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HomeMy WebLinkAbout0414 MAIN STREET (COTUIT) • l�JA-TT� Tow�,v • �-/1106:l� QiI ttnnt t i� duo iLK-- l ti I V I 0 k C Town of Barnstable Certificate of Zoning Compliance Certificate No. 2020-19 Map 038 Parcel 004 Owner Name as of 1/1/20: Address 414'Main Street Rd Village Cotuit Cotuit Fire District. , P O BOX 1475 Zone RF Residential F Single-family GOTUIT, MA. 02635 Overlay Water Protection/Aquifer Split Year Constructed N/A Lot Size 158.42Acres Property Use: Vacant land/telecommunications Setbacks: Cert of Occupancy Issued: Yes Front Yard 30' Side Yard 15' Rear 15' Date 5/6/2020 Permit B-18-1224 Open Permits: E-19-896 Electrical service - 4/23/2019 (serving telecommunications tower& equipment) G-18-1411 Gas B-18-3284 .Building Code Violations: No current violation on file Property Description: The property is currently undeveloped consisting of 158.42 acres in the RF single-family zoning district. The .property contains a communications tower(replaced in 2018-2019).. . Zoning Violations: No current violations on file. Attachments Provided: Yes Reviewed by Title Date: Robin C. Anderson Code Compliance Manager 06/12/2020 i �oFtHEr�y� Town of Barnstable . . swxxsrns�E Building Department-200 Main Street 9e6AMA&& Hyannis, MA 02601 , TFO MPS - Tel. (508) 862-4038 `�, r Certificate Of Occupancy Permit Number: B-18-1224 CO Issue Date: 5/6/2020 Parcel ID: 038-004 Zoning Classification: RF Location: 414 MAIN STREET (COTUIT), COTUIT Proposed Use: i ' Name of Tenant: Sprinklers Provided: ' Gen Contractor: PETER P SCRENCI Permit Type: Commercial - Business Type of Construction: Design Occupant Load: 0 Comments: COMMUNICATION MONOPOLE TOWER. 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space . Building Code: 780 CMR 9th Edition Julie A.Whitman CHECKOMATIC.COM-(800)555-6374 19446 Town Of Barnstable 6/2/2020 Zoning Document Fees 75.00 BUILDING DEPT. JUN.0 4 2020 /TOWN OF BARNSTABLE BCZ DOC FEES 7202001065-TowerNorth6-BV,ZV and CO 75.00 Julie A.Whitman 19446 Town Of Barnstable 6/2/2020 Zoning Document Fees 75.00 �a E BCZ DOC FEES 7202001065.-TowerNorth6- BV,ZV and CO 75.00 Control* 173377 THIS PORTION IS. NON-NEGOTIABLE a THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE THIS PORTION IS NON-NEGOTIABLE c, THIS PORTION IS NON-NEGOTIABLE a THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE * THIS PORTION IS NON-NEGOTIABLE THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE THIS PORTION IS NON-NEGOTIABLE , THIS PORTION IS NON-NEGOTIABLE * THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE THIS PORTION IS NON-NEGOTIABLE * THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE * THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE a THIS PORTION IS NON-NEGOTIABLE THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE * THIS PORTION _IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE * THIS PORTION IS NON-NEGOTIABLE THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE THIS PORTION IS NON-NEGOTIABLE 0 THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE * THIS PORTION IS NON-NEGOTIABLE THIS PORTION IS NON-NEGOTIABLE * THIS PORTION IS NON-NEGOTIABLE 0 THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE THIS PORTION IS NON-NEGOTIABLE * THIS PORTION IS NON-NEGOTIABLE * THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE THIS PORTION IS NON-NEGOTIABLE o THIS PORTION IS NON-NEGOTIABLE * THIS PORTION IS From: Barrows,Debi To: Cheryl Kona Subject: FW: Request#2020-0157:Response to your Request 414 Man ain Street-Cotuit,MA Date: Tuesday,June 2,2020 7:39:26 AM Good Morning, in order to process your request a check in the amount of$75 made payable to the Town of Barnstable is required. Please mail to 200 Main Street Hyannis, MA 02601. Thank you, Debi Barrows Office Manager Town of Barnstable Building Department 508-862-4032 From: Jenkins, Elizabeth Sent: Monday,June 01, 2020 3:40 PM To: 'Cheryl King' Cc: Quirk, Ann; Barrows, Debi Subject: RE: Request# 2020-0157 : Response to your Request 414 Man ain Street- Cotuit, MA Hi Cheryl, The Building Division can provide you with that information. I have copied them here. Best regards, Elizabeth From: Cheryl King [mailto:Cheryl.King@nv5.com] Sent: Friday, May 29, 2020 6:15 PM To: foiadirect@townforms.com Cc: Jenkins, Elizabeth; Quirk, Ann Subject: RE: Request# 2020-0157 : Response to your Request 414 Main Street- Cotuit, MA Good Afternoon and thank you for the provided information. It appears that we are missing a few pieces of information that was included in the original request, which I have attached here for your reference. Can you confirm whether or not there are any open or outstanding Zoning, Building or Fire Code Violations pertaining to the subject property, and provide a copy of the issued C of 0 that would be on file? Thank you, Cheryl King Cheryl King I Research Assistant I Transaction Services ( M 1012 2*1 Ave NW, Suite 100 1 Norman,OK 73069 1 P: 800.787.8390 ext.214 Cheryl.king@nv5.com Electronic Communications Disclaimer From:foiadirect@townforms.com<foiadirect@townforms.com> Sent: Friday, May 29, 20201:38 PM To:Cheryl King<Cheryl.King@nv5.com> Cc: elizabeth.jenkins@town.barnstable.ma.us; ann.quirk@town.barnstable.ma.us Subject: Request#2020-0157 : Response to your Request Town of Barnstable,MA Public Record Request Number:2020-0157 Requester:Cheryl King Request Date: Friday, May 15,2020 3:51:50 PM Response Due Date: Monday,June 1,2020 Dear Cheryl King We have completed the work in reference to your request as referenced above.The response is given below. Request Response Ms. King,Documents corresponding to your request available from the Planning & Development Department are attached. Attachments This response may or may not contain separate Response Documents to include specific I r , response and data. In case such separate response documents exist,they are represented by attachments to this response email.Therefore, please look for any attachments if they exist. Between Request Response and attachments,we believe you are receiving a comprehensive response to your request. If you have any questions or comments, please do not hesitate to contact us at the following email address. Thank you. Elizabeth Jenkins, Department RAO Planning& Development Department Town of Barnstable 367 Main Street Hyannis, MA 02601 , Tel: (508)-862-4735 Email: elizabeth.ienkins(@town.barnstable.ma.us The Response document(s)are not attached in this email because total size of these documents exceeds maximum allowed size. Please click here to download your response document(s). CAUTION This email originated:from outside;.of the Town of Barnstable Do not click Imks open attachmentsor reply, unless you recognize the sender's email address'and know the: content is safel'. ............................ ...... I r NV5 Transaction Services —Zoning Division NIV 5 1012 24th Ave. NW, Ste. 100, Norman, OK 73069 (800)-787-8390 www.bockandclark.com www.nv5.com May 15,2020 Subject Property: 414 Main Street Contuit,WU Parcel # 038004 Dear Municipality Officer, At our client's request, we are seeking the following information: • Zoning Compliance/Verification Letter: Please supply a letter(or use the enclosed template and copy onto letterhead) stating in which zoning district the subject property is currently located, if there are any overlay districts applicable to the subject property, permissiveness of current use and any compliance information you may be able to provide. Please use municipality letterhead, or, if this is not possible for some reason, please enclose a municipality fax coversheet showing that the zoning letter is enclosed. • Adjacent Property Designations and Uses(if known): Current zoning district in which properties adjacent to the subject property(North,South, East&West) are located. • , Any Variances, Special Permits, Conditions, etc: Please note the existence of these items as they relate to the subject property and supply documentation, if available. • Code Violations: Please note whether or not there are currently any open/outstanding zoning, building or fire code violations of record that apply to the subject property • Certificates of Occupancy: Please supply copies of any existing certificates of occupancy for the subject property. If none are available, please state the reason for this and whether there is any expected enforcement action due to the lack of certificate copies. • Approved Site Plan and/or Conditions of Approval, if applicable: Please supply available documents, particularly if the subject property is located in a Planned Development. Please advise us at your earliest convenience of any additional fees or forms, if any of these items is not available or if I should be directing any portion of my request to another party. We are on a strict timeline, and your prompt attention to this request is greatly appreciated. Upon completion, please forward the information via email or toll-free fax (877) 600-6856. We truly appreciate your help with this request and look forward to your reply. Please feel free to contact me toll-free at(800)787-8390 or via email at cheryl.king@NV5.com with any questions or concerns you may have regarding this request. Thank you very much for your assistance! Ch wyb Ki+ Cheryl King, NV5 Zoning Research r , TO BE COPIED ONTO MUNICIPALITY LETTERHEAD ,2020 Cheryl King NV5 Transaction Services=Zoning Division 1012 24th Ave.NW,Ste.ioo Norman,OK 73069 Subject Property: 414 Main Street Cotuit,MA Parcel#038004 In response to your request for information regarding the above-referenced property,we have researched our files and present the following: 1. The current zoning classification,including any applicable overlay districts,for the subject property is: 2. Adjacent property zoning designations: North: South: East: West: 3. According to the zoning ordinances and regulations for this district,the current use of the subject property is a: ❑ Permitted Use by Right ❑ Permitted Use by Special/Specific Use Permit ❑Copy Attached ❑Copy Not Available(see comment) ❑ Legal Non-Conforming Use(no longer permitted by right due to amendments,re-zoning,variance granted or other changes.See comments) ❑ Non-Permitted Use Comment: 4. To the best of our knowledge,the subject structure(s)was developed: ❑in accordance with Current Zoning Code Requirements and is ❑Legal Conforming ❑Non-conforming(see comments) ❑in accordance with Previous Zoning Code Requirements(amendments,rezoning,variance granted)and is Legal Non- conforming to current zoning requirements. ❑Prior to the adoption of the Zoning Code and is Grandfathered/Legal Non-conforming to current zoning requirements. ❑in accordance with Approved Site Plan and is Legal Conforming to approved site plan.If any nonconforming issues exist with respect to current zoning requirements;the subject property would be considered legal non-conforming. Comment: g. Information regarding variances,special permits/exceptions,ordinances or conditions: ❑ There do not appear to be any variances,special permits/exceptions,ordinances or conditions that apply to the subject property. ❑ The following apply to the subject property(see comments): ❑Variance-Documentation attached or is otherwise,no longer available(see comment) ❑Special Permit/Exception Documentation attached or is otherwise,no longer available(see comment) ❑Ordinance Documentation attached or is otherwise,no longer available(see comment) ❑Conditions Documentation attached or is otherwise,no longer available(see comment) I 2 i Comment: 6. Rebuild:In the event of casualty,in whole or in part,the structure located on the subject property: ❑ May be rebuilt in its current form(i.e.no loss of square footage,same footprint,with drive through(s),if applicable). ❑ May not be rebuilt in its current form,except upon satisfaction of certain conditions,limitations or requirements.Please see section of the current zoning code/ordinance for details. 7. Code Violations Information: ❑ There do NOT appear to be any outstanding/open zoning,building or fire code violations that apply to the subject property. ❑ The following outstanding/open❑zoning/❑building/❑fire code violations apply to the subject property: Comment: 8. Certificate of Occupancy,status: ❑ A valid Certificate of Occupancy has been issued for the subject property and is attached. ❑ Certificates of Occupancy have been issued and are in effect for all buildings and,if required,for all units at the Property; however,we are unable to locate a copy in our records.The absence of a copy of the Certificate(s)of Occupancy will not give rise to any enforcement action affecting the property. ❑ Certificates of Occupancy for projects constructed prior to the year are no longer on file with this office.The absence of a copy of the Certificate(s)of Occupancy will not give rise to any enforcement action affecting the property.A Certificate of Occupancy will only be required for new construction. ❑ A Certificate of Occupancy is not required for the subject property. Comment: 9. Site Plan Information: ❑ The subject property was not subject to a site plan approval process. ❑ The subject property was subject to site plan approval;a copy of the approved site plan is attached. ❑ The subject property was subject to site plan approval,but a copy of the approved site plan is no longer in existence (was lost or destroyed). All other existing documents applicable to site plan approval for the site are attached if available. ❑ An approved site plan for the subject property is on file,but our office does not have the necessary resources to reproduce and distribute copies of the plan. All other existing documents applicable to site plan approval are attached if available. ❑ Other,(as noted here): io. Zoning Map:. ❑The current municipal zoning map is online at: ❑A copy of the zoning map may be purchased for$ ❑Zoning map or applicable map portion is attached to this letter This information was researched on ,202o,by the undersigned,per request and as a public service. The undersigned certifies that the above information contained herein is believed to be accurate and is based upon or relates to the information supplied by the requestor. The Authority assumes no liability for errors and omissions. All information was obtained from public records,which may be inspected during regular business hours. By: Printed Name: Title: Department: Phone: Town of Barnstable BARNSTABI,E Regulatory Services THE NMSF 5 N t S 6'3420 a: WF MCtS A 4 iE3ia Richard V. Scali,Director 573 "s , „szABIE : Building Division QED MA'S A ,� Thomas Perry, CBO . Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.ba rnstable.m axs June 25, 2014 Sprint Spectrum LP c/o Mr. Gerry Squires Site Acquisition Consultant J. Lee Consulting 101 Palisades Circle Stoughton, MA 02072 RE: Site Plan Review#023-14 Sprint Spectrum LP 414 Main Street, Cotuit, MA - . Map 038, Parcel 004 Proposal: Applicant proposes to add three (3) antennas and three (3)remote radio heads to an existing wireless communications facility located on a fire district water tank within the applicant's 148 foot elevation lease area, not exceeding the height of the water. tank. -Dear Mr. Squires: Please be advised that the above proposal was administratively approved subject to the following: • Approval is based upon plans entitled"Sprint Vision, 414 Main Street, Cotuit, MA, Project BS13XC662", 13 sheets, dated 4/17/14, revised 4/24/14 prepared for Sprint; and Antenna Mount Structural Assessment dated May 16, 2014, by EG Advanced Engineering Group of East Providence, RI. • Applicant must obtain all other applicable permits, licenses and approvals required. A copy of the approved site plan will be' retained on file. . ' Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review.Coordinator cc: Tom Perry, Building Commissioner , J n of Barnstable Tow Building o t ThisCard So That it°is Visible From;the Street Ap`provetl'PlanrMust berRetamed on Job and,this Card Must be Kept Posted Until Final Inspection Has Been Made a Permit ' 1 1 llll -= Wtere a Cert�ficate�of Occupanc� uired;such BuildingshallN�ot.'be Occupied untilva Final,lnspectloneen rnadte,.,, Permit NO. B-19-3270 Applicant Name: Allison Hebel Approvals Date Issued: 12/02/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 06/02/2020 Foundation: Location: 414 MAIN STREET(COTUIT),COTUIT Map/Lot: 038-004 Zoning District: RF Sheathing: .„ . Owner on Record: COTUIT FIRE DISTRICT ContractorNamrDAVID COOPER Framing: 1 Address: IN PO BOX 1475 Contractor License: C5-108961 . 2 COTUIT, MA 02635 1 ",� 3 Est Project Cost: $30,000.00 Chimney : Description: Install six(6) new antennas and twelve(12) remote"radio units on Permit Fee: $373.00 i Insulation: the existing cell tower within the existing wireless facility. Fee Paid $373.00` Project Review Req: -"� Date 12/2/2019 Final Plumbing/Gas y Rough Plumbing: e�i-c'—:.'iR-c .. ° Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced`with�n six months afte�h� dle. Final Plumbing: All work authorized by this permit shall conform to the approved applicafioreanc the,approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures'shall be in compliance with the local zoning by haws and codes. Rough Gas: 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. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Buildingand.Fire Officials are p ovided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing ` Service: ' 2.Sheathing Inspection t F Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed x 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final:. Building plans are to be available on site �/� Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �� 4� �p/� Final: oFIME Tor,. Town of Barnstable Building Department Services BARNSTABI;E * BARNSTABLE, • �anne�«i[+:::t•cpnnunruvis v MASS. Brian Florence, CBO "`" 1639 2014 1639. ♦0575 iOrEn�n�° Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.ba rn sta b le.m a.us Office: 508-862-4038 Fax: 508-790-6230 February 7, 2018 Mr. Stephen Longton c/o Mr. Bert Stern Tower North Development, LLC 95 Ryan Drive, Suite 1 Raynham, MA 02767 RE: Site Plan Review#055-17 Tower North Development LLC `414 Main Street, Cotuit,MA% Map 038, Parcel 004 Proposal: Construction and operation of a 170 ft. monopole wireless facility tower for wireless carriers. New tower will replace installations formerly located on the Main Street, Cotuit water tank. Dear Mr. Longton: At the formal site plan review meeting held February 1, 2018,the Site Plan Review Committee found the above-referenced application to be approvable subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plans entitled "Cotuit Relo—414 Main Street, Cotuit, MA" 9 sheets including landscape, erosion control plans and elevations, dated May 25, 2017 with final revision December 20, 2017 depicting a shared generator as a requirement of CCC DRI Decision. • The granting of a variance from the Zoning Board of Appeals is required to authorize the height of the telecommunications tower. Contact Puckett, ZBA Administrative Assistant, Planning& Development 508-862-4785 for application assistance. • FAA and Mass DOT Aeronautical Studies applications are required to be submitted for determinations; if cranes are proposed to be used,the same studies for the crane height are also required. Letters of Final Determination of No Hazard and determination as to the non- applicability of obstruction lighting are required to be delivered to the Barnstable Municipal Airport. A letter of receipt from the Airport must be submitted to the Building Department at the building permit stage. Also,notice must be filed with the FAA 45-60 days.prior to the start of construction. to • Conditions of CCC DRI Decision No. 17020 (attached), including but not limited to the following: o Prior to the issuance of a building permit and commencing project construction,the Applicants shall obtain a Preliminary Certificate of Compliance from the Commission. o Prior to the use and operation of the project and issuance of a certificate of use/occupancy/building permit sign-off,the Applicants shall obtain a Final Certificate of Compliance from the Commission. • Propane tanks will require permits from COMM FD and registration with the Health Department. • A COMM FD access lock box for the gate in the proposed fencing surrounding the tower is requested. Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a certified"as built" site plan and a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, r Ellen M. Swiniarski Site Plan Review Coordinator. CC: Brian Florence, Building Commissioner, SPR Chairman Elizabeth Jenkins, Director of Planning&Development Amanda Ruggerio,Assistant Town Engineer COMM FD Health Department Barnstable Municipal Airport Zoning Board of Appeals Attachment: CCC DRI Decision 17020 Y EE� 3225 MAIN STREET PO; BOX 226 BARN STAB LE, MAS.SACHUSETTS 02630 CAPE COD (508) 362-3828 Fax(508)362-3136 www.capecodcommission.org COMMISSION DEVELOPMENT OF REGIONAL IMPACT DECISION Proiect:: Cotuit Wireless Communications Monopole(Commission File No.17020) Project Applicants: TowerNorth Development LLC AT&T Mobility LLC,Sprint Spectrum LP,T-Mobile Northeast LLC c/o Bert Stern,VP,Centerline Communications LLC 95 Ryan Drive,Suite 1,Raynham,MA 02767 Property Owner: Cotuit Fire District Project Site/Location:414 Main Street, Barnstable(Cotuit),MA 02635(Map 38 Parcel 4) Title Reference: BCRD Deed Book 519 Page 123 Date_ December 14,2017 SUMMARY TowerNorth Development LLC'proposes.tb construct and install a i7o'tall wireless communications monopole,along with supporting equipment and site improvements,to serve up to six personal wireless service carriers,including carriers T-Mobile,Sprint and AT&T,who were formerly located on a water tower at the Property that has recently been demolished. The Cape Cod Commission(Commission)hereby approves with conditions the Project as a Development of Regional Impact(DRI)pursuant to Sections 1:2 and 13 of the Cape Cod Commission Act(Act), This decision is rendered pursuant to a vote of the Cape Cod Commission on December 14, 2017. FINDINGS The Cape Cod Commission finds and determines as follows: GF1.The Project described herein is a mandatory Development of Regional Impact(DRI) pursuant to Section 30)(1)of the Commission's Enabling Regulations Governing Review of Developments of Regionallmpact(Enabling Regulations),revised November 2014,as the "Construction of any Wireless Communication Tower exceeding 35 feet in overall height, including appurtenances;from the natural grade of the site on which it is located..." GF2. Section 7(c)(viii)of the Commission's Enabling Regulations contains the.standards for DRI approval,which include consistency.with the Cape Cod Commission Act,.Cape:Cod Regional Policy Plan(RP'P),District.of Critical'Plannipg Concern(DCPQJmplementing regulations(as applicable),municipal development bylaws or-ordinances,and applicable.Local Comprehensive Plans. The Commission must also find that the probable benefit from the proposed development is greater than the probable detriment. GF3.The Commission received a mandatory DRI referral from the Town of Barnstable for the Project on August 21,2017. The Applicants submitted a DRI application package to the Commission,including supporting narrative,on September 6,2017,and supplemental application materials were submitted throughout September and October 201.7.The DRI hearing period for the Project was opened by Commission hearing officer on October.18,2017. A Commission subcommittee held a public hearing on the Project November 21,2017 at Freedom Hall in Cotuit. Commission staff prepared a staff report,dated November 13,2017,for . the hearing. At the November 21,2017 hearing,the subcommittee voted to recommend approval of the Project to the full Commission and directed staff to prepare a draft DRI decision for the Commission's consideration. The November 21,2017 hearing was continued to December 14,2017 for the full Commission's review and consideration of the Project and of the draft DRI decision. The full Commission held a hearing and voted on the Project at its December 14, 2017 meeting. GF4.Applicant TowerNorth Development LLC(TowerNorth)is a company focused on the permitting,design,construction and development of wireless infrastructure throughout the Eastern United States and currently owns and operates wireless facilities in New Jersey, Pennsylvania,Florida,New York and Ohio.TowerNorth is a subsidiary of Centerline Communications,LLC,a"turn-key"wireless services provider headquartered in Raynham,MA. GF5.Co-Applicants T-Mobile,Sprint and AT&T are personal wireless service carriers licensed by the Federal Communications Commission(FCC)to operate wireless telecommunications networks in various markets throughout the country,including the Commonwealth of Massachusetts and the Town of Barnstable. Under these licenses from the FCC,these carriers are obligated to provide reliable wireless communications service to,among others,users in the Town of Barnstable. GF6.TowerNorth proposes to construct a 170'tall,monopole-style wireless communications tower along with and within a fenced 75'X 75'fenced equipment compound. The antenna system for the monopole consists of panel-style remote radio heads. Access to the compound is from an existing gravel road,proposed to be.reconfigured. There are locations on the monopole for up to six personal wireless service carriers,including-co-Applicant carriers T-Mobile,Sprint and AT&T(collectively,the"Project"). From this location,the personal wireless service carriers provide service to Cotuit and a portion of Mashpee. GF7.The proposed monopole and equipment compound is contained within an 8o'x 8o'lease area,which constitutes the Project Site. The'Project Site is in the southwest corner of a larger --158-acre property owned by.the Cotuit Fire District,addressed as 414 Main Street,Cotuit (Property). The proposed reconfigured access road to the Project Site from Main Street is contained within an access and utility easement. The Property is largely wooded and,except for municipal water department uses,undeveloped.Other municipally owned and conservation- restricted land abuts the Property. GF8.TowerNorth has entered into an Option and Lease Agreement with the Property owner Cotuit Fire District for the Project Site on May 1,2017,under which TowerNorth has rights to permit,construct and operate the Project,with access and utility rights of way from Main Street to the Project Site. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotait(Commission File No 17020) Page z of 14 GF9.The Cotuit Fire District is a municipal body and operates its own water department,the Cotuit Water Department,which supplies water to the village of Cotuit. The Property is primarily held for water supply and protection purposes consistent with Article 97 of the Massachusetts Constitution. GF1o.The Co-applicant carriers were previously located on a water tower on the Property that was removed in Summer 2017 because of its deteriorating condition. Said carriers currently operate at the Property on two,temporary,portable 70-90'tall towers under existing leases with the Cotuit Fire District, The District has expressed that,because of concerns in maintaining its water towers,personal wireless service carriers will no longer be allowed to co-locate their equipment on its water towers. GF11.The Co-applicant carriers'co-location on the former water tower did not and would not require mandatory DRI review. Also,were it the water tower that was being reconstructed and which would support the carriers'equipment,no mandatory DRI review would be required. Finally,if it were an existing wireless communication tower(WCT)or utility pole that was proposed to be reconstructed in kind to support the existing carriers,no mandatory DRI review would be required. GF12.To meet existing contractual obligations with the carriers,to ensure continuing wireless coverage in the area,and for continued revenue from the carriers,the District put out a request for proposal(RFP)in March 2o16 for the construction and operation of a WCT at the Project Site,to serve,at a minimum,the existing carriers. GF13.Applicant TowerNorth responded and in May 2017 was awarded the contract under the RFP. Pursuant to the award,TowerNorth entered into an option to lease with the Cotuit Fire District.Subject to receipt of all necessary permits,licenses and approval,TowerNorth would exercise the option and enter into a lease with the District,with an express term of up to 25 years with renewals.TowerNorth would build the WCT and supporting infrastructure, and the Co-applicant carriers would renegotiate their existing leases and re-locate on the new WCT. GF14,The RFP was issued by the District with the following stated objectives: • Maintain current telecommunication coverage with existing customers after the demolition of the Main Street Water Tank. • Insure that any telecommunications facilities which are constructed are as innocuous as possible. • Provide a facility/opportunity to enhance service for customers of carriers that are not currently installed at the Main Street Water Tank. . - - GF15.In so structuring the RFP,the District attempted to account for and address local and regional concerns that follow from demolition of the water tower and subsequent construction and use of the proposed WCT. GF16.Applicant TowerNorth states the following objectives in pursuing the Project,which relate back to stated objectives in the RFP: • Provide the carriers with the closest possible location to the previous water tank to adequately.duplicate their existing coverage. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 3 of 14 • Shift the facility away from the previous water tank location to further distance the site from surrounding residences. • Use existing foliage on the property to provide screening of the tower and compound from nearby homes and viewshed areas. • Meet the tower setback requirements of the Town of Barnstable and the Cape Cod Commission. • Minimize the amount of disturbance to existing foliage on the property by utilizing the existing previously disturbed access drive on the parcel. • Avoid potential Bio Core Habitat or other sensitive areas as defined by the Cape Cod Commission. GF17.The proposed WCT is located—330 feet northeast of the former water tower on the, Project Site,and-417 feet from Main Street,further back from Main Street than the former water tower. The proposed WCT has been designed to provide a total of six spots for co- location,which would provide three additional spots for carriers over and above those immediately proposed to be occupied by the Co-applicant carriers. The nearest residence is located more than 300'from the proposed WCT,further than the former water tower was to neighboring residences. GF18.In order to maintain equivalent and acceptable levels of coverage and capacity that existed when the Co-applicant carriers were located on the former water tower,the Co-applicant carriers must operate and be located in the vicinity of the former water tower,and at similar heights as previously located. The Co-applicant carriers'surrounding networks and network performance are also designed and predicated on the carriers'locations on the former water tower,and the location of the former water tower.The height of the WCT is proposed at 170',the same height of the former water tower,and is in the general vicinity of the former water tower. The Co-applicant carriers are proposed to be located on the WCT at the same heights they were previously-located on the former water tower. At reduced heights,including the heights at- which these carriers are currently located'on the temporary wireless towers on the Property,the Co-applicant carriers are not able to meet coverage service requirements. At reduced heights,a completely different location,or without any replacement tower,there is a significant gap in the Co-applicant carriers'wireless coverage. GF19.The proposed WCT is the minimum height necessary to provide telecommunications coverage for a significant gap in wireless service caused by the decommissioning of the water tank by the Cotuit Fire District. Designing and constructing a wireless telecommunications system that provides seamless coverage requires a grid of radio transmitting and receiving links located up to two(2)miles apart,which,based on network and site topography features,operate on a line-of-sight basis,requiring a clear path from the facility to the user on the ground; antennas are located where the signal is not obstructed or degraded by buildings or geographical features. GF2o.The subject gap in coverage includes an area greater than one(1)square mile in Cotuit Village and the Town of Barnstable,including Route 28,Main Street,Old Mill Road/Sampson Road,School Street,Old Oyster Road,Santuit Road and surrounding neighborhoods,as well as roads and community areas adjacent thereto. Distributive Antenna Systems(DAS)mounted on utility poles are not adequate to supply coverage to a gap of one square mile or larger,and thus would not be an effective or appropriate way to maintain wireless coverage in the area of the Project Site. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 4 of 14 . GF21..The Applicants provided a map with its DRI application of other existing tall structures within a 2-mile radius of the Project Site. (See Google Map entitled,"Available Tall Structures Within 2 Miles,Proposed Tower, 2 Mile Radius,"undated). There are no existing structures that could act as a replacement site for the three Co-applicant carriers who have lost coverage due to the removed water tank An analysis of existing structures within a two(2)mile radius show no available sites with structures of height sufficient to co-locate telecommunications equipment that could fill the coverage gap. The only existing structure of sufficient height within the search area is the West Street water tank also under the care and custody of the Cotuit Water Department.The'Cotuit Water Department will not allow co-location on the tank by any wireless service providers,as testified to by the Board of Water Commissioners at the November 21,2017 subcommittee hearing. GF22.Without development of the Project,the Co-applicant carriers cannot provide reliable service to the Town of Barnstable pursuant to the Telecommunications Act of 1996 and their licenses issued by the FCC. The Project will provide reliable coverage within and to Cotuit village and its immediately surrounding areas.The Co-applicants carriers have provided appropriate and sufficient documentation and analyses to evidence a significant gap in wireless coverage and thus the need and demand for the Project,including documentation consistent with guidance set out in the Commission's Wireless Technical Bulletin. GF23.The Co-applicant carriers have each provided Radio Frequency(RF)reports and coverage maps confirming and justifying the need for the proposed WCT in order to alternately maintain adequate or fill a significant gap in coverage,and thus continuous,reliable wireless service: . • RF Report,Proposed Wireless Facility,MA2549,414 Main Street,Cotuit,MA o2635, prepared by C Squared Systems, LLC for AT&T,dated August 15, 2o17,with additional information regarding temporary.site tower(COW)coverage dated December 6,2017; • RF Report,Proposed Wireless Facility,BS13XC662,414 Main Street,Cotuit,MA 02635, prepared by C Squared Systems,LLC for Sprint, dated August 17,2017(revision submitted November 9,2017),with additional information regarding temporary site tower(COW)coverage dated December 7,2017; • T-Mobile RF Propagation Maps and Data package consisting of eight pages entitled"Site Replacement-4HY1559A,LTE Mid-Band Plots,"submitted September 6,2017,with additional information regarding temporary site tower(COW)coverage submitted December 11, 2017. GF24.The Applicant carriers'coverage maps detail coverage conditions that existed when the foi-mer water tower had not yet been removed;coverage conditions that might exist if personal wireless service facilities were not replaced in the area;coverage conditions with reduced carrier height on the temporary,portable towers on the Property;and coverage conditions in light of proposed construction and operation of the Project. The Applicant carriers'coverage maps evidencing Project need and gaps in coverage were appropriately generated using 700 mHz transmission frequencies,which is the broadest(but least intense)transmission frequency.. GF25.The Project is located on municipal land. Projects of this type are appropriately located on municipal land,affording a municipality enhanced land development controls in the planning,construction,operation,and eventual decommissioning of such a project,where the municipality,through its political subdivisions,acts both as a as landlord and permitting authority. The Project does not interfere with municipal operations and is consistent with the purposes for which the land is used and held. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 5 of 14 7 GF26.The proposed monopole and equipment,including,without limitation,its constituent antennas,equipment shelters and security barrier/fence,are collectively defined as a"Personal Wireless Service Facility"(PWSF)under the Commission's Wireless Technical Bulletin. The town should consider in its permitting for the Project and lease negotiations for the Project Site adopting contingencies and processes for the potential,eventual Abandonment of the PWSF, whereby the owner/s of the PWSF evidences its intent to abandon or discontinue operations of the PWSF,and establishing the respective duties and obligations of the owner/s of the PWSF to the town upon Abandonment of the PWSF. In its lease negotiations and permitting for the Project,the town could consider requiring that the PWSF owner/s post bond or other surety to ensure the PWSFs physical removal and site restoration upon abandonment. GF27.TowerNorth submitted with its DRI application an Obstruction Analysis Report prepared. by Federal Airways&Airspace®,dated 6/12/2017,which concluded that the Project poses little to no risk of adverse aeronautical impacts and that it is unlikely that the Federal Aviation Administration will require lighting for the proposed monopole. GF28.The Project is consistent with the Barnstable Local Comprehensive Plan by minimizing development in a Low Density Residential area,supporting upgrades to telecommunications infrastructure,providing well maintained public facilities to serve future communication needs of the community that are equitably distributed with minimal environmental and community character impacts,and is consistent with the Cotuit Village Plan by supporting operations of the Cotuit Fire District: GF29.The only DCPC applicable to the Project is the Cape-wide Fertilizer Management DCPC. Barnstable adopted a fertilizer(nutrient)management ordinance as implementing regulations pursuant to this DCPC(Chapter 78 of the General Ordinances of the Code of the Town of Barnstable,".Fertilizer Nitrogen and Phosphorous Control'. The Applicants do not propose to manage turf with fertilizer applications,and thus the implementing regulations do not apply to the Project. GF3o.The following municipal reviews;actions,permits,licenses and approvals are required for the Project from.the Town of Barnstable: Site Plan Review;Zoning Board of Appeals Dimensional Variance for the height of the WCT;and a Building Permit. GF31.The Project is consistent with municipal development ordinances,provided•the Applicants obtain all necessary local permits,licenses,and approvals. A. The Property and Project Site are in a RF residential zoning district,a low density residential district, and Resource Protection Overlay District. The purposes of the Resource Protection Overlay District are to protect surface water and groundwater quality,and reduce development potential in an area where additional residential development could face'a shortfall in public facilities. The Project use is not a prohibited use within this District. B. The Zoning Ordinance of the Town of Barnstable(Chapter 240),Article X(Personal Wireless Communication)allows for the installation and construction of personal wireless facilities and associated equipment in all zoning districts,subject to Site Plan Review and issuance of a Building Permit. The maximum building height in the RF district is 3o feet;therefore,the Applicants will need a Dimensional Variance for the height of the tower from the Barnstable Zoning Board of Appeals because they cannot close significant gaps in wireless coverage without pursuing the Project in a zoning DRT Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 6 of x4. district that-limits structures to a height of 30 feet.. "The need for closing a significant gap in coverage,in order to avoid an effective prohibition of wireless services, constitutes another unique circumstance when a zoning variance is required" [See Nextel Communications of the Mid Atlantic,Inc. v. Town of Wayland,231 F.Supp. 2d 396, 406-407(D.Mass.2002)]. GF32.The Town of Barnstable's Planning and Development Department Director,Elizabeth Jenlans,provided oral testimony at the November 21, 2017 subcommittee hearing on behalf of the Town regarding the Project's consistency with the Town's development ordinances and its Local Comprehensive Plan. GF33.The probable benefits of the Project include: A. The Project will fill a significant gap in wireless coverage caused by the decommissioning of a structurally impaired municipal water tower,providing a needed service to a variety of users including area residents,the travelling public and visitors who rely on such services for emergency communications,to operate their businesses and to communicate with friends and family either in home or in vehicle. Wireless communications are used by many homeowners who have eliminated land lines,and use of multiple wireless platforms create high data demand that will be served by the Project. B. The Project proposes immediate wireless carrier co-location of the three carriers previously located on the former water tower on the Property,and maximizes co- location opportunities for other carriers on the Project Site,potentially eliminating or limiting the future need for additional towers in Cotuit. C. The Project is a low impact,low intensity infrastructure development,which supports other development. D. The Project is well-sited and appropriate on municipal land,and on the particular land proposed for siting,will assist the Cotuit Fire District in meeting contractual obligations and will provide a regular revenue stream for the District to assist in maintaining services for area residents. REGIONAL POLICY PLAN FINDINGS RPPFi.The Project was-reviewed subject to relevant issue areas of the 2009 RPP,amended August 2012,and corresponding standards applicable and material to the Project,and to the Commission's Technical Bulletin 97-001,"Guidelines f6r.DRI Review of Wireless Communication Towers"(Wireless Technical Bulletin). . RPPF2.The Regional Policy Plan contains goals and performance standards that apply to review of any given DRI project. Given the nature of WCT projects in general,and of the specific Project under consideration,many of the RPP's goals and standards are either inapplicable or not material to the Project. Under Section 7(c)(viii)(d)of the Enabling Regulations,the Commission is specifically authorized to waive RPP Goals,Standards and Issue Areas it deems outside the scope of project review for WCTs. RPPF3.The primary emphasis in and scope of this DRI review,as with most if not all DRI reviews of proposed WCTs,is the potential visual impact of the Project as assessed under the RPP area of Community Character. The Project balances potential natural resource impact concerns with potential visual impact concerns,and the Project is consistent with RPP goals, DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 7 of 34 standards and practices,and guidance from the Wireless Technical Bulletin, applicable and material to the Project,as discussed in more detail,below. RPPF4.The Project is consistent with guidance in the Commission's Wireless Technical Bulletin: A. The proposed WCT meets the Commission's'fall zone'/setback requirements from buildings and property lines. B. The Applicants'noise study shows that the Project meets the 5o dB(A)limitations on ambient noise from the Project under regular operation.. C. The Applicants'Radio Frequency(RF)emissions report indicates that the Project meets applicable RF emissions limitations. D. The Applicants have so designed the Project and committed to donating a position on the proposed WCT for municipal emergency response services. RPPF5.The Project proposes infrastructure to meet community and regional needs,and to maintain the reliability and quality of infrastructure services. The Project will provide and maintain acceptable levels of personal wireless service coverage to portions of Barnstable and Mashpee. The Project is proposed in response to an identified need for infrastructure services. RPPF6.The Project minimizes adverse impacts of development on land by using land efficiently, protecting sensitive resources,and is appropriately sited. The Project proposes carrier co- location and opportunities for further co-location,and the Applicants have minimized the footprint of the Project and its associated land disturbance to the extent,feasible. The Project is located on municipal land which is preferra.-,to the extent concerns about potential impacts on regional resource areas can be addressed,where a municipal body acts as a fiduciary for its residents,and has a greater level of control over planning,construction and oversight of use and development on such land. RPPF7.The Site is mapped as a Significant Natural Resources Area(SNRA)in the RPP due to the presence of public water supply wellhead protection areas and potential public water supply area, and as a Resource Protection Area bn the Commission's Land Use Vision Map(LUVM). The RPP defines a Resource Protection Area as an area designated on the Regional Land Use Vision Map that warrants protection and where additional growth is not desired due to the presence of one or more sensitive resources such as Wellhead Protection Areas,Land Subject to Coastal Storm Flowage(LSCSF)or Sea, Lake,and Overland Surges by Hurricanes(SLOSH) zones,historic districts,and the Cape Cod National Seashore,wetlands,vernal pools,protected open space,and designated Districts of Critical Planning Concern(DCPCs). The Project is consistent with and appropriately located within the mapped Resource Protection Area,as the Project is not contrary to the purposes and resources underlying the designation.The Project involves a low impact and intensity land use,with a small development footprint and limited site disturbance, consistent with the current use of the Property and with surrounding land uses and development. There are few vehicle trips and minimal nitrogen load associated with the Project. RPPF8.The Project will not be staffed day to day,and no permanent impacts to the regional transportation network from the Project are anticipated as very few vehicle trips to the Site attributable to the Project are anticipated under operating conditions. RPPF9.The Project is located within mapped Wellhead Protection and Potential Public Water Supply Areas,and within a watershed that contributes to an estuary for which a Nitrogen Total DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No i7o2o) Page 8 of 14 Maximum Daily Load has been established. However,in its nature and design,the Project will not create impacts on these regionally-significant water resource areas: A. As evidenced by the Applicants'Hazardous Materials affidavit submitted with the DRI application,the Project will not use or store materials in amounts that might detrimentally impact drinking water resources; B. The Applicants have committed to limiting back-up generator fuel sources to natural gas or propane,which poses little to no risk of harm to related drinking water resources; C. The Project will not generate or store Hazardous Wastes; D. As there is no wastewater flow,water use or managed turf associated with the Project,the anticipated nitrogen loading from the Project is minimal. RPPFio.The proposed equipment compound and reconfigured access road will be gravel;there are not anticipated to be significant changes in site drainage patterns from the Project. The Applicants have proposed stormwater management for construction and operation of the Project,appropriate to the scope of the Project,that satisfies relevant requirements in the RPP. RPPFii,The Applicants have included a drainage report with the DRI application,and the proposed stormwater management facilities(infiltration trench along the proposed reconfigured roadway)address any changes in drainage patterns associated with the Project,and in design ensures that stormwater associated with the Project is captured and infiltrated on the Property. The Applicants have provided a long-term stormwater operations and maintenance plan by which it proposes to manage such stormwater management facilities. The Applicant has also proposed an erosion control plan to manage stormwater run-off during construction. RPPF12.The Applicants prepared and submitted a natural resources review for the.Property as part of the DRI application,which concludes and confirms that the Site.is upland woodland vegetation typical of Cape Cod;is not mapped within a flood hazard zone;neither contains nor is proximate to vernal pools,wetlands or their respective buffer zones;is not mapped as Priority Habitat for Rare or Endangered Species under the Massachusetts Endangered Species Act (MESA); and does not otherwise contain unique or special species or habitats of concern. The Site may contain potential habitat for the federally listed northern long-eared bat,though,as designed(i.e.proposed time of year restrictions on tree clearing),the Project would not result in a prohibited`take'of such species: The Site is mapped by the Commonwealth's Natural Heritage and Endangered Species Program as BioMap2 Core Habitat. RPPFi3.The Applicants have minimized the Project's.impacts on habitat and other natural resource interests,balanced with minimizing the potential visual impacts of the Project. The Project involves approximately 12,400 sq,ft.of site disturbance,including reconfiguration and construction of the gravel access road,and the Project's equipment compound footprint is approximately 5,625 sq.ft.,relatively minor given the size of the Property. A If the proposed WCT occupied the site of the former water tower,no new disturbance would be required. However,the Project was moved further back from the water tower's former footprint to mitigate potential visual impacts. The Project is designed to balance minimizing site disturbance with reducing the visibility of the Project from significant public viewsheds,taking advantage of the existing tree cover on the property and a designed jog in the reconfigured access road to hide direct views of the WCT from such viewsheds. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 9 of 14 B. Greater buffering of the Project could be achieved by locating it further back on the •Property than proposed;however,this would require greater disturbance within areas of the Property mapped as BioMap2 Core Habitat and drinking water resource areas,and areas of the Property mapped as Priority Habitat under MESA,and potentially interfere with water department operations. C. Given the Project's small development footprint and minimization of disturbance,the balancing of natural resource and potential visual impact concerns,and that the Property is already restricted and limited in its development potential as it is held for municipal drinking water supply and protection purposes,no open space mitigation is required for the Project. RPPF14.Prior to filing its DRI application,the Applicants conducted a.balloon test(flying balloons at 15o'and the proposed WCT height of 170')on which to base photosimulations of the proposed WCT. The Applicants submitted photosimulations of the proposed WCT(at heights of 15o'and 170')with its DRI application taken from twelve vantage points in the area surrounding the Project Site and Property. (See Photo Simulations,Cotuit RELO Wireless Communication Facility,414 Main Street,Cotuit,MA 02635;prepared for Centerline Communications by Chappell Engineering Associates,LLC,dated September 5,2017,revised dated November 30, 2017).The Applicants consulted with Commission staff about the appropriate vantage points from which photos should be taken,representing areas of regionally-significant public viewsheds that could be visually impacted by the Project,and the photosimulations were i prepared and balloon test conducted consistent with consultations with staff and guidance in the. Wireless Technical Bulletin. Most of the photosimulations show that at 170',the proposed WCT ' will not be visible,including from significant public viewsheds such as Cotuit Bay,Mosswood Cemetery and Lowell Parka RPPF15.The Applicant has sited the WCT where it will have limited visibility and visual impacts,set back from the road among the existed vegetated buffer,and with a winding, reconfigured access drive. The fenced compound and equipment shelters are located hundreds of feet from Main Street and screened by existing vegetation. The Project proposes a monopole style tower that maintains a narrow profile to the eye,and that will be manufactured in a light gray or other suitable color that blends in with the visual surroundings. The proposed monopole has a narrower profile and is set back further from Main Street than the former multi-column steel water tower,now demolished and on which the Applicant carriers were previously located. RPPF16.Because the Property is held for municipal water supply and protection purposes and not for private development purposes,future clearing of existing vegetation screening on the Property outside the Project Site is unlikely,and such additional clearing is not permitted under this decision. RPPF17.The Project will not have adverse visual impacts on significant historical,cultural or scenic resource areas. The Project is located outside of the National Register Historic District and any local historic districts,but will be near an individually listed National Register building (BRN.303 Harlow Homestead,391 Main Street)and near an area where numerous other historic structures have been inventoried but are not listed. The Applicants filed a Project Notification.Form with the Massachusetts Historical Commission(MHC)dated 7/12/17. MHC did not to provide comments on the Project. RPPF18.Based on this proposed siting,and as shown in the photosimulations,the proposed WCT will not be visible from locations within the National Register Historic District,and will be minimally visible from the Harlow Homestead and areas with other historic structures. The DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No i7o2o) Page io of 14 photosimulations also confirm that the Project will not be visible from significant public viewsheds in the area such as Lowell Park,Mosswood Cemetery or Cotuit Bay. CONCLUSION Based on the Findings and above,the Commission hereby concludes,determines,and finds further that: 1. Subject'to and upon satisfaction of the conditions identified in this decision,the Project is consistent with the Act and the 2oog Regional Policy Plan(as amended). 2. The Project is consistent with Barnstable's Local Comprehensive Plan. 3. The Project is consistent with municipal development ordinances,subject to the Applicants obtaining all required local approvals,licenses,and permits for'the.Project. 4. There are no DCPC Implementing Regulations applicable to the Project. 5. The probable benefit of the proposed development is greater than the probable detriment of the proposed development. The Commission hereby grants DRI approval for the iNireless communications Project at 414 Main Street,Cotuit described herein,subject to the following conditions. CONDITIONS C1.When final,this decision shall be valid and in effect for a period of seven(�7)years,and local development permits may be issued pursuant hereto for a period of seven(7)years from the date of this written decision. This decision shall be final when the appeal period set out in Section 17 of the Cape Cod Commission Act has elapsed without appeal(or if such an appeal has been filed,when the appeal has been finally settled,dismissed,adjudicated,or otherwise disposed of in favor of the Applicants),and a copy of this decision has been recorded with the Barnstable Registry of Deeds,and registered with the Barnstable Land Court,as applicable. The Applicants,jointly and severally,shall bear the costs of recording and registering this decision. C2.This decision shall be appurtenant to and run with the Project Site on the subject Property. The decision shall bind and be enforceable against,and inure to the benefit of,the Applicants' its successors,and assigns. C3.The Project shall be undertaken,constructed,operated,and maintained in accordance with the Findings and Conditions set out herein,including the plans and documents referenced below("Approved Project Plans"). When and as any plans and documents required to be submitted as Conditions of this decision are reviewed and approved by Commission staff,such plans and documents shall be deemed incorporated into the Approved Project Plans,and the Project shall similarly be undertaken,constructed,operated,and maintained in accordance with the same. Approved Project Plans • Project Plan Set entitled"Cotuit ReLo,414 Main Street,Cotuit,MA 02635,SITE NO.: MA-032,"prepared for Centerline Communications by Chappell Engineering Associates, . LLC,last revised dated 11/02/2017, consisting of sheets T-1,C-1,C-2,C-3,C-4,A-1,A-2, A-3,EC-1 • Stormwater Management Report,414 Main Street,Cotuit,MA,prepared for Centerline Communications by Chappell Engineering Associates,LLC,dated November 2, 2017 DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page ii of 14 • Noise Study,Cotuit Relocation,414 Main Street,Cotuit,MA prepared for Centerline Communications LLC by Noise Control Engineering,LLC,dated September 1,2017 • Calculated Radio Frequency Emissions Report,Cotuit Relo MA,414 Main Street,Cotuit, MA o2635,prepared by C Squared Systems for Centerline Communications,dated July 14,2017 Hazardous Materials Supplemental Information and Affidavit,414 Main Street,Cotuit, MA o2635,from Bert Stern,VP,TowerNorth Development,LLC,dated October 1,2017 • Natural Resource Review,Proposed Telecommunications Facility,414 Main Street, Cotuit,Barnstable County,MA 02635 by EBI Consulting dated June 23,2017 C4.Failure to comply,and remain in compliance,with all findings and conditions stated herein may be deemed cause to revoke or require Modification to this decision. This decision does not permit any other work or development at the Project Site or Property,including tree and vegetation clearing and removal,except as authorized herein. Commission staff may make,and the Applicants hereby authorize,site inspections upon reasonable notice to the Applicants,as such visits are needed,to determine whether the Project has been constructed and is being maintained,used and operated in compliance with this decision,including the applicable conditions hereof. C5.Prior to undertaking the same,the Applicants shall apply to and obtain permission from the Commission for any Project changes or changes to this decision,in accordance with the "Modification"section of the Commission's Enabling Regulations in effect at the time the permission is sought. C6.Prior to and as a condition to use and operation of the Project and issuance of Building Permit sign-off for the Project,the Applicants shall apply for and obtain a Certificate of Compliance for the Project from the Commission. Issuance of the Certificate of Compliance is contingent on Commission.staffs review and confirmation that the Project has been completed in accordance with this decision. Commission staff may make a site visit and require submission of further information from the Applicants to evidence compliance with this decision,prior to and in support of issuance of such Certificate. C7.Prior to commencement of Project construction,the Applicants shall: A. have obtained all necessary federal,state, and municipal permits,licenses,and approvals for the Project,and provide copies of the same to the Commission.The Project's consistency with municipal development by-laws,regulations or ordinances shall be evidenced and confirmed by the Applicants obtaining all said necessary municipal permits,licenses and approvals; B. provide evidence to the Commission that a copy of this'decision has been provided to and received by the general contractor for the Project Copies of this decision and approved Project plans and documents referenced herein shall be maintained on-site during Project construction. C8.The proposed monopole shall be painted or manufactured,and maintained,in a light gray color to blend in with the sky and surroundings. Cg.In order to visually screen the Project, existing natural vegetation on the Property shall be . retained and not cleared or removed,except as necessary to construct the Project and as according to that depicted in the Approved Project Plans. DRI Decision-TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 12 of 14 Cio.TowerNorth shall donate and allow space on the wireless communications tower for telecommunications-related,emergency response equipment of the town of Barnstable,should the town desire to arrange with the Applicant to place and maintain equipment on the tower. Cii.There shall be no more than one backup generator for the Project to be shared by all its users,which shall only be fueled by natural gas or propane. Routine generator testing shall only be performed on weekdays during day-time hours. Cie.Any exterior lighting proposed for the Project shall be designed,constructed and operated consistent with the RPP's Community Character lighting standards and with the Commission's Lighting Technical Bulletin. Specifications for any proposed lighting shall be submitted to Commission staff for review and approval prior to installation. To date,no approval has been granted hereunder for exterior lighting associated with the Project. SIGNATURE PAGE FOLLOWS DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File•No 17020) Page 13 of 14. SIGNATURE Executed this I� day of6� 1 2017. t a=— SkAture riot Name and Title COMMONWEALTH OF MASSACHUSETTS Barnstable,ss - ,d '!� 201 Before me,the undersigned notary ublic,personally appeared. ,in his/her capacity as of the Cape Cod Commission,whose name is signed on the preceding document,and such person acknowledged to me that he/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was [ ] photographic identification with signature issue by a federal or state governmental agency, [ ] oath or affirmation of a credible witness,or[ personal knowledge of the undersigned. 'GAIL R HANLEY Notary COMMF)N1[�EAITK OF MAS MASSl1CF1USET78 Notary Public ter Commission Expires ry SEAL 3eptamber 2e,2ota My Commission Expires: DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotait(Commission File No 17020) Page 3L4 of 14 3225 MAIN STREET RQ1 BOX 226 BARNSTABLE, MASSAC:HUSETTS 02630'. CAPE COD (508) 362-3828 • Fax (508)362-3136 www.capeco.dcommission.org COMMISSION it DEVELOPMENT OF REGIONAL IMPACT DECISION Project:. Cotuit Wireless Communications Monopole(Commission File No. 17020) Project Applicants: TowerNorth Development LLC AT&T Mobility LLC,Sprint Spectrum LP,T-Mobile Northeast LLC c/o Bert Stern,VP,Centerline Communications LLC 95 Ryan Drive,Suite 1, Raynham,MA 02767 Property Owner: Cotuit Fire District Project Site Location:414 Main Street, Barnstable(Cotuit);MA 02635(Map 38 Parcel 4) Title Reference: BCRD Deed Book 519 Page 123 Date: December 14,2017 SUMMARY TowerNorth Development LLC proposes.to construct and install.a 170'tall wireless communications monopole,along with supporting equipment and site improvements,to serve up to six personal wireless service carriers,including carriers T-Mobile,Sprint and AT&T,who were formerly located on a water tower at the Property that has recently been demolished. The Cape Cod Commission(Commission)hereby approves with conditions the Project as a Development of Regional Impact(DRI)pursuant to Sections 12 and 13 of the Cape Cod Commission Act(Act). This decision is rendered pursuant to a vote of the Cape Cod Commission on December 14, 2017. FINDINGS The Cape Cod Commission finds and determines as follows: GF1.The Project described herein is a mandatory Development of Regional Impact(DRI) pursuant to Section 30)(1)of the Commission's Enabling Regulations Governing Review of Developments of Regional Impact(Enabling Regulations),revised November 2014, as the "Construction of any Wireless Communication Tower exceeding 35 feet in overall height, including appurtenances,from the natural grade of the site on which it is located..." GF2. Section y(c)(viii)of the Commission's Enabling Regulations contains the,standards for DRI approval,which include consistency.with the Cape Cod Commission Act,Cape Cod Regional Policy Plan(RPP.),District.of Critical Planning Concern.(DCPC)implementing regulations(as applicable),municipal development bylaws or ordinances,and applicable.Local Comprehensive Plans. The Commission must also find that the probable benefit from the proposed development is greater than the probable detriment. GF3,The Commission received a mandatory DRI referral from the Town of Barnstable for the Project on August 21, 2017. The Applicants submitted a DRI application package to the Commission,including supporting narrative,on September 6,2017,and supplemental application materials were submitted throughout September and October 2017.The DRI hearing period for the Project was opened by Commission hearing officer on October 18,2017. A Commission subcommittee held a public hearing on the Project November 21,2017 at Freedom Hall in Cotuit. Commission staff prepared a staff report,dated November 13,2017,for the hearing. At the November 21,2017 hearing,the subcommittee voted to recommend approval of the Project to the full Commission and directed staff to prepare a draft DRI decision for the Commission's consideration. The November 21,2017 hearing was continued to December 14, 2017 for the full Commission's review and consideration of the Project and of the draft DRI decision. The full Commission held a hearing and voted on the Project at its December 14, 2017 meeting. GF4.Applicant TowerNorth Development LLC(TowerNorth)is a company focused on the permitting,design,construction and development of wireless infrastructure throughout the Eastern United States and currently owns and operates wireless facilities in New Jersey, Pennsylvania,Florida,New York and Ohio.TowerNorth is a subsidiary of Centerline Communications,LLC,a"turn-key"wireless services provider headquartered in Raynham,MA. GF5.Co-Applicants T-Mobile,Sprint and AT&T are personal wireless service carriers licensed by the Federal Communications Commission(FCC)to operate wireless telecommunications networks in various markets throughout the country,including the Commonwealth of Massachusetts and the Town of Barnstable. Under these licenses from the FCC,these carriers are obligated to provide reliable wireless communications service to,among others,users in the Town of Barnstable. GF6.TowerNorth proposes to construct a 170'tall,monopole-style wireless communications tower along with and within a fenced 75'X 75'fenced equipment compound. The antenna system for the monopole consists of panel-style remote radio heads. Access to the compound is from an existing gravel road,proposed to be.reconfigured. There are locations on the monopole for up to six personal wireless service carriers,including-co-Applicant carriers T-Mobile,Sprint and AT&T(collectively,the"Project"). From this location,the personal wireless service carriers provide service to Cotuit and a portion of Mashpee: GF7.The proposed monopole and equipment compound is contained within an 80'x 80'lease area,which constitutes the Project Site. The Project Site is in the southwest corner of a larger —158-acre property owned by.the Cotuit Fire District,addressed as 414 Main Street,Cotuit (Property). The proposed reconfigured access road to the Project Site from Main Street is contained within an access and utility easement. The Property is largely wooded and,except for municipal water department uses, undeveloped.Other municipally owned and conservation- restricted land abuts the Property. GFB.TowerNorth has entered into an Option and Lease Agreement with the Property owner Cotuit Fire District for the Project Site on May 1, 2017,under which TowerNorth has rights to permit,construct and operate the Project,with access and utility rights of way from Main Street to the Project Site. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 2 of 14 ;i GF9.The Cotuit Fire District is a municipal body and operates its own water department,the Cotuit Water Department,which supplies water to the village of Cotuit. The Property is primarily held for water supply and protection purposes consistent with Article 97 of the Massachusetts Constitution. GFio.The Co-applicant carriers were previously located on a water tower on the Property that was removed in Summer 2017 because of its deteriorating condition. Said carriers currently operate at the Property on two,temporary,portable 70-90'tall towers under existing leases with the Cotuit Fire District. The District has expressed that,because of concerns in maintaining its water towers,personal wireless service carriers will no longer be allowed to co-locate their equipment on its water towers. GF11.The Co-applicant carriers'co-location on the former water tower did not and would not require mandatory DRI review. Also,were it the water tower that was being reconstructed and which would support the carriers'equipment,no mandatory DRI review would be required. Finally,if it were an existing wireless communication tower(WCT)or utility pole that was proposed to be reconstructed in kind to support the existing carriers,no mandatory DRI review would be required. GF12.To meet existing contractual obligations with the carriers,to ensure continuing wireless coverage in the area,and for continued revenue from the carriers,the District put out a request for proposal(RFP)in March 2016 for the construction and operation of a WCT at the Project Site,to serve,at a minimum,the existing carriers. GF13.Applicant TowerNorth responded and in May 2017 was awarded the contract under the RFP. Pursuant to the award,TowerNorth entered into an option to lease with the Cotuit Fire District.Subject to receipt of all necessary permits,licenses and approval,TowerNorth would exercise the option and enter into a lease with the District,with an express term of up to 25 years with renewals.TowerNorth would build the WCT and supporting infrastructure,and the Co-applicant carriers would renegotiate their existing leases and re-locate on the new WCT. GF14,The RFP was issued by the District with the following stated objectives: • Maintain current telecommunication coverage with existing customers after the demolition of the Main Street Water Tank. • Insure that any telecommunications facilities which are constructed are as innocuous as possible. • Provide a facility/opportunity to enhance service for customers of carriers that are not currently installed at the Main Street Water Tank, GF15.In so structuring the RFP,the District attempted to account for and address local and regional concerns that follow from demolition of the water tower and subsequent construction and use of the proposed WCT. GF,16.Applicant TowerNorth states the following objectives in pursuing the Project,which relate back to stated objectives in the RFP: • Provide the carriers with the closest possible location to the previous water tank to adequately duplicate their existing coverage. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 3 of 14 • Shift the facility away from the previous water tank location to further distance the site from surrounding residences. • Use existing foliage on the property to provide screening of the tower and compound from nearby homes and viewshed areas. • Meet the tower setback requirements of the Town of Barnstable and the Cape Cod Commission. • Minimize the amount of disturbance to existing foliage on the property by utilizing the existing previously disturbed access drive on the parcel. • Avoid potential Bio Core Habitat or other sensitive areas as defined by the Cape Cod Commission. GF17.The proposed WCT is located—330 feet northeast of the former water tower on the Project Site,and—417 feet from Main Street,further back from Main Street than the former water tower. The proposed WCT has been designed to provide a total of six spots for co- location,which would provide three additional spots for carriers over and above those immediately proposed to be occupied by the Co-applicant carriers. The nearest residence is located more than 300'from the proposed WCT,further than the former water tower was to neighboring residences. GF18.In order to maintain equivalent and acceptable levels of coverage and capacity that existed when the Co-applicant carriers were located on the former water tower,the Co-applicant carriers must operate and be located in the vicinity of the former water tower,and at similar heights as previously located. The Co-applicant carriers'surrounding networks and network performance are also designed and predicated on the carriers'locations on the former water tower,and the location of the former water tower.The height of the WCT is proposed at 170',the same height of the former water tower,and is in the general vicinity of the former water tower. The Co-applicant carriers are proposed to be located on the WCT at the same heights they were previously located on the former water tower. At reduced heights,including the heights at which these carriers are currently located on the temporary wireless towers on the Property,the Co-applicant carriers are not able to meet coverage service requirements. At reduced heights, a completely different location,or without any replacement tower,there is a significant gap in the Co-applicant carriers'wireless coverage. GF19.The proposed WCT is the minimum height necessary to provide telecommunications coverage for a significant gap in wireless service caused by the decommissioning of the water tank by the Cotuit Fire District. Designing and constructing a wireless telecommunications system that provides seamless coverage requires a grid of radio transmitting and receiving links located up to two(2)mules apart,which,based on network and site topography features,operate on a line-of-sight basis,requiring a clear path from the facility to the user on the ground; antennas are located where the signal is not obstructed or degraded by buildings or geographical features. GF2o.The subject gap in coverage includes an area greater than one(1)square mile in Cotuit Village and the Town of Barnstable,including Route 28,Main Street,Old Mill Road/Sampson Road,School Street,Old Oyster Road,Santuit Road and surrounding neighborhoods,as well as roads and community areas adjacent thereto. Distributive Antenna Systems(DAS)mounted on utility poles are not adequate to supply coverage to a gap of one square mile or larger,and thus would not be an effective or appropriate way to maintain wireless coverage in the area of the Project Site. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 4 of 14 GF21.The Applicants provided a map with its DRI application of other existing tall structures within a 2-mile radius of the Project Site. (See Google Map entitled,"Available Tall Structures Within 2 Miles,Proposed Tower, 2 Mile Radius,"undated). There are no existing structures that could act as a replacement site for the three Co-applicant carriers who have lost coverage due to the removed water tank.An analysis of existing structures within a two(2)mile radius show no available sites with structures of height sufficient to co-locate telecommunications equipment that could fill the coverage gap. The only existing structure of sufficient height within the search area is the West Street water tank also under the care and custody of the Cotuit Water Department.The Cotuit Water Department will not allow co-location on the tank by any wireless service providers,as testified to by the Board of Water Commissioners at the November 21, 2017 subcommittee hearing. GF22.Without development of the Project,the Co-applicant carriers cannot provide reliable service to the Town of Barnstable pursuant to the Telecommunications Act of 1996 and their licenses issued by the FCC. The Project will provide reliable coverage within and to Cotuit village and its immediately surrounding areas.The Co-applicants carriers have provided appropriate and sufficient documentation and analyses to evidence a significant gap in wireless coverage and thus the need and demand for the Project,including documentation consistent with guidance set out in the Commission's Wireless Technical Bulletin. GF23.The Co-applicant carriers have each provided Radio Frequency(RF)reports and coverage maps confirming and justifying the need for the proposed WCT in order to alternately maintain adequate or fill a significant gap in coverage,and thus continuous,reliable wireless service: • RF Report,Proposed Wireless Facility,MA2549,414 Main Street,Cotuit,MA 02635, prepared by C Squared Systems, LLC for AT&T,dated August 15, 2017,with additional information regarding temporary-site tower(COW)coverage dated December 6,2017; • RF Report,Proposed Wireless Facility,BS13XC662,414 Main Street,Cotuit,MA 02635, prepared by C Squared Systems,LLC for Sprint,dated August 17,2017(revision submitted November 9,2017),with additional information regarding temporary site tower(COW)coverage dated December 7,2017; • T-Mobile RF Propagation Maps and Data package consisting of eight pages entitled"Site Replacement-4HY1559A,LTE Mid-Band Plots,"submitted September 6,2017,with additional information regarding temporary site tower(COW)coverage submitted December 11, 2017. GF24,The Applicant carriers'coverage maps detail coverage conditions that existed when the former water tower had not yet been removed;coverage conditions that might exist if personal wireless service facilities were not replaced in the area;coverage conditions with reduced carrier height on the temporary,portable towers on the Property; and coverage conditions in light of proposed construction and operation of the Project. The Applicant carriers'coverage maps evidencing Project need and gaps in coverage were appropriately generated using boo mHz transmission frequencies,which is the broadest(but least intense)transmission frequency., GF25.The Project is located on municipal land. Projects of this type are appropriately located on municipal land,affording a municipality enhanced land development controls in the planning,construction, operation,and eventual decommissioning of such a project,where the municipality,through its political subdivisions,acts both as a as landlord and permitting authority. The Project does not interfere with municipal operations and is consistent with the purposes for which the land is used and held. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 5 of 14 �1 GF26.The proposed monopole and equipment,including,without limitation,its constituent antennas,equipment shelters and security barrier/fence,are collectively defined as a"Personal Wireless Service Facility"(PWSF)under the Commission's Wireless Technical Bulletin. The town should consider in its permitting for the Project and lease negotiations for the Project Site adopting contingencies and processes for the potential,eventual Abandonment of the PWSF, whereby the owner/s of the PWSF evidences its intent to abandon or discontinue operations of the PWSF,and establishing the respective duties and obligations of the owner/s of the PWSF to the town upon Abandonment of the PWSF. In its lease negotiations and permitting for the Project,the town could consider requiring that the PWSF owner/s post bond or other surety to ensure the PWSFs physical removal and site restoration upon abandonment. GF27.TowerNorth submitted with its DRI application an Obstruction Analysis Report prepared. by Federal Airways&Airspace®,dated 6/12/2017,which concluded that the Project poses little to no risk of adverse aeronautical impacts and that it is unlikely that the Federal Aviation Administration will require lighting for the proposed monopole. GF28.The Project is consistent with the Barnstable Local Comprehensive Plan by minimizing development in a Low Density Residential area,supporting upgrades to telecommunications infrastructure,providing well maintained public facilities to serve future communication needs of the community that are equitably distributed with minimal environmental and community character impacts,and is consistent with the Cotuit Village Plan by supporting operations of the Cotuit Fire District: GF2g.The only DCPC applicable to the Project is the Cape-wide Fertilizer Management DCPC. Barnstable adopted a fertilizer(nutrient)management ordinance as implementing regulations pursuant to this DCPC(Chapter 78 of the General Ordinances of the Code of the Town of Barnstable,"Fertilizer Nitrogen and Phosphorous Control"). The Applicants do not propose to manage turf with fertilizer applications,and thus the implementing regulations do not apply to the Project. GF30.The following municipal reviews,actions,permits,licenses and approvals are required for the Project from.the Town of Barnstable:Site Plan Review;Zoning Board of Appeals Dimensional Variance for the height of the WCT; and a Building Permit. GF31.The Project is consistent with municipal development ordinances,provided.the Applicants obtain all necessary local permits,licenses,and approvals. A. The Property and Project Site are in a RF residential zoning district,a low density residential district,and Resource Protection Overlay District. The purposes of the Resource Protection Overlay District are to protect surface water and groundwater quality,and reduce development potential in an area where additional residential development could face a shortfall in public facilities. The Project use is not a prohibited use within this District. B. The Zoning Ordinance of the Town of Barnstable(Chapter 240),Article X(Personal Wireless Communication)allows for the installation and construction of personal wireless facilities and associated equipment in all zoning districts,subject to Site Plan Review and issuance of a Building Permit. The maximum building height in the RF district is 30 feet;therefore,the Applicants will need a Dimensional Variance for the height of the tower from the Barnstable Zoning Board of Appeals because they cannot close significant gaps in wireless coverage without pursuing the Project in a zoning DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 6 of 14 I district that limits structures to a height of 30 feet.. "The need for closing a significant gap in coverage,in order to avoid an effective prohibition of wireless services, constitutes another unique circumstance when a zoning variance is required" [See Nextel Communications of the Mid Atlantic,Inc. v.Town of Wayland,231 F.Supp. 2d 396, 406-407(D.Mass.2002)], GF32.The Town of Barnstable's Planning and Development Department Director,Elizabeth . Jenlans,provided oral testimony at the November 21,2017 subcommittee hearing on behalf of the Town regarding the Project's consistency with the Town's development ordinances and its Local Comprehensive Plan. GF33.The probable benefits of the Project include: A. The Project will fill a significant gap in wireless coverage caused by the decommissioning of a structurally impaired municipal water tower,providing a needed service to a variety of users including area residents,the travelling public and visitors who rely on such services for emergency communications,to operate their businesses and to communicate with friends and family either in home or in vehicle. Wireless communications are used by many homeowners who have eliminated land lines,and use of multiple wireless platforms create high data demand that will be served by the Project. B. The Project proposes immediate wireless carrier co-location of the three carriers previously located on the former water tower on the Property,and maximizes co- location opportunities for other carriers on the Project Site,potentially eliminating or limiting the future need for additional towers in Cotuit. C. The Project is a low impact,low intensity infrastructure development,which supports other development. D. The Project is well-sited and appropriate on municipal land,and on the particular land proposed for siting,will assist the Cotuit Fire District in meeting contractual obligations and will provide a regular revenue stream for the District to assist in maintaining services for area residents. REGIONAL POLICY PLAN FINDINGS RPPF1.The Project was•reviewed subject to relevant issue areas of the 2009 RPP,amended August 2012,and corresponding standards applicable and material to the Project,and to the Commission's Technical Bulletin 97-001,"Guidelines for.DRI Review of Wireless Communication Towers"(Wireless Technical Bulletin). RPPF2.The Regional Policy Plan contains goals and performance standards that apply to review - of any given DRI project. Given the nature of WCT projects in general,and of the specific Project under consideration,many of the RPP's goals and standards are either inapplicable or not material to the Project. Under Section 7(c)(viii)(d)of the Enabling Regulations,the Commission is specifically authorized to waive RPP Goals,Standards and Issue Areas it deems outside the scope of project review for WCTs. RPPF3.The primary emphasis in and scope of this DRI review,as with most if not all DRI reviews of proposed WCTs,is the potential visual impact of the Project as assessed under the RPP area of Community Character. The Project balances potential natural resource impact concerns with potential visual impact concerns,and the Project is consistent with RPP goals, DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 7 of i4 w standards and practices,and guidance from the Wireless Technical Bulletin, applicable and material to the Project,as discussed in more detail,below. RPPF4.The Project is consistent with guidance in the Commission's Wireless Technical Bulletin: A. The proposed WCT meets the Commission's`fall zone'/setback requirements from buildings and property lines. B. The Applicants'noise study shows that the Project meets the 5o dB(A)limitations on ambient noise from the Project under regular operation.. C. The Applicants'Radio Frequency(RF)emissions report indicates that the Project meets applicable RF emissions limitations. D. The Applicants have so designed the Project and committed to donating a position on the proposed WCT for municipal emergency response services. RPPF5.The Project proposes infrastructure to meet community and regional needs,and to maintain the reliability and quality of infrastructure services. The Project will provide and maintain acceptable levels of personal wireless service coverage to portions of Barnstable and Mashpee. The Project is proposed in response to an identified need for infrastructure services. RPPF6.The Project minimizes adverse impacts of development on land by using land efficiently, protecting sensitive resources,and is appropriately sited. The Project proposes carrier co- location and opportunities for further co-location,and the Applicants have minimized the footprint of the Project and its associated land disturbance to the extent.feasible. The Project is located on municipal land which is preferred to the extent concerns about potential impacts on regional resource areas can be addressed,where a municipal body acts as a fiduciary for its residents,and has a greater level of control over planning,construction and oversight of use and development on such land. RPPF7.The Site is mapped as a Significant Natural Resources Area(SNRA)in the RPP due to the presence of public water supply wellhead protection areas and potential public water supply area, and as a Resource Protection Area'on the Commission's Land Use Vision Map(LUVM). The RPP defines a Resource Protection Area as an area designated on the Regional Land Use Vision Map that warrants protection and where additional growth is not desired due to the presence of one or more sensitive resources such as Wellhead Protection Areas,Land Subject to Coastal Storm Flowage(LSCSF)or Sea, Lake,and Overland Surges by Hurricanes(SLOSH) zones,historic districts,and the Cape Cod National Seashore,wetlands,vernal pools,protected open space,and designated Districts of Critical Planning Concern(DCPCs). The Project is consistent with and appropriately located within the mapped Resource Protection Area,as the Project is not contrary to the purposes and resources underlying the designation.The Project involves a low impact and intensity land use,with a small development footprint and limited site disturbance, consistent with the current use of the Property and with surrounding land uses and development. There are few vehicle trips and minimal nitrogen load associated with the Project. RPPF8.The Project will not be staffed day to day,and no permanent impacts to the regional transportation network from the Project are anticipated as very few vehicle trips to the Site attributable to the Project are anticipated under operating conditions. RPPFg.The Project is located within mapped Wellhead Protection and Potential Public Water Supply Areas,and within a watershed that contributes to an estuary for which a Nitrogen Total DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 8 of 14 i Maximum Daily Load has been established. However,in its nature and design,the Project will not create impacts on these regionally-significant water resource areas: A. As evidenced by the Applicants'Hazardous Materials affidavit submitted with the DRI application,the Project will not use or store materials in amounts that might detrimentally impact drinking water resources; B. The Applicants have committed to limiting back-up generator fuel sources to natural gas or propane,which poses little to no risk of harm to related drinking water resources; C. The Project will not generate or store Hazardous Wastes; D. As there is no wastewater flow,water use or managed turf associated with the Project,the anticipated nitrogen loading from the Project is minimal. RPPFio.The proposed equipment compound and reconfigured access road will be gravel;there are not anticipated to be significant changes in site drainage patterns from the Project. The Applicants have proposed stormwater management for construction and operation of the Project,appropriate to the scope of the Project,that satisfies relevant requirements in the RPP. RPPFii.The Applicants have included a drainage report with the DRI application,and the proposed stormwater management facilities(infiltration trench along the proposed reconfigured roadway)address any changes in drainage patterns associated with the Project,and in design ensures that stormwater associated with the Project is captured and infiltrated on the Property. The Applicants have provided a long-term stormwater operations and maintenance plan by which it proposes to manage such stormwater management facilities. The Applicant has also proposed.an erosion control plan to manage stormwater run-off during construction. RPPF12.The Applicants prepared and submitted a natural resources review for the Property as part of the DRI application,which concludes and confirms that the Site:is upland woodland vegetation typical of Cape Cod;is not mapped within a flood hazard zone;neither contains nor is proximate to vernal pools,wetlands or their respective buffer zones;is not mapped as Priority Habitat for Rare or Endangered Species under the Massachusetts Endangered Species Act (MESA);and does not otherwise contain unique or special species or habitats of concern. The Site may contain potential.habitat for the federally listed northern long-eared bat,though,as designed(i.e.proposed time of year restrictions on tree clearing),the Project would not result in a prohibited`take'of such species: The Site is mapped by the Commonwealth's Natural Heritage and Endangered Species Program as BioMap2 Core Habitat. RPPF13.The Applicants have minimized the Project's impacts on habitat and other natural resource interests,balanced with minimizing the potential visual impacts of the Project. The Project involves approximately 12,400 sq.ft.of site disturbance,including reconfiguration and -- construction of the gravel access road,and the Project's equipment compound footprint is approximately 5,625 sq.ft.,relatively minor given the size of the Property. A. If the proposed WCT occupied the site of the former water tower,no new disturbance would be required. However,the Project was moved further back from the water tower's former footprint to mitigate potential visual impacts. The Project is designed to balance minimizing site disturbance with reducing the visibility of the Project from significant public viewsheds,taking advantage of the existing tree cover on the property and a designed jog in the reconfigured access road to hide direct views of the WCT from such viewsheds. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 9 of 14 L B. Greater buffering of the Project could be achieved by locating it further back on the Property than proposed;however,this would require greater disturbance within areas of the Property mapped as BioMap2 Core Habitat and drinking water resource areas, and areas of the Property mapped as Priority Habitat under MESA,and potentially interfere with water department operations. C. Given the Project's small development footprint and minimization of disturbance,the balancing of natural resource and potential visual impact concerns,and that the Property is already restricted and limited in its development potential as it is held for municipal drinking water supply and protection purposes, no open space mitigation is required for the Project. RPPF14.Prior to filing its DRI application,the Applicants conducted a.balloon test(flying balloons at 150'and the proposed WCT height of 170')on which to base photosimulations of the proposed WCT. The Applicants submitted photosimulations of the proposed WCT(at heights of 150'and 170')with its DRI application taken from twelve vantage points in the area surrounding the Project Site and Property. (See Photo Simulations,Cotuit RELO Wireless Communication Facility,414 Main Street,Cotuit,MA 02635,prepared for Centerline Communications by Chappell Engineering Associates,LLC,dated September 5,2017,revised dated November 30, 2017).The Applicants consulted with Commission staff about the appropriate vantage points from which photos should be taken,representing areas of regionally-significant public viewsheds that could be visually impacted by the Project,and the photosimulations were prepared and balloon test conducted consistent with consultations with staff and guidance in the Wireless Technical Bulletin. Most of the photosimulations show that at 170',the proposed WCT will not be visible,including from significant public viewsheds such as Cotuit Bay,Mosswood Cemetery and Lowell Park. RPPF15.The Applicant has sited the WCT where it will have limited visibility and visual impacts,set back from the road among the existed vegetated buffer,and with a winding, reconfigured access drive. The fenced compound and equipment shelters are located hundreds of feet from Main Street and screened by existing vegetation. The Project proposes a monopole style tower that maintains a narrow profile to the eye,and that will be manufactured in a light gray or other suitable color that blends in with the visual surroundings. The proposed monopole has a narrower profile and is set back further from Main Street than the former multi-column steel water tower,now demolished and on which the Applicant carriers were previously located. RPPF16.Because the Property is held for municipal water supply and protection purposes and not for private development purposes,future clearing of existing vegetation screening on the Property outside the Project Site is unlikely,and such additional clearing is not permitted under this decision. RPPF17.The Project will not have adverse visual impacts on significant historical,cultural or scenic resource areas. The Project is located outside of the National Register Historic District and any local historic districts,but will be near an individually listed National Register building (BRN.303 Harlow Homestead,391 Main Street)and near an area where numerous other historic structures have been inventoried but are not listed. The Applicants filed a Project Notification Fonn with the Massachusetts Historical Commission(MHC)dated 7/12/17. MHC did not to provide comments on the Project. RPPF18.Based on this proposed siting,and as shown in the photosimulations,the proposed WCT will not be visible from locations within the National Register Historic District,and will be minimally visible from the Harlow Homestead and areas with other historic structures. The DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 10 of 14 photosimulations also confirm that the Project will not be visible from significant public viewsheds in the area such as Lowell Park,Mosswood Cemetery or Cotuit Bay. CONCLUSION Based on the Findings and above,the Commission hereby concludes,determines,and finds further that: 1. Subject to and upon satisfaction of the conditions identified in this decision,the Project is consistent with the Act and the 2oog Regional Policy Plan(as amended). 2. The Project is consistent with Barnstable's Local Comprehensive Plan. 3. The Project is consistent with municipal development ordinances,subject to the Applicants obtaining all required local approvals,licenses,and permits for the Project. 4. There are no DCPC Implementing Regulations applicable to the Project. 5. The probable benefit of the proposed development is greater than the probable detriment of the proposed development. The Commission hereby grants DRI approval for the HRreless communications Project at 43.4 Main Street,Cotuit described herein,subject to the following conditions. CONDITIONS C1.When final,this decision shall be valid and in effect for a period of seven(�7)years,and local development permits may be issued pursuant hereto for a period of seven(7)years from the date of this written decision. This decision shall be final when the appeal period set out in Section 17 of the Cape Cod Commission Act has elapsed without appeal(or if such an appeal has been filed,when the appeal has been finally settled,dismissed,adjudicated,or otherwise disposed of in favor of the Applicants),and a copy of this decision has been recorded with the Barnstable Registry of Deeds,and registered with the Barnstable Land Court,as applicable. The Applicants,jointly and severally,shall bear the costs of recording and registering this decision. C2.This decision shall be appurtenant to and run with the Project Site on the subject Property. The decision shall bind and be enforceable against,and inure to the benefit of,the Applicants, its successors,and assigns. C3.The Project shall be undertaken,constructed,operated,and maintained in accordance with the Findings and Conditions set out herein,including the plans and documents referenced below("Approved Project Plans"). When and as any plans and documents required to be submitted as Conditions of this decision are reviewed and approved by Commission staff,such. plans and documents shall be deemed incorporated into the Approved Project Plans,and the Project shall similarly be undertaken,constructed,operated,and maintained in accordance with the same. Approved Project Plans • Project Plan Set entitled"Cotuit ReLo,414 Main Street,Cotuit,MA 02635,SITE NO.: MA-032,"prepared for Centerline Communications by Chappell Engineering Associates, LLC,last revised dated 11/02/2017, consisting of sheets T-1,C-1,C-2,C-3,C-4,A-1,A-2, A-3,EC-1 • Stormwater Management Report,414 Main Street,Cotuit,MA,prepared for Centerline Communications by Chappell Engineering Associates,LLC,dated November 2, 2017 DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page ii of 14 • Noise Study,Cotuit Relocation,414 Main Street,Cotuit,MA prepared for Centerline Communications LLC by Noise Control Engineering,LLC,dated September 1, 2017 • Calculated Radio Frequency Emissions Report,Cotuit Relo MA,414 Main Street,Cotuit, MA o2635,prepared by C Squared Systems for Centerline Communications,dated July 14,2017 • Hazardous Materials Supplemental Information and Affidavit,414 Main Street,Cotuit, MA 02635,from Bert Stern,VP,TowerNorth Development,LLC,dated October 1,2017 • Natural Resource Review,Proposed Telecommunications Facility,414 Main Street, Cotuit,Barnstable County,MA 02635 by EBI Consulting dated June 23, 2017 C4.Failure to comply,and remain in compliance,with all findings and conditions stated herein may be deemed cause to revoke or require Modification to this decision. This decision does not permit any other work or development at the Project Site or Property,including tree and vegetation clearing and removal,except as authorized herein. Commission staff may make,and the Applicants hereby authorize,site inspections upon reasonable notice to the Applicants,as such visits are needed,to determine whether the Project has been constructed and is being maintained,used and operated in compliance with this decision,including the applicable conditions hereof. C5.Prior to undertaking the same,the Applicants shall apply to and obtain permission from the Commission for any Project changes or changes to this decision,in accordance with the "Modification"section of the Commission's Enabling Regulations in effect at the time the permission is sought. C6.Prior to and as a condition to use and operation of the Project and issuance of Building Permit sign-off for the Project,the Applicants shall apply for and obtain a Certificate of Compliance for the Project from the Commission. Issuance of the Certificate of Compliance is contingent on Commission staffs review and confirmation that the Project has been completed in accordance with this decision. Commission staff may make a site visit and require submission of further information from the Applicants to evidence compliance with this decision,prior to and in support of issuance of such Certificate. C7.Prior to commencement of Project construction,the Applicants shall: A. have obtained all necessary federal,state, and municipal permits,licenses,and approvals for the Project,and provide copies of the same to the Commission.The Project's consistency with municipal development by-laws,regulations or ordinances shall be evidenced and confirmed by the Applicants obtaining all said necessary municipal permits,licenses and approvals; B. provide evidence to the Commission that a copy of this'decision has been provided to and received by the general contractor for the Project.Copies of this decision and approved Project plans and documents referenced herein shall be maintained on-site during Project construction. C8.The proposed monopole shall be painted or manufactured,and maintained,in a light gray color to blend in with the sky and surroundings. Cg. In order to visually screen the Project,existing natural vegetation on the Property shall be retained and not cleared or removed,except as necessary to construct the Project and as according to that depicted in the Approved Project Plans. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 12 of 14 r! - Cio.TowerNorth shall donate and allow space on the wireless communications tower for telecommunications-related,emergency response equipment of the town of Barnstable,should the town desire to arrange with the Applicant to place and maintain equipment on the tower. Cif.There shall be no more than one backup generator for the Project to be shared by all its users,which shall only be fueled by natural gas or propane. Routine generator testing shall only be performed on weekdays during day-time hours. Cie.Any exterior lighting proposed for the Project shall be designed,constructed and operated consistent with the RPP's Community Character lighting standards and with the Commission's . Lighting Technical Bulletin. Specifications for any proposed lighting shall be submitted to Commission staff for review and approval prior to installation. To date,no approval has been granted hereunder for exterior lighting associated with the Project. SIGNATURE PAGE FOLLOWS DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 13 of14 SIGNATURE Executed this / day of Z;V&7egq 2017. Signature Tint Name and Title COMMONWEALTH OF MASSACHUSETTS Barnstable,ss ;a"4e ,2017 Before me,the undersigned notary public,personally appeared. ,in his/her capacity as 1 of the Cape Cod Commission,whose name is signed on the preceding document,and such person acknowledged to me that he/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was[ ] photographic identification with signature issue by a federal or state governmental agency, [ ] oath or affirmation of a credible witness,or[ rsonal knowledge of the undersigned. A, 'GALL P.HAN LEY NotaryPublic COMYElNhifAl7"OF MAS MU SAq/U$ET78 Notary Pllb11C C rrmssion SEAL �s��' nber 2e,220i888 My Commission Expires: DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 14 of 14 Town of Barnstable Building ?e. � '� ' s &Post.This Card,So Thatit is:V�sible°-Fcom tFeEStreet A roved Plans;Must,be_Reta�ned on°J.ob and this,Ca'rd Must'be:.Kept �,,M �' tAAN t.E. • r�z-' Permit bQ s Posted U,ntilF�nal Inspection Has Been Made _: N ,1Nhece'la Certificate of Occupancy_s Requtredsuch Building shall Not be O�ccup�ed until a Final Inspectionhas been made Permit NO. B-18-3284 Applicant Name: Alex Murshteyn Approvals Date lssued: 11/05/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 05/05/2020 Foundation: Location: 414 MAIN STREET(COTUIT),"COTUIT Map/Lot: 038-004 Zoning District: RF Sheathing: Owner on Record: COTUIT FIRE DISTRICT Contractor Name, ^.PETER P SCRENCI framing: 1 Address: PO BOX 1475 Contractor,Lice is ., CS=094647 2 COTUIT, MA 02635 `Est Protect Cost:. $85,000.00 Chimney: Description: Collocate(12)AT&T antennas at 147'and equipment shelter on `j Permit Fee: $99&50 ground,along with cabling and equipment ancillary thereto,at the Insulation: ^ Fee Paid $998.50 existing 170'cell tower and fenced tower compound,erected under Final: B-18-1224. (` Date . 11/5/2018 1st extension expires 11/5/2019 2nd extension expires 5/5/2020 Plumbing/Gas 1 -~ �;� Rough Plumbing: Project Review Reg: .F =Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withmksix months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction d ntsocume for which Rough Gas: g tl%s permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning:by lawsarid codes. This permit shall be displayed in a location clearly visible from access area o'r,"oad and shall be maintained open for pu'bl,ic�nspection for the entire duration of the Final Gas: work until the completion of the same. 1_1 Al ry � ^ Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe,Building and Fire Officialare provided o�nthis.permit. Service: Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing $0, u 2.Sheathing Inspection s '� „^ uw �^ Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 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). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT w. Alex Murshte n _ . From:. Alex Murshteyn. :.: : ..: Sent: Friday,September 27, 20.19 4:04:PM To: Shea; Sally. : . . .. Cc: Florence, Brian; Barrows, Debi;Jeff De.IliColli Michael Gentile Subject: RE:-TB-197-2921 %/%FW'ViewPermit Building Application'Receipt///-MA2549 aka MA1093:in.Cotuit Attachments:. : : MA2549 - BPApplication for perm.tower 1.9_0906 - 2nd renewal:UPS 0927.pdf ::.Hi Sally, _.:. .. We did receive.the 15t extension to.B-18-3284 last:week,,so thank you.:Once.we provided it on to.the team they,also advised us that they do not anticipate to finish before the-5t ;so:please'do provide 2"d extension as well. -See the$75 check attached; UPS will.arrive Monday:;Also;:please update the:GC to be Empire Telecom.USA, LLC. Worker's Comp Affidavit,.C.OIs and copy of the.CSL are attached.within.: .::Thanks, . Alex Murshte n 5087821-0159 From:Alex Murshteyn p. Sent:Tuesday, September 10, 2019 9:52 AM To:Shea, Sally<Sally.Shea@town.barnstable.ma.us> Cc: Florence, Brian<Brian.Florence@tOWn.bdrnsta...e.:ma.us>' BarrowS,Debi<Debi.Barrows.@town.barnstable.ma.us> Subject: RE:TB=19-2921� FW:ViewPermit Building ApplicationReceipt///MA2549 aka MA1093 in Cotuit Hi Sally; . , .. .. .. Thank ou for our clarification=.I have asked for the:check and will forward.once I have it.:' Best> ..... .. Alex Murshteyri . . .. :. . ..:: .... .. 508-821-0159 q. - From:Shea,:Sally<Sally.Shea.@town.barnstable.ma.us> Sent:Monday, September 9, 2019 2:32 PM: . Toi Alex Murshteyn <amurshteyn@clinellc.com> Cc: Florence; Brian<Brian.Florehce@town.barnstable.ma.us>; Barrows, Debi.<Debi.Barrows@town.barnstable.ma.ds>_ Subject: RE:T6-19-2921.///FW:ViewPermit-Building Application Receipt///MA2549 aka MA1093 in Cotuit:, Hi Alex, You will not need to reapply for another permit to extend the existing permit b718-3284: The Building Commissioner ..:Understands the unusual_circumstances, Had.the permit been extended prior to expiration it would be validuntil November 5;2019. We will honor your request to extend the original permit. Please submit a$ 50:00 fee and we can process your:request. If this project does not proceed:in:a timely fashion,.please request an additional extension prior: to November 5, 201.9.At that time second extension a fee of$75.00 would be required. We will inactive;the permit .;application of B49=2921 as this applications is`a duplicate.. Please call if you have any questions. r Sincerely k (��a L 4 .. Y 4 t '" 'ta% sip The Commonwealth of Massachusetts .. ... Department of Industrial Accidents Congress.S4e4'Suite<100 < Bastop,MA 02119 2017 /d www: ass goy to m workers'Compensation lnsurance Affidavit Builders/Contractors/Eloetrician§/Plumbers To BE FILED WITH THE PERMITTING.AUTHQRITY: Applicant Information Please Print Legibly:. . . Empire. : aine.(Business/Organizaton/[ndividual) Em Telecom USA,.LL•C. •: P .. .. . . 16 Es ulre Road Address: 4 Billerica,-MA 01862= City/State/Zip:. Phone#:617 639-4908 Are you an employer?Check the appropriate box;:- Type.. project(required) 1.Q I am a employer with 100 employees Wlamvor part tune).* .2.a I'am a sole proprietor orpartneiShip,and have noemployces working forme in 7. ❑New construction ❑Remodelin any capacity.[No workers'-comp-insurance required.] 8 g' 3. 1 am a homeowner Join all work m self '9 Demolition ❑ g y [No workers comp msuurance required]1 • • 4. lama homeowner and will be.hiring conttactors io conduct all work on my property. l will .. 10❑Bu1lthTig addition ❑.. ensure thatau contractors eitherhave workers'compensation insurance or are sole 11.0 Electrical repairs or;addihons proprietors with no employees 12.QPlumbing repairs or additions 5.❑1 am a general.contractor and I have hired the sub-contractors listed on the attached sheet:. These sub contractors have employees and have workers'comp.insurance? f repairs _. . 13:aRoo 6. We'aie a eorlmration and it§oofficers have exercised their ri t of exe tb ❑ gh mption.per MGL c. ` 14.�0 `erWir Bless site 152;§1(4),and'we have no.employees.:[No workers'comp:'insurance required;] eve opmen . . *Any,applicant ihatchecks box:#L must.alio 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-c enactors and state wbether:or not those entities have employees. If the sub-contractors have employees,they:must provide their workers'comp.policy numtier: l am air employer that is rovidirr ►workers'coin ensalion insurance or m em to ee& Below.is:the. olkc gird o6 sire P g P I Y; P. Y - p Y : J information. Insurance:Gomp`any Name: First Liberty Insurance Corporation Policy#or.Self:ins::Lic.#: WC67631=5 0650-018 Expirdtion-Date: 11/30/2019. 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 MGL C. 152,"§25A is a criminal violation punishable by a fine up fo'$1 .00.00 and/or one-year impnsonment,as well as civil penalties in the form of a STOP WQRK°ORDER.and a."fine of up to$25.0.00 a:' day:against the violator.A copy'of this statement may<be'forwarded to,the•Office of Investigations of the DIA;for insurance coverage verification: do.hereby c"er8jf444er the pains and p'efiddes of perjury that the information provided above is tare and•comer(: .. Si nature: V :Date: Rhone#.617 639 4908 Ojfcial'use oitly. Do hot write in this arear to be completed 8y city or fowl:official City or Town, Permit/License# x Issuin Authors . crcle one g t3' i .( ) 1.Board'6f-Healt6 '2 Building,Department 3 C ty/Town Clerk 4 ElectrlcaC Inspector 5 Pl"uotbing Inspector' b:Other . . ContactPerson' .. Phone#i r r i + a < �- r ra_`l i• f r< to .a K t3 �' t` ' y t + t % t :• ,� "' i': +� ` 3 rid. • r+ cl r ,, f * ,{ e ;.� •.r I `F • d xt y. { ,;a 6 •t - �.. ,Lepstt-• �, ��,"+a�.�a r7'3 qqS"`�RYc � 4� , ,[ ,�r..� e r � t c � i- ' •. .A. li' 4i,: w r y •h .'i'c .,< l .. , x p"'MI �t. .,, s e f} t A "'�.a ..• 7, x 'AC a CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) `. 11/29/2018 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 have ADDITIONAL INSURED provisions or 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 ,. CONTACT NAME: Cassie Burke Arthur J. Gallagher Risk Management Services, Inc. PHONE FAX 4000 Midlantic Dr, Suite 200 (A/C, A/c No Ext:856-482-9900 A/C, /c No:856-482-1888 Mt. Laurel NJ 08054 nDoRLEss: CherryHill.BSD.CertM@AJG.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:First Libedy Insurance Corporation 33588 INSURED INSURER B:Liberty Mutual Fire Insurance Company 23035 Empire Telecom USA, LLC 1150 1st Avenue, Suite 600 llusuRERc:AXIS Insurance Company 37273 King of Prussia, PA 19406 INSURERD:Liberty Insurance Underwriters Inc 19917 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER:111597710 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. I�TRR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MMIDDPOLICY/YYYY MM DDIYYYY LIMITS B X COMMERCIAL GENERAL LIABILITY TB2-631-510650-048 11/30/2018 11/30/2019 EACH OCCURRENCE $2,000,000 CLAIMS-MADE F OCCUR DAMAGE TO RENTED PREMISES Ea cc ourrence $300.000 MED EXP(Any one person) $5,000 X XCU PERSONAL&AD V INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - GENERAL AGGREGATE $4,000,000 POLICY a JECT a LOC PRODUCTS-COMP/OP AGG $4,000,000 OTHER: $ B AUTOMOBILE LIABILITY AS2-631-510650-038 - 11/30/2018 11/30/2019. COMBINED SINGLE LIMIT $2,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ C UMBRELLA LIAB N OCCUR Q-001-000073672-01 11/30/2018 11/30/2019 EACH OCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED I X I RETENTION$25 000 $ A WORKERS COMPENSATION WC6-031-510650-018 11/30/2018 11/30/2019 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I I ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below _ E.L.DISEASE-POLICY LIMIT $1,000,000 D Excess Liability 1000324565-01 11/30/2018 11/30/2019 Each Occurrence 10,000,000 Aggregate - 10,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Property Policy Policy#13 UUM SK0148 Policy Period:11/30/18-11/30/19 Carrier:Hartford Fire Insurance Company Leased/Rented Equipment: Limit:$1,500,000 Deductible:$5,000 BPP Limit/Deductible:$6,825,000/$5,000 See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Evidence Of Insurance AUTHORIZED REPRESENTATIVE " 4 r ©1988-2015 ACOIR.D CORPORATION. All rights reserved. ACORD 25(2016/03)' pThe ACORD name and logo are registered marks of ACORD c� .t . t t 7 i�1 tia;,,1 �y #t�� x�d� �� "R�}try �� r aa: �, � i +lP,k� t�s ?}' •�+I i � ,� f�' .� ,. r�t } "#? p�rr{t¢_. t,i' ��,,��1} �.F.f �r t�f.P� �'t�`,. j`' r4ee• , �i+#t�t,�-.t .,� 4 i, r � a+P+Z �� f' d r•7 .�. 8 �,.3aC ��' °s'.., .1 � � .'.i� �A..'1 � 3.sq. � u. .. � - t - �'�. -a ef� ., t f e•,t, .. ` .. c` AGENCY CUSTOMER ID: LOC M ACCH?" ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED Arthur J.Gallagher Risk Management Services,Inc. Empire Telecom USA,LLC 1150 1st Avenue,Suite 600 POLICY NUMBER King of Prussia,PA 19406 CARRIER NAICCODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Environmental Insurance(Contractor's Pollution Liability) Policy#0311-0596 Policy Period: 11/30/2018-11/30/2019 Carrier:Allied World Assurance Company,Ltd. Occurrence/Aggregate:$5MM/5MM Hartford Fire Insurance Company Inland Marine Policy Eff Date: 11/30/18-Exp Date:11/30/19 Policy#13 UUM BK0148 Installation Operations-LIMIT:$5,000,000/DEDUCTIBLE:$5,000 In Transit-LIMIT:$1,000,000/DEDUCTIBLE:$5,000 In Temporary Storage-LIMIT:$15,000,000/DEDUCTIBLE:$5,000 ACORD 101 (2008/01) .,' ;. ©2008 ACORD CORPORATION. All rights reserved. r The ACORD name and logo are registered marks of ACORD ' E. - r 3 •. t t 't s t :. * �" < .s t ' - tt _• } s f °'v � t t tar � . �° � � ,r� ,q�4.v K��'�; i �' � l,wr¢v.•� st } i E `i a n � �, ��,., u.F '# '' !. iy-< _j ., o-,. !r{ -ptl t •<U *L ..f' �v i y�� l k ,.:�•` a n jr.. 'n'e}Y.S`i A,;�'' ;� t, r 1w ,,.t.� 4 ii�•.�,-� 1'� •x` #tom.•S-. ;. J. 4 ... .. .. Commonwealth of Massachusetts Division of Professional Ltcenaure Board of Building Regulations*and Standards C ; f onstrQ 8�or i�pervisor.... A,f C8-108961 I oaf ires :02124/2021 DAVID COOPER j, `r . .24 WENTWOR'F�i DRfYE . . BEVERLYMA ' .ommissloner.. l.. /'' 'C [ Z,4# j.s S t r*i�� zy At' .h`,.rl. ,cr y r a' •' , i 4. -'r x P s y r ai4 r., w.. TO.Wf OF WNSTAIIII f ' u 4 q�'�lot ... Town of Barnstable Building v`^"�' :' s zr,s��. �v�. .� d�kn i .fir awr^� ` Fc tve ...- Post This Card SoAThat rt is,Visible;From the Street .A roved Plans Must be Retained oPermi n Job and this CardMust be Kept pp i V :. u r -i Posted Until Final Inspection HasBeen Made "t r .,, . �,., ";� �.. , „ ?' fit. ,a. z. ..'i WhereaGertificate.of.Occu ane yes Re uired'such Buldm .shall Not be Occu ied;xuntil a,Final,:;lns ection has been madea g .p... '.... , .,i.pa� ,�1:.•..3 r<;L�.a u. ... nra., ..i,a j' Permit No. B-18-3284 Applicant Name: Alex Murshteyn Approvals Date Issued: 11/05/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 05/05/2020 Foundation: Location: 414 MAIN-.STREET(COTUIT),COTUIT Map/Lot: 038-004 Zoning District: RF Sheathing: Owner on Record: COTUIT FIRE DISTRICT. r Contractor Names DAVID COOPER Framing: 1 Address: PO BOX 1475 Contractor License C$-108961 2 COTUIT, MA 02635 x Est. Project Cost: $85,000.00 Chimney: Description: Collocate(12)AT&T antennas at 147'and equipment shelter on Permit Fee: $ 1,033.50 a Insulation: ground,along with cabling and equipment ancillaryjh'ero.to,at the Fee Paid $ 1,033.50 existing 170'cell tower and fenced tower compound erected under Final: B-18-1224. Date 11/5/2018 - . 1st extension expires 11/5/2019 Plumbing/Gas 2nd extension expires 5/5/2020 ` / __ Change of contractor on 10/16/19 from Peter P Screnci to David . �, z _ e� Rough Plumbing: Cooper ; <,BuildingOfficial Final Plumbing: Project Review Req: � �., ., � "t Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorizedl this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and 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 in compliance with the local zoning by Iaws acid codes. This permit shall be displayed in a location clearly visible from access treet orro�ad anted shall be maintained open for public mspecttii`n for the entire duration of the Electrical work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by�the Buildingand Fire Officials are provided din this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations_. Final' Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT � > Town of Barnstable Building Department Services uarlsrwe� Brian Florence,CBO . NAM a}�.. �b� Building Commissioner 200 Main Street;Hyannis,MA 02601 www.townbarfistable.ma.us Office-508-862-4038 Fax :508-790-6230 : . NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR j ASSUMPTION OF RESPONSIBILITY David Cooper . I, p , Construction Supervisor License # CS=108961 ,hereby certify that I have assumed responsibility for the project ::.under construction,-as authorized by building permit# B718-3284 ,.issued.to (property address) 414 Main Street(Cotuit) ; on_ November 5 ,:2018 . The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my'Home Improvement:Contractor registration(if applicable) Commonwealth of Massachusetts Workers'.Compensation Insurance Affidavit: Road Bond(if applicable) P Y /2019 LICENSE OLDER DATE q/forms/.,.6.trli rev 08/23/17 'E Alex Murshteyn From: Shea, Sally <Sally:Shea@town.barnstable.ma.us> Sent: Monday,:October 7, 2019 1:36 P.M To: :: _.. Alex Murshteyn _... cc: Carter,Jeff Subject: RE:ViewPermh, Permit No: 6-1873284&MA2549 - 2nd renewal" Hi Alex,: : ' Thank you for this information. I don't believe we will need anything else but if so l'll reach out to you I will email. you:a:new permit with the new CSL on it once"payment has been received. Sincerely, Sally Shea Town of Barnstable Assistant Zoning.Admin/Lead Permit Tech. . 508-86274031 From: Alex Murshteyn[mailto:amurshteyn@clinellc.com] Sent: Monday,-October 07, 2019 12:35 PM To; Shea, Sally: Cc: Jeff DelliColli Subject:.RE: ViewPermit Permit No: B-18-3284/// MA2549 2nd renewal Shelly, Thank you—please see the completed Assumption of Responsibility form attache d. tam with Centerline Communications, LLC and we,are:hired to acquire the BPs for AT&T,.by AT&T. CSL holder(David Cooper)works for Empire Telecom USA, LLC which is the GC`hired by AT&T to erect their,antennas. will be providing the$35 check on Empire's behalf per David. Thanks, Alex Murshteyn 508-821-0159 From: Shea' Sally<Sally.Shea@town.barnstable.ma.us>: Sent: Monday, October"7, 20.19.11:30 AM To:Alex Murshteyn <amurshteyn@clinellc.com> Subject: RE:.ViewPermit, Permit No.: B-18=3284 H/MA2549-2nd renewal HI Alex, Ok-t meant to get back to.you on this. My.questions are the following: What company are you with? What company does the CSL work for? Either way:you will need this form to be completed by the.Co nstruction:Supervisor. i Town of Barnstable Building w Post This Card So.That it is Visible"From"the Street=Approved Plans Must be Retained on-Job and this CardiMust be'Kept '"" $ Posted Until Final Inspection Has Been Made. ' s6S A ^ Permit Fa �� Where a Cert�ficat of Occupancy is Required,such Build ng shall Not be Occupied until a.Final Inspection tias been made , nacl ,,.- Permit,No. B-18-3284 Applicant Name: Alex Murshteyn Approvals Date Issued: 11/05/2018 Current Use: Structure Permit Type: Building Addition/Alteration-Commercial Expiration Date: 05/05/2019 Foundation: Location: 414_MAIN STREET(COTUIT),COTUIT . Map/Lot: 038-004 Zoning District: RF Sheathing: Owner on Record: COTUIT FIREDISTRICT F. Contractor Name: PETER P SCRENCI Framing: 1 Address: PO BOX 1475 Contractor License: CS-094647 2 COTUIT, MA 02635 Est. Project Cost: $85,000.00 Chimney: Description: Collocate(12)AT&T antennas at 147'and equipment shelter on Permit fee: $873.50 ground,along with cabling and equipment ancillary thereto,at the Insulation: existing 170'cell tower and fenced tower compound erected under Fee Paid: $873.50 6-18-1224. Date: 11/5/2018 Final: Project Review Req: �/i �l Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: Rough Gas: F Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized.by this permit is commenced within six months aftergissuance. All work authorized by this permit shall conform to the approved application and the.approv_ed construction documents for which this permit has been ranted. p g Electrical All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shalibe maintained open for publicInspection for the entire duration of the Service: work until the completion of the same. Rough: 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: Final: 1.Foundation or Footing Low Voltage Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Health 6.Insulation 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department 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). Town of Barnstable 200 Main Street, Hyannis MA 02601 508-862-4038 A Application for Building Permit Application No; TB-18-3284 Date Recieved: 10/3/2018 Job Location: 414 MAIN STREET(COTUIT),COTUIT Permit For: Building-Addition/Alteration-Commercial Contractor's Name: PETER P SCRENCI State Lic. No: CS-094647 Address: PLYMOUTH, MA 02360 Applicant Phone: (508) 821-0159 (Home)Owner's Name: COTUIT FIRE DISTRICT Phone: (508)428-2210 (Home)Owner's Address: PO BOX 1475, COTUIT, MA 02635 Work Description: Collocate(12)AT&T antennas at 147' and equipment shelter on ground,along with cabling and equipment ancillary thereto,at the existing 170' cell tower and fenced tower compound erected under B-18-1224. Total Value Of Work To Be Performed: •$85,000.00 A -n � Structure Size: 0.00 0.00 0.00 3 t r-n 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 31-275 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: Alex Murshteyn 10/3/2018 (508)821-0159 Applicant Date Telephone No. F Estimated Construction Costs/Permit Fees Total Project Cost : $85,000.00 Date Paid ; Amount Paid Check#or CC# Pay Type Total PermitTee: $873.50 10/19/2018 $873.50 006435 Check .. _........ _....... ,. ... Total Permit Fee Paid: $873.50 ,, . i iHI` x Construction Supervisor Re:Address 414 Main Street(Cotuit) Barnstable MA(or)application#TB-18-3284 Name Peter P.Screnci Telephone Number(781) 319-1017 Address 15 Sanderson Dr City Plkmouth State MA Zip 02360 License Number CS-094647 License Type LS Expiration Date 1212012019 Contractors Email peter.screnci@induscom.com Cell# (617) 799-2435 I understand my responsibilities under the`rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and ; documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature - Date f A THE - FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IMF` DATA i a' O n " rA onwonwealth of Massachuselts s sc•_l--rvaseofl of Professionat Licensure of Building Regulations and Standards ConstrAdpervisor.. !�$ 4- I# ala SCRENCII 15 ERSON d3l2°.. lD4,YNTH fA Q2380 f Am Commits'`jncr 1 W e Jam" �x ��� "�� Alex Murshteyn _. :From: Alex Murshteyn :Sent: Tuesday,.September 10,20.19 9:52 AM . To: Shea, Sally .. Cc: - Florence,.Brian; Barrows,.Debi. .. . ;Subject: RE:TB-19-2921 ///FW:ViewPermit Building Application. Receipt///MA2549aka . MA1093 in Cotuit HLSally, Thank You:for your clarification_I have asked for the-check and will forward once I have it. Best, Alex Murshteyn : 508-821-0159 .. . From: Shea,Sally<Sally.Shea@town.barnstable.ma.us>' Sent: Monday,September-9; 2019 2:32.PM.. „ To'Alex Murshteyn<amurshteyn@clinellc:com> Cci Florence,.Brian<Brian.Floren.ce@town.barnstable;m.a.us>, Barrows; Debi<D'ebi.Barrows@town.barnstable.ma.us> Subject: RE:TB-19-2921///FW-.ViewPermit BuildingApplication Receipt///;MA2549 aka MA1093.1n Cotuit :Hi:Alex, You will.not need to reapplyfor:another permit.to extend the existing permit b-18-3284. The Building Commissioner: ; understands the unusual circumstances. Had the permit.been extended priorto expiration it would be valid until November 5,2019.:We will honor your.request to extend the original permit. Pleasesubmit a$ 50.00 fee and we can process our request.: if this:project does not' roceed.in.a timel fashion lease request an additional extension.prior.. . p Y q p j P Y , p q to November.5, 2019.At that time.second extension a fee of$75.00 would_be.required. We will inactive the permit application of B-19-2921 as this application:is:a duplicate. - Please call if yo.0 have.any questions:. Sincerely,: . Sally Shea Town of Barnstable ` AssistantZoning Admin./Lead Permit Tech:: ..508-8624031 . . _. .. From: Alex Murshteyn [mailto:amurshteynCa)clinelic.com] Sent: Monday, September:09,:2019 10:29 AM To: Shea, Sally Ca Florence Brian Barrows Debi; Jeff DelliColli• Michael Gentile Subject: RE: TB-19-2921 /// FW::ViewPermit Building Application Receipt///:MA2549 aka MA1093.in Cotuit : Hi Sally, What you are referencing is the.permit forthe temporary tower'structure,.which we recently extended:that is B-19 2008. We:also needed a separate BP for the permanent.transmission facility that AT&T is creating at the site. Please'see. the BP for the latter attached:we are renewing B-18-3284; Thanks, Town of Barnstable Building Post.. ��.�.-..._.�__. ..�. .�. .�. . � �.,..�.. . � g This Card So That it is Visible From the,Street-Approved'Plans Must'-be Retained on Job and this Card Must be Kept, NAM 4�$ Posted Until Final Inspection;Has Been Made. _ x V1%here a Certificate of Occu Occupancy is Required,such Bui dmg shall Not be Occupied until a Final Inspection hasbeen made. Permit p Permit NO. B-19-2008 Applicant Name: Alex Murshteyn Approvals Date Issued: 08/08/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 02/08/2020- Foundation: Location: 414 MAIN STREET(COTUIT),COTUIT Map/Lot: 038-004 Zoning District: RF Sheathing: Owner on Record: COTUIT FIRE DISTRICT Contractor NameDAVID COOPER Framing: 1 Address: PO BOX 1475 Contra ctor,License: CS-108961 2 i COTUIT, MA 02635 Est. Project Cost: $ 12,000.00 Chimney: Description: Renew the right to install a-temporary 85'telecommunications j Permit Fee: $ 209.20 tower with guyed wires due to the unforeseen delay cause'by an l insulation: Osprey nest that AT&T is not empowered to remove under Federal Fee Paid $ 209.20. Final: Date 8/8/2019 " law. " e,�......-..�-�' _ Project Review Req: � Plumbing/Gas Rough Plumbmg: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within'"six months after-,issuance. All work authorized by this permit shall conform to the approved application andthe approved construction documents for which this 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-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open fpublic inspection for the entire duration of the Final Gas: work until the completion of the same. !' ` 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:i - :` Service: 1.Foundation or Footing ) Rough: r 2.Sheathing Inspection r — g g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 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" (asset forth in MGL c.142A). eTi Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT � Final: S Final Construction Control Document N To be submitted at completion of construction by a Registered Design Professional e� for work per the ninth edition of the i1 JO y Massachusetts State Building Code, 780 CMR, Section 107 Project Title:MA-032/Cotuit Relo Date: 10/15/2018 Permit No. Property Address:414 Main Street,Cotuit, MA'02635 .). Project: Check(x) one or both as applicable: X. New construction X Existing Construction. Project description: Installation of a new 75'x75'telecommunications equipment compound located in Cotuit,MA.The new telecommunications equipment compound includes a new 1.70'monopole, (2)new 1000 Gal.propane tanks,(1).new 80Kw propane generator, (1)new mesa cabinet,and (1)meter bank. A new grounding system was installed at the site.New 20' wide access&utility area installed from the street to the site with a turnaround and parking spot at the site. I David Chappell MA Registration Number: 34706 Expiration date: 06/30/2020 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 X Other: Describe Entire Project for the above named project. 1, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance.with the requirements of 780 CMR and the design documents approved as part of the building permit andthat I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,,samples'and other submittals by the.contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet" or electronic signature,a,nd seal: ° OF DAVID . CKAPP t 706 r 4 Phone number: (508)481-7400 Email: dchappell@chappellengineering.com .. , Building Official Use Only Building Official Name: Permit No.: Date: Version 01 0[ 2018 CHAPPELL ENGINEERING ASSOCIATES,LLC Civil•Structural.Land Surveying October 15, 2018 T-Mobile Northeast LLC 15 Commerce Way, Suite B Norton, MA 02766 (508) 286-2700 Reference: Engineering Completion Affidavit Site: MA-032—Cotuit Relo 414 Main Street, Cotuit, MA 02635 CEA Job Number 1033.19, Site Description: = The site is a new 75'x75'telecommunications equipment compound located in Cotuit, MA. The new telecommunications equipment compound includes a new 170' monopole, (2) new 1000 Gal. propane tanks, (1) new 80Kw propane generator, (1) new mesa cabinet, and (1) meter bank. A new grounding system was installed at the site. New 20'wide access& utility area installed from the street to the site with a turnaround and parking spot at the site. Engineering Field Visit: On September 06, 2018 Chappell Engineering Associates, LLC performed a field inspection of the newly installed telecommunications equipment compound in'order to verify general conformance to our Engineering Construction Documents dated 05/24/18. Chappell Associates then identified corrections that needed to be made. Based on a review of field photos taken on 10/09/18, Chappell Engineering Associates has verified the sites is in general conformance to the Engineering Construction Documents dated 05/24/18. The following site photos document the field visit, and the enclosed Final Construction.Control Document is attached as requested. Very truly yours, Chappell Engineering Associates, LLC DAVIO .� CKVP 4706 .> /41VAL ' David Chappell, P:E. RI K.Executivc CFi:re 11'201 bbston Post Road West®Suite 101 A Marlborough, MA 01752 _ _ ---- ............. .............._.._ t.508.481.7400 a www.cnappellesngine&hg.com 0 f.508.481.7406 r wys�i"�• �sprx�Nis>HIw`i+clY.asN.s` '. SP'aW`JNSa'Yt.Nla i M. Pill Al �•a c,A � f r r S y �w.xA � r. o- r, ::4. a ,i �!w � a -�:�,.qlr S�r ✓,t N✓.�"x > Vie., .,Rr,g} Nt d 5 g ,. (� ri ., YleJ stil�� pats r r ,M77",43 o J`f'y 'r a r lYl T 1 V yer.H it 1 + a � 1 t btA* . dd !b > h to v{ .�{. ll T , } M it t!•h. P 1 t OF �:nccAt LLIMpmcru LOIIIPOund r e1 r�V d $ tax' 3�i s� � q dcR1�c`ri G t yI ,•}y. r q, r"tt 1 t-rqvh rMt. 75'x75' Fenced Equipment Compound a AA T * 1 f 1 ` --,�' ���tr��r �jY,>�'r•�_r ra..��t n`C N y r,3,'�'In, ...t �sa a ... +.... �.sw,�, ��<�� * rx,�.i�� yea {*� gtr''s� " l` � ;;„ 1 #� �T«•'�: � F �. ,. S rti y • • • iI ow Is) saw ;.x s n ;•�sn a ca. k w ; �. -� }t�gy x ��L'Y .. . b } ~«Y•a sY r a +Ty�� v�.`' �_� f � 'zy� S .♦, pH �,ir IF 4 tl. � ¢ y i 3 Y, M ..-; a ♦K � •��s > r colb Y L, -,x 10 MA F 9 4 1 j ji r A uw .f n. 00 4 ' � t � k,>.AL yp e s was �9N s:a:i t F e r v+ • �- New Monopole Mounted to New Foundation r�- s v „a,.r T S.Ri New Monopole F r �Ye )o- • i New Monopole y w w ems; 1 Initial Construction Control Document 1 `r To be submitted with the building permit application by a Registered Design Professional' d for work per the ninth edition of the SYe Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Centerline Monopole(4HY1559A) Date: 06-29-18 Property Address: 414 Main Street Cotuit,MA 02635 Project: Check(x)one or both as applicable: [X]New construction [] Existing Construction Project description: Proposed antennas and equipment to be mounted on proposed monopole and proposed group equipment. I Scott N. Adam, MA Registration Number: 46006 Expiration date: 06-30-20, am a registered design professional, and I - have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': [ ] Architectural [ ] Structural s ' [ ] Mechanical [ ] Fire Protection [ ] Electrical [X]- Other: S.O.W. for T-Mobile only as shown on CDs by AEG dated 02-22-18 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 official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and sea]: Phone number: 508-989-7979 Email: Snadams@aegpc.net �j a1r Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 01 01 2018 `? - f �INE Tn Town of Barnstable i Building Department Services BARNSTABLE • IARNSTABLE, * MR"9T0.9L'c•fs.IRFpy;;!f.•COLII1t.X1'N�N1S M^� A Brian Florence CBO "" "9"s°°' Rd1F•""" "T»" lb f 9. 100 i639 izol.a iOrFn Ma+°i Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 February 7, 2018 Mr. Stephen Longton c/o Mr. Bert Stern` Tower North Development, LLC 95 Ryan Drive, Suite 1 Raynham, MA 02767 RE: Site Plan Review#055-17 Tower North Development LLC 414 Main Street, Cotuit, MA Map 038, Parcel 004 Proposal: Construction and operation of a 170 ft. monopole wireless facility tower for wireless carriers. New tower will replace installations formerly located on the Main Street, Cotuit water tank. Dear Mr. Longton: At the formal site plan review meeting held February 1, 2018, the Site Plan Review Committee found the above-referenced application to be approvable subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plans entitled "Cotuit Relo-414 Main Street, Cotuit,MA" 9 sheets including landscape, erosion control plans and elevations, dated May 25, 2017 with final revision December 20, 2017 depicting a shared generator as a requirement of CCC DRI Decision. • The granting of a variance from the Zoning Board of Appeals is required to authorize the height of the telecommunications tower. Contact Puckett, ZBA Administrative Assistant, Planning& Development 508-862-4785 for application assistance. • FAA and Mass DOT Aeronautical Studies applications are required to be submitted for determinations; if cranes are proposed to be used, the same studies for the crane height are also required. .Letters of Final Determination of No Hazard and determination as to the non- applicability of obstruction lighting are required to be delivered to the Barnstable Municipal Airport. A letter of receipt from the Airport must be submitted to the Building Department at the building permit stage. Also, notice must be filed with the FAA 45-60 days prior to the start of construction. ` � r y • Conditions of CCC DRI Decision No. 17020 (attached), including but not limited to the following: o Prior to the issuance of a building permit and commencing project construction, the Applicants shall obtain a Preliminary Certificate of Compliance from the Commission. o Prior to the use and operation of the project and issuance of a certificate of use/occupancy/building permit sign=off, the Applicants shall obtain a Final Certificate of Compliance from the Commission., • Propane tanks will require permits from Cotuit FD and registration with the Health Department. • A Cotuit FD access lock box for the gate in the proposed fencing surrounding the tower is requested. Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a certified"as built" site plan and a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning - Section.240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. - Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Elizabeth Jenkins, Director of Planning & Development Amanda Ruggerio, Assistant Town Engineer Cotuit FD Health Department Barnstable Municipal Airport Zoning Board of Appeals Attachment: CCC DRI Decision 17020 .� ►. Town of Barnstable Building Post3This Card.So Thatit i5 U�siblerFromtfie StreetA rovedPlans Must be Reta�ned'on;lob andthis CardMust�b"e�Ke t rA�.T+i#1TXgLB • saf :: �&�.r ': � a:.-" r• :. ` pp � ¢� .� '�:a� n* T ,. � .� k i.�„� ,y, r� 1�� ��-_.i • P Until,�Final Inspection Has Been Made ; E am,,'�0Sted ° ;Where a Cert�ficate�of®ccu anc <rs'Re uire asuchBuldm ;shall Notbe-0ccu ied untila F�nalans "eetibn has=been made , .'° Permit Permit No. B-18-1599 Applicant Name: Jeremy Goodale Approvals Date Issued: 07/09/2018 Current Use: Structure Permit Type: Building-New Construction-Commercial Expiration Date: 01/09/2019 Foundation: Location: 414 MAIN STREET(COTUIT),COTUIT Map/Lot 038-004 Zoning District: RF Sheathing: Owner on Record: COTUIT FIRE DISTRICT Contractor'Name' JEREMY J GOODALE Framing: 1 Address: PO BOX 1475 Contractor License CS 104174 2 COTUIT, MA 02635 "�:s EstProJect Cost: $75,000.00 Chimney : Description: T-Mobile to colloate(9)antennas and (3) RRUs at a lerghtaf 166' Permit Fete: $907.50 � � ybrid fiber Insulation: on a 170'monopole. Antennas will be connected"y a h Fee Paid ` $907.50 g equipment base of tower QGC� t Final: 41VDate 7/9/2018 Project Review Req n to ui ment cabinets located at the $ � . Plumbing/ Gas �tp «, L v Rough Plumbing: -- Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within siz montkhs after'issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents,forwhich this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structuresxshall be in with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open forpublic inspec o for the entire duration of the work until the completion of the same. ' P Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the�Bwldmg andgFire,®fficials areprovided ontlis permit. Service: Minimum of Five Call Inspections Required for All Construction Work: n Rough: 1.Foundation or FootingIlk 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 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). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 6tjL,-r-N£ Final Construction Control Document To be submitted with the building permit application by a r Registered Design Professional .y for work per the ninth edition of the Massachusetts State Building Code, 780 CMR,Section 107 Project Title: CENTERLINE MONOPOLE Date: 10-16-19 Permit No. . Property Address: 414_Main Street,-Cotuit,_MA 0263 Project: Check(x)one or both as applicable: [X] New construction { ] Existing Construction Project description: Proposed equipment pad,antenna platform with antennas and equipment mounted to a proposed telecommunications tower by others within an existing telecommunications compound. I Scott N. Adams,MA Registration Number: 46006 Expiration date: 06-30-20,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and'specifications concerning: [ J Architectural [ ] Structural [ ] Mechanical [ ]Fire Protection [ ] Electrical [X] Other: S.O.W.as shown on CDs by AEG 02-27-19 for the above named project I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR,and the design documents approved as pard of the building permit and that I or my designee: 1. Have 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. Have perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work 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. OP Enter in the space to the right a"wet"or electronic signature and seal: ADAM s CIW �eooe t � Phone number:401-354-2403 Email: snadams@aegpc.net Building Official Use Only Building Official Name: Permit No.: Date: Version 01 01 2018 500 North Broadway A AA C East Providence, 02914 - ND .f,,^+ Phone:(401)3542403403 ENGINEERING GROUP, P.C. September 23, 2019 Brian Florence Building Commissioner Town of Barnstable, Inspectional Services Department 200 Main Street Hyannis, MA 02601 RE: Engineer's Final Affidavit 414 Main Street Cotuit, MA 02635 T-Mobile Site#:4HY1559A . Dear Mr. Florence: In accordance with Section 107.6 of the Massachusetts State Building Code, this office has reviewed the completed T-Mobile equipment installation}at the above-referenced location. The purpose of.the inspection was to establish compliance of the completedproject with the approved design plans entitled"Centerline Monopole" Site No: 4HY1559A Rev.1: Dated 02/27118, by Advanced Engineering Group, PC, and applicable provisions of. the Massachusetts State Building Code. It should be noted that this review was limited to the installation of proposed T-Mobile equipment only. It is my opinion that any minor deviations from the design plans do not endanger the intended function of the facility or the safety of the public. This letter is not intended to relieve any party responsible for building construction from meeting the requirements imposed by contract or other means, including commonly accepted industry practices. Therefore, based on the review performed, I, Scott N. Adams, licensed professional engineer number 46006, hereby certify that to the best of my knowledge,,information and belief,the work has been done in accordance with the approved plans and the provisions of the Massachusetts State Building Code. Very truly yours Swrr N ADAMS Scott N. Adams, P.E. Oft Advanced Engineering Group. P.C. �aooe t O� s .� Town of'Barnstable . ONQ _ Buildinfy ..:,: art u. +, r;. y?-:�.-, :..' .. PostaThis'Gard So,Thatit�is Uis�ble From the„Street-`A roved PlansMust be,Retained,on,Job°and<<.thls:Car�IMustbe Posted Untll-Final InspectiitnHas Been Made k k: CZY Permit '` Where a Certificate=of,Occu anc as:Re ulred such Bu�ldm�shalt,Not be�Occu led until a F,mah Inspection,has been made may, ,a g Wiz. a+,.,. , . °,�p ,.'W - � .• .a Permit NO. B-18-1700 Applicant Name: Adam Wolfrey Approvals Date Issued: 07/09/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 01/09/2019 Foundation: Location: 414 MAIN STREET(COTUIT),COTUIT Map/Lot: 038-004 Zoning District: RF Sheathing: Owner on Record: COTUIT FIRE DISTRICT Y ContractorName »,MICHAEL F ANDERSON Framing: 1 . . Address: PO BOX 1475 r ContractorLicense CS 111374 2 4: III COTUIT, MA 02635 EstProfect Cost: $75,000.00 Chimney: Description: On behalf of Sprint,the proposed work involves installing a 10'x 10' Permit Fee: $782.50 Concrete Pad,(6)antennas,(9) RRHs, (4) Hybrid Cables " K Insulation: Fee Paid,; $782.50 Final: Project Review Req: 'Date*:",, 7/9/2018 Plumbing/Gas Rough Plumbing: s ,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonied' this permit is commenced within six months"afterissuance. All work authorized by this permit shall conform to the approved appl cation and,the'approved construction documents°for which' his 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 laws:ano codes. This permit shall be displayed in a location clearly visible from access streetor road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. F Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officialsare provided on this.permit. Minimum of Five Call Inspections Required forAll Construction Work. Service: 1.Foundation or Footing 2.SheathingInspection Rough: 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). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT final: i Initial Construction Control Document To be submitted with the building permit application by a d Registered Design Professional a for work per the 91" edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: BS13XC662-A 414 Main S W Date: 07/03/2018 Property Address: 414 Main Street,Cotuit, MA 02635 Project:.Check(x)one or both as applicable: X New construction Existing Construction Project description: Installation of(6)proposed panel antennas&(9)proposed RRUs on a new sector frame. (4)Proposed Hybrid cables to be routed up the monopole to the antennas. Installation of new 10'x10' concrete pad for all equipment. Installation of new utilities. All proposed equipment to be tied into the existing grounding system on site. I David Chappell MA Registration Number: 34706 Expiration date: 06/30/2020, 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 X. Other: Entire Project 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 official a`Final Co i n Control Document'. Enter in the space to the right a"wet"or QAVO electronic signature and sea] cm Tab c Phone number: 508-481-7400 Email:, dchappell@cha Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x',project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 w ' Town of Barnstable r. Building T!i s--Card So:Tkat rt is lhsible'""From the£Street A Quad Plans Musbe Retained"on Job and this Card Must beKe" t , BAWMABLB, " Post k,.; .,.`�� >�, Za- ':. ,.,'.� pp x i • T"" Posted until Finallnspectio1639. nHas B"eenMades Permit 1 Where a Certificate of Occupancy.is Required,such 8uildmg hall Not"be Oecpietluntil a Finallnspect�on has been made _ate- ..& X�. ,.._,:.... � . ... .._.._.:�..: Permit No. B-17-S27 Applicant Name: PETER P SCRENCI Approvals Date Issued: 02/27/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 02/27/2018 Foundation: Location: 414 MAIN STREET(COTUIT),COTUIT Map/Lot: 038 004 Zoning District: RF Sheathing: Owner on Record: COTUIT FIRE DISTRICT '> Goritractor Narne PETER P SCRENCI Framing: 1 �` Contractor License = CS-094647 A Address: PO BOX 1475 2 1 , COTUIT,MA 02635 - Est. Project Cost: $ 12,000.00 Chimney: Description: INSTALL TEMPORARY 85'TELECOMMUNICAITQNS TOWERrWITH Perrnit$Fee: $284.20 GUYED WIRES ? Insulation: 1ST EXTENSION TO EXPIRE 8/27/2018 g Fee id ! $284.20 Date 2/27/2017 Final: Project Review Req: per Paul, Ed not available ! k Plumbing/Gas Y A Rough Plumbing:. " e,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzedby this permit is commenced within six months after=%issuance, Rough Gas: All work authorized by this permit shall conform to the approved application and theapproved construction documents for wh ch th s permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zonmg;by�laws:and codes. Final Gas: 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. 3 ,,xx ss Electrical The Certificate of Occupancy will not be issued until all applicable signaiures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction 'Work . x z w Rough: IN 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 ci Building plans are to be available on site Final: S All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT i 1, ^,� AT&T Mobility a7 O_T 550 Cochituate Road Suite 13&14 - Framingham,MA01701 February 5, 2018 Via.&Mail Ed Bowers . Barnstable Building Department 200 Main Street —+ Hyannis, MA 02601 z CIO o- ao RE: Building Permit Extension AT&T Wireless Equipment at: 414,Main.Street, Cotuit,MA . Site#: MA2549 . cv. ... cn Site Name: Cotuit. . Dear Mr. B.owers; AT&T would like to extend their existing Building Permit due to the fact that the permanent tower.permit is pending a,public.hearing.on 2/14.The:permit to be extended is.B-17- 527 and is.attached herein: Thank you in advance for your.assistance: Sincerely, Lynn Brady, ti Construction&Engineering-Site Acquisition;:New England AT&T Mobility 508-494-6078 sb368e@att.com d Town of Barnstable Building Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted `� Until Final Inspection Has Been Made. p �+m Mda Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. 1 �l m G Permit No. B-17-527 Applicant Name:, PETER P SCRENCI AporovaIS Date Issued: 02/27/2017 Current Use: Structure Permit Type: Building Addition/Alteratiori-Commercial' JEkpiration Date: 02/27/2018 Foundation: Location: 414 MAIN STREET(COTUIT),COTUIT Map/lot: 038,004 Zoning District: RF Sheathing: Owner on Record: COTUIT FIRE DISTRICT Contractor Name .PETER P.5CRENCI Framing: .1 Address: PO BOX 1475 Contractor License: CS-094647 2 COTUIT,MA 02635 Est.Project Cost: $12'000.00' Chimney Description: INSTALL TEMPORARY 85'TELECOMMUNICAITONS TOWER WITH . Permit Fete.' . $2Q9.20 GUYED WIRES Insulation Fee Paid2 $209.20 Project Review Req: INS TALL.TEMPORARY 85.'TELECOMMUNICAITONS TOWER WITH. Date: 2/27/2017. Final: ' GUYED.WIRES. R 61a1eflg_. Plumbing/6as Rough.Plumbing: Building Official Final Plumbing: . This permit shall be deemed abandoned and invalid unless the workiauthorized by this permit,is commenced within six months after issuance. All work authorized by this permit shall conform to the approved,application and the approved construction documents for which'this 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-laws and codes.' Final Gas. This permit shall be displayed in a location clearly visible from access street or road and shall bemaintained open for public inspection for the entire duration of . the work until the completion of the same. Electrical The Certificate of Occupancy wilfnot be issued until all applicable signatures by the Building and Fire Officials are provided on,this permit. Service:. Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3..AII Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing.Inspections to be completed prior to Frame Inspection 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), . • Fire Department ' Building plans art.to'be.available.on;site ' .. Final: -All Permit Cards are the property.of.the APPLICANT=ISSUED'RECIPIENT Town of Barnstable uil in' Post�Th�s Card So That rt isU�sible'Frorn�the Street ^�Approved,;Plans�M,ust be Retamed�on Job and$ths GardfiMust be Kept �^�• Posted Unto)Final Inspection Has Been Made �'•- ��� � � �n t r �y � � .� � �`�� � R� � of�0ecu anc 9 s;Re cored •such Buildm shalt Nbe Occup ed until a�Final Inspecthas;been made er lt Permit NO. B-18-1224 Applicant Name: Peter Scrend Approvals Date Issued: 05/16/2018 Current Use: Structure Permit Type: Building-New Construction-Commercial Expiration Date: 11/16/2018 Foundation: Location: 414 MAIN STREET(COTUIT),COTUIT Map/Lot: 038 004 Zoning District:. RF Sheathing: Owner on Record: COTUIT FIRE DISTRICT 1 Cont actors am.e PETER P SCRENCI Framing: 1 Address: PO BOX 1475 r COntraCtorLicense: CS 094647 2 t COTUIT, MA 02635 r 46 EstProfect Cost: $ 168,500.00 Chimney: Description: Construct a wireless communications facility consists Ig ofa 170' Permit Free: $ 1,683.35 Insulation: monopole tower within a 75'x 75'fenced compound:Install Fee Paid r $ 1.683.35 foundation for tower. Run underground concrete encaseeconduits Final: ` xDate 5/16/2018 from new utility pole on Main ST.to site,approx 440 ,Run x underground telco conduit approx.440'from'new utility pole at - Plumbing/Gas Main St. Upgrade a portion of existing gravel drive SRelocate,a r .,. k "# Rough Plumbing: portion of existing gravel drive. h Y a ,,. Building Official -" Final Plumbing: Rough Gas: Project Review Req: Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within�six m"onths��afte�,lissuance. All work authorized by this permit shall conform to the approved appli anon and th Fapprovedtconstruction documents°for which this permit has been granted. Electrical All construction,alterations and changes of use of any building and structures shallbe mcompliancewith the local zoning by laws and codes. Service: This permit shall be displayed in a location clearly visible from access street or road and shall be mamtamed open four publicin'spection for the entire duration of the work until the completion of the same. 3 Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Final: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Low Voltage Rough: 2.Sheathing Inspection - P - 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Health 6.Insulation 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department Wnrk 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). Town of Barnstable RE*cEIPI'' . 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-18-1224 Date Recieved: .4/23/2018 Job Location: 414 MAIN STREET(COTUIT),COTUIT Permit For: Building-New Construction-Commercial Contractor's Name: State Lic. No: Address: Applicant Phone: (617) 877-6134 (Home)Owner's Name: COTUIT FIRE DISTRICT Phone: (508)428-2687 (Home)Owner's Address: PO BOX 1475, COTUIT,MA 02635 Work Description: Construct a wireless communications facility consisting of a 170' monopole tower within a 75' x 75' fenced compound. Install foundation for tower.Run underground concrete encased conduits from new utility pole on Main ST. to site,approx. 440'.Run underground telco conduit approx.440' from new utility pole at Main St.Upgrade a portion of existing gravel drive. Relocate a portion of existing gravel drive. Total Value Of Work To Be Performed: $168,500.00 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 31-275 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: Joseph Pereira 4/23/2018 (617)877-6134 Applicant `Date Telephone No. Estimated Construction Costs/Permit Fees Total,Project Cost : $168,500.00 Date Paid ; Amount Paid Check#or CC# Pay Type Total Permit Fee: $1,683.35 4/27/2018 $1,683.35 003794 Check ......... ........... . .... Total Permit Fee Paid: $1,683.35 - .,an&S.ae.�w}aua;3a f/ Florence, Brian From: Joseph Pereira <jpereira@clinellc.com> Sent: Monday, May 14, 2018 4:10 PM To: Florence, Brian _____ _ Subject: RE�414'Main Street Cotuit Mono Pole Hi Brian, It occurred to me that it is really not the responsibility of the tower owner to provide this information. Each f the carriers have to obtain their own building permit for the installation of their antennas and equipment.That is the equipment that the by-law is referring to,the actual radios, etc.We are merely building the mounting structure and compound and we erect that monopole to the ANSI standards defined in the stamped drawings from the tower manufacturer. The definition of the wireless services facilities should encompass the licensed carrier installation, not the mounting . structure, whether it is a tower, rooftop, steeple or power transmission structure. Joseph Pereira �* Site Development Manager 95 Ryan Drive, Suite 1 I Raynham, MA 02767 Phone:617,877,6134 jpereira .clinello.com I www.centerlinecommunications.com From: Florence, Brian<Brian.Florence @town.barnstable.ma.us> Sent: Monday, May 14, 2018 3:39 PM To:Joseph Pereira <ipereira@clinellc.com> Subject:414 Main Street Cotuit Mono Pole Hi Joe, Please provide the following as we discussed: § 240-107 Requirements for all personal wireless facilities in all zoning districts. Installation and construction of all personal wireless service facilities, including but The applicant shall provide site plan review with evidence that they are a licensed carrier,authorized by the Federal Communications Commission(FCC)to construct and operate personal wireless services;and that the proposed transmitters are FCC regulated and approved. Thanks, Brian Florence, Building Commissioner f Building Department l Town of Barnstable 200 Main Street - Hyannis, MA 02601 508-862-4038 Brian.florence@town.barnstable.ma.us 1 <4 t APPLICATION FOR SITE PLAN REVIEW SP# Date: LOCATION Business Name: C.alr.,."r -Ze-\o Subdivision Plan Assessor's Map# c,�Acr,� Parcel# ooy ANR plan Property Address: rnc..r` Sk-r oa1C Site Plan X CA- sy oZ 63 S r OV4 NM OP PROPERTY APPLICANT Name: Cdc.c`+ -' e Name'rwcrNAQ4*k. -�,cUtl!Rne..'t Address: 1�> g>�- 1-kl 5 Address:A5 Q A a,. V&j q k+C o { 9tetrl CWrk.0%.\ A' �3 �n M A% C0.110-1 Telephone: -5tfa -y2y�,- 12.No Telephone:•2\-5- $6 3 - 4`a 5 Pa Fax Fax: \ - $A\ ' 915-�b ARgULa/DEVELOPERI CONIItACIOR/ENGINBER AGENT/A Name: (fin 1l Name Address: ,\ yam . ?o!;& 2z� VST SuAe No Address: ;\\, n Telephone: S60o - `•tq% 1`100 Telephone: \ 6 81 'l Fax: Fax: a00l - ;;;�4 ' ' STORAGE TANKS(bIAZ MAT/1;M OR WASTE OIL) ZONING DISTRICT Cf ASSMQAUM Existing__(� Proposed 2• District OF Overlays) Number Number Lot Area WQ2L0V* Sq.Ft. \'S'[;`t2-Ac. Size Size o Fire District Cv1(J%� Above Ground Above Gdound X Underground Underground E-Frout: Setbacks(ft.) Contents Contents 3d Side: ys Rear \S C'. Sbo co Number of Buildings Existing y Proposed O UTII= Demolition Sewer ❑ Public ❑ Private Size gal Water ❑ Public ❑ Private TOTAL FLOOR AREA BY US Electric ❑ Aerial ® Underground Existing Proposed Gas ❑ Natural M Propane (sq.ft.) Grease Trap ❑Size gal Basement Sewage Daily Flow * gpd .Residential Restaurant *GP or WP areas restrict wastewater discharge to 330 gallons per Retail acre per day into on-site system: Office PARKING SPACES CURB CUTS Medical Office Required Existing 'K Commercial(specify) Provided Proposed Wholesale spec On-Site .� To Close ��10� � �( Off-Site Totals Industrial Handicapped All Other Uses On Site � Estimated Project Cost: Fee: Gross Floor Area \0\ K Zap s 200 • <3� \p �\b \60 ye� SP-FORM-PI:DOC—D&I U2004 66 Old King's Highway Regional Historic District File it Approved? ❑Yes RNo Hyannis Main Street Waterfront Historic District File# Approved? ❑Yes ®No Listed in National and/or State Register of Historic Places? ❑Yes El No Previous Site Plan Review File# Approved? ❑Yes ®No Previous Zoning Board of Appeals File# Approved? ❑Yes ©No Is the site located in a Flood Area(Section 3-5.1) ❑Yes 0 No In Area of Critical Environmental Concern? ❑Yes ©No Is the Project within 100'of Wetland Resource Area? ❑Yes ©No Site sketch—informal presentation ❑Yes 0 No Site Plan prepared,wet stamped and signed by a Registered PE-and/or-PLS. Yes ❑No Parking and Traffic Circulation Plan Yes ❑No Landscape Plan and Lighting Plan Yes No Drainage Plan with calculations and Utility Plan Yes ❑No Building Plans,(all floor plans,elevations and cross sections) Yes ❑No Note that all signage must be approved by Code Enforcement Officer at the Building Department Lot area in sq.it. L8.bo sq. Total Building(s)footprint 60o sq.ft. Maximum Lot Coverage as%of Lot , eni % GROUND wATFR PROTFCTION OVERLAY DISTRICT REOUIItEMENTS: OVERLAY DISTRICT(S): WQ o i G Lot Coverage (%) Required Proposed Site Clearing (%) Required Proposed 5 auce s PRINCIPAL BUILDING tight: ACCESSORY BUILDINGlS) ®Yes ❑No 3 Number of floors �ieight: ft. Number of floors__Height: \a' ft. FLOORAREA: FAR: fLQQL&MA: FAR- Basement sq.ft. Basement sq.ft. First sq.ft. First vo sq.ft.l3 Second sq.ft. Second . sq.ft. Attic sq.ft. Attic sq.ft Other(Specify) sq.ft. Other(Specify) sq.ft. Please provide a brief narrative description of your proposed project: Cs�r1�CfJG�C1.U.r. riQp& raN�r� ak \'lU' My n���\� �;.c c\QsS �a L•��cy �vwer —Fv� �.��sS �rc�erS , <t— Le— G onS r^a c r` Uc cer,'c CL — I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that,to the best of my knowledge,the information submitted here is true. Date 12,6.09h Panted Name of Applicant SP-FORM-P2.DOC-061I M004 I - Town of Barnstable Building Department Services ti Brian Florence, , CBO IAMSTABLE + Building Commissioner BARNSTABLE. 9 MASS. +°""aas�cn"s°Mu�ui°xn��=�wt�a"w naue g 200 Main Street, Hyannis, MA 02601 1639-2014 i679• ♦0 ArEO MA A www.town.barnstable.ma.us 575 Office: 508-862-4038 Fax: 508-790-6230 ' F August.17, 2017 Ms. Gail Hanley, Clerk Cape Cod Commission P. 0. Box 226 Barnstable, MA 02630 RE: Development of Regional Impact(DRI) Mandatory Referral Site Plan Review Application#055-17 TowerNorth - (414`IVlari Street;Cotuit(Barnstable) Map 038, Parcel 004 Proposal: New 170 ft. Telecommunications Tower, Cotuit, MA Dear Ms. Hanley: • i Enclosed is a copy of a Mandatory DRI Referral endorsed by the Building Commissioner, Brian Florence, along with the site plan review application and plans submitted for the above referenced-project. Thank you. Best Regards, Ellen M. Swiniarski Site Plan Review Coordinator. Development of Regional Impact(DRI) Referral Form Please attach a copy of the original municipal development permit application or site plan review, subdivision, or other application showing the date on which it was received by the Municipal Agency. Receipt of this information via the U.S. Mail or delivered in person to the Cape Cod Commission constitutes a referral for'purposes of Chapter 716 of the Acts of 1989, as amended. Referred by: Town and Agency Town of Barnstable Official Building Commissioner 1 _ X Mandatory Referral ` Discretionary Referral Limited Discretionary Referral (please see the back of this form) Project Name TowerNorth—Proposed New 170 ft. Telecommunications Tower, Cotuit Project Proponent Name TowerNorth c/o Atty. Jeffrey Angley(Agent), Phillips &Angley Address One Washington Mall, Boston, MA 02108 Telephone 617-367-8787 Brief Description of the project including, where applicable, gross floor area, lots, units, acres and specific uses: Applicant is proposing to construct and operate a new 170-foot monopole wireless facility i 9 1 1 for wireless carriers formerly located on the Main Street water tank. Project location: " 414 Main Street, Cotuit,Map 038, Parcel 004 List municipal agency(ies)before which a municipal development permit is pending: Site Plan Review Brian Florence Building Commissioner ( L Print Name of Authorized — Sign tune Date Referring Representative 3225 MAIN STREET P.O. BOX 226 k BARNSTABLE, MASSACHUSETTS 02630 :CAPE COD (508) 362-3828 ® Fax.(508) 362 3136 ®,www.capecodcommission.org, COMMISSION TO: Town of Barnstable Town Clerk; Building Inspector,Town Planner, Planning F . Board, Conservation Commission, Board of Health, Board of Appeals,and DRI Liaison f' . FROM: Gail Hanley, Clerk of the Commission SUBJECT.: Cotuit Wireless Communications,Monopole Development of Regional Impact:Decision TR1702o DATE: December 18, 2017 Enclosed please find a copy of the Development of Regionat Impact Decision for ' Cotuit -4 C Wireless Communications Monopole,project that was approved by.the Cape Cod` Commission on December 14, 2017. a Should you have any questions,please do not.hesitate to contact our office. , i 3225 MAIN STREET P.O.I .BOX'226 BARNSTABLE, MASSACHUSETTS 02630 " CAPE COD . (508) 362-382$ a Fax(508) 362-3136 o uvzvw.capecodcommission.orgCOMMISSION DEVELOPMENT OF REGIONAL IMPACT DECISION Project: Cotuit Wireless Communications Monopole (Commission File No. 17020) Project Applicants: TowerNorth Development LLC , AT&T Mobility LLC;Sprint Spectrun LP,T-Mobile Northeast LLC c/o Bert Stern,VP,Centerline Communications LLC . 95 Ryan Drive,Suite i,Raynham,MA 02767 Property Owner: Cotuit Fire District Project Site/Location:414 Main Street,Barnstable(Cotuit),MA 026i5 (Map 38 Parcel 4) Title Reference: BCRD Deed Book 519 Page 123 ' Date: December 14,,2017 SUMMARY TowerNorth Development LLC proposes to.construct and install a:17o'-tall wireless communications monopole, along with supporting equipment and site improvements,to serve up to six personal wireless service carriers,including carriers T-Mobile,Sprint and AT&T,who were formerly located on a water tower at the Property that has recently been demolished. The Cape Cod Commission(Commission)hereby approves.with conditions the Project as a Y Development of Regional Impact(DRI)pursuant to Sections 12 and 13 of the Cape Cod Commission Act(Act). This decision is rendered pursuant to a vote of the Cape Cod . Commission on December 14,2017. FINDINGS The Cape Cod Commission finds and determines as follows:, GF1.The Project described herein is;a mandatory Development of Regional Impact(DRI) pursuant to Section 30)(1)of the Commission's Enabling Regulations Governing Review of Developments of Regional Impact(Enabling Regulations),revised November 2014, as the "Construction of any Wireless Communication Tower exceeding 35 feet in overall height, including appurtenances,from the natural grade of the site on which it'is located..." . GF2. Section 7(c)(viii)of the Commission's Enabling Regulations contains the standards for DRI approval,which include consistency with the Cape Cod Commission Act, Cape Cod ;Regional Policy Plan(RPP), District of Critical Planning Concern(DCPC)implementing regulations(as applicable),`municipal development bylaws or ordinances,and applicable Local i Comprehensive Plans. The Commission must also find that the probable benefit from the proposed development is greater than the probable detriment. GF3.The Commission received a mandatory DRI referral from the Town of Barnstable for the , Project on August 21, 2017. The Applicants submitted a DRI application package to the Commission,including supporting narrative, on September 6, 2017,and supplemental application materials were submitted throughout September and October 2017.The DRI hearing period for the Project was opened by Commission hearing officer on October 18, 2017. A Commission subcommittee held a public hearing on the Project November 21, 2017 at Freedom Hall in Cotuit. Commission staff prepared a staff report, dated November 13, 2017,for the hearing. At the November 21, 2017 hearing,the subcommittee voted to recommend approval of the Project to the full Commission and directed staff to prepare a draft DRI decision. for the Commission's consideration. The November 21, 2017 hearing was continued to December 14, 2017 for the full Commission's review and consideration of the Project and of the draft DRI decision. The full Commission held a hearing and voted on the Project at its December 14, 2017 meeting. GF4..Applicant TowerNorth Development LLC(TowerNorth)is a company focused on the permitting,design, construction and development of wireless infrastructure throughout the Eastern United States and currently owns and operates wireless facilities in New Jersey, _Pennsylvania, Florida,New York and Ohio.TowerNorth is a subsidiary of Centerline Communications,LLC,a"turn-key"wireless services provider headquartered in Raynham,.MA. GF5.Co-Applicants T-Mobile, Sprint and AT&T are personal wireless service carriers licensed by the Federal Communications Commission(FCC)to operate wireless telecommunications networks in various markets throughout the country,including the.Commonwealth of Massachusetts and the Town of Barnstable. Under these licenses from the FCC,these carriers are obligated to.provide reliable wireless communications service to,among others,users in the Town of Barnstable. GF6.TowerNorth proposes to construct a 170'tall, monopole-style wireless communications tower along with and within a fenced 75'X 75'fenced equipment compound. The antenna system for.the monopole consists of panel-style remote radio heads. Access to.the compound is from an existing gravel road,proposed to be.reconfigured. There are locations on the monopole for up to six personal wireless service carriers,including co-Applicant carriers T-Mobile,Sprint and AT&T(collectively,the"Project"). From this location,the personal wireless service carriers provide service to Cotuit and a portion of Mashpee. GF7.The proposed monopole and equipment compound is contained within an 80'x 80'lease area,which constitutes the Project Site. The Project Site is in the southwest corner of a larger —158-acre property owned by.the Cotuit Fire District,addressed as 414 Main Street,Cotuit (Property). The proposed reconfigured access road to the Project Site from Main Street is contained within an access and utility easement. The Property is largely wooded and,.except for. municipal water department uses, undeveloped. Other municipally owned and conservation- restricted land abuts the Property. GF8.TowerNorth has entered into an Option and Lease Agreement with the Property owner Cotuit Fire District for the Project Site on May 1, 2017,under which TowerNorth has rights to permit, construct and operate the Project,with access and utility rights of way from Main Street to the Project Site. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 2 of 14_ s GF9.The Cotuit Fire District is a municipal body and operates its,own water department,the Cotuit Water Department,which supplies water to the village of Cotuit. The Property is primarily held for water supply and protection purposes consistent with Article 97 of the .Massachusetts Constitution. GF1o.The Co-applicant carriers were previously located on a water tower on the Property that was removed in Summer 2017 because of its deteriorating condition. Said carriers currently operate at the Property on two,temporary,portable 70-90'tall towers under existing leases with the Cotuit Fire District. The District has expressed that,because of concerns in maintaining its water towers,personal wireless service carriers will no longer be allowed to co-locate their equipment on its water towers. GF11.The Co-applicant carriers'co-location on the former water tower did not and would not require mandatory DRI review. Also,were it the.water tower that was being reconstructed and which would support the carriers'equipment,no mandatory DRI review would be required. Finally,if it were an existing wireless communication tower(WCT) or utility pole that was proposed to be reconstructed in kind to support the existing carriers,no mandatory DRI review would be required. GF12.To meet existing contractual obligations with the carriers,to ensure continuing wireless . 1 coverage in the area; and for continued revenue from the carriers,the District put out a request . for proposal(RFP)in March 2o16 for the construction and operation of a WCT at the Project Site,to serve, at a minimum,the existing carriers. r GF13.Applicant TowerNorth responded.and in May'2017 was awarded the contract under the RFP. Pursuant to the award,TowerNorth entered.into an option to.lease with the Cotuit Fire District.Subject to receipt of all necessary permits,licenses and approval,TowerNorth would exercise the option and enter into a lease with the District,with.an express term of up to 25. years with renewals.TowerNorth would build the WCT and supporting infrastructure, and the Co-applicant carriers would renegotiate their existing leases and re-locate on the new WCT. , GF14.The RFP was issued by.the District with the following stated objectives: . • Maintain current telecommunication coverage with existing customers after the demolition of the Main Street Water Tank. 0 Insure that any telecommunications facilities which are constructed are as innocuous as possible. • Provide a facility/opportunity to enhance service for customers of carriers that are not currently installed at the Main Street Water Tank, GF15.In so structuring the RFP,the District attempted to account for and address local and ' regional concerns that follow from demolition of the water tower and subsequent construction and use of the proposed WCT. GF16.Applicant TowerNorth states the following objectives in pursuing the Project,which relate back to stated'objectives in the RFP; • Provide the,carriers with,the closest possible location to the previous water tank to adequately duplicate their existing coverage. DRI Decision-TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No i702o) Page 3 of 14 . r • Shift the facility away from the previous water tank location to further distance the site from surrounding residences. • Use existing foliage on the property to provide screening of the tower and compound from nearby homes and viewshed areas. • Meet the tower setback requirements of the Town of Barnstable and the Cape Cod Commission. • Minimize the amount of disturbance to existing foliage on the property by utilizing the existing previously disturbed access drive on the parcel. • Avoid potential Bio Core Habitat or other sensitive areas as defined by the Cape Cod Commission. GF17.The proposed WCT is located-33.0 feet northeast of the former water tower on the Project Site,and-417 feet from Main Street,further back from Main Street than the former water tower. The proposed WCT has been designed to provide a total of six spots for co- location,which would provide three additional spots for carriers over and above those immediately proposed to be occupied by the Co-applicant carriers. The nearest residence is located more than 300'from the proposed WCT,further than the former water tower was to neighboring residences. GF18.In order to maintain equivalent and acceptable levels of coverage and capacity that existed when the Co-applicant carriers were located on the former water tower,the Co-applicant carriers must operate and be located in the vicinity of the former water tower, and at similar heights as previously located. The Co-applicant carriers'surrounding networks and network performance are also designed and predicated on the carriers'locations on the former water tower,and the location of the former water tower.The height of the WCT is proposed at 170',the . same height of the former water tower,and is in the general vicinity of the former water tower. The Co-applicant carriers are proposed to be located on the WCT at the same heights they were previously located on the former water tower. At reduced heights,including the heights at which these carriers are currently located on the temporary wireless towers on the Property,the Co-applicant carriers are not able to meet coverage service requirements. At reduced heights, a completely different location,or without any replacement tower,there is a significant gap in the Co-applicant carriers'wireless coverage. GF1g.The proposed WCT is the minimum height necessary to provide telecommunications coverage for a significant gap in wireless service caused by the decommissioning of the water tank by the Cotuit Fire District. Designing and constructing a wireless telecommunications system that provides seamless coverage requires a grid of radio transmitting and receiving links located up to two(2)miles apart,which,based on network and site topography features, operate on a line-of-sight basis,requiring a clear path from the facility to the user on the ground; antennas are located where the signal is not obstructed or degraded by buildings or geographical features. GF20.The subject gap in coverage includes an area greater than one(1)square mile in Cotuit Village and the Town of Barnstable,including Route 28,Main Street,Old Mill Road/Sampson Road, School Street, Old Oyster Road;Santuit Road and surrounding neighborhoods,as well as roads and community areas adjacent thereto. Distributive Antenna Systems(DAS)mounted on utility poles are not adequate to supply coverage to a gap of one square mile or larger,and thus Would not be an effective or appropriate way to maintain wireless coverage in the area of the Project Site. DRI Decision—TowerNorth Wireless.Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 4 of 14 GF21.The Applicants provided a map with its DRI application of other existing'tall structures within a 2-mile radius of the Project Site. (See Google Map entitled,"Available Tall Structures Within 2 Miles,Proposed Tower, 2 Mile Radius,"undated). There are no existing structures that could act as a replacement site for the three Co-applicant carriers who have lost coverage due to the removed water tank.An analysis of existing structures within a two(2) mile radius show no available sites with structures of height;sufficient to co-locate telecommunications rt. equipment that could fill the coverage gap. The only existing structure of sufficient height within the search area is the West Street water tank also under the care and custody of the Cotuit Water Department.The Cotuit Water Department will not allow co-location on the tank by any* . wireless service providers, as.testified to by the Board of Water Commissioners at the November 21, 2017 subcommittee hearing., GF22.Without development of the Project;the Cc-applicant carriers cannot provide reliable. service to the Town of Barnstable pursuant to the Telecommunications Act of 1996 and their licenses issued by the FCC. The Project will provide reliable coverage within and to Cotuit village and its immediately surrounding areas.The Co-applicants carriers have provided appropriate and sufficient documentation and analyses to evidence a significant gap in wireless coverage and thus the need and demand for the Project,including documentation consistent " with guidance.set out in the Commission's Wireless.Technical Bulletin. GF23.The Co-applicant carriers have each provided Radio Frequency(RF)reports and coverage maps confirming and justifying the need for the proposed WCT in order to alternately maintain adequate or fill a significant gap in coverage, and thus continuous,reliable wireless service: • RF Report,Proposed Wireless Facility,MA2549,414 Main Street,Cotuit, MA 02635, prepared by C Squared Systems, LLC for AT&T,dated August 15,2017,with additional information regarding temporary site tower(COW)coverage dated December 6, 2017; RF Report,Proposed Wireless Facility,BS13XC662,414 Main Street,Cotuit,MA 02635, prepared.by C Squared Systems,,LLC for Sprint,dated August 17, 2017(revision. submitted November 9,2017),with additional information regarding temporary site - tower(COW)coverage dated December 7, 2017; • T-Mobile RF Propagation Maps and Data package,consisting of eight pages entitled"Site Replacement-4HY1559A;LTE Mid-Band Plots,"submitted September 6, 2017,with additional information regarding temporary site tower(COW) coverage submitted December 11,2017. GF24.The Applicant carriers'coverage maps detail coverage conditions that existed when the former water tower had not yet been removed; coverage conditions that might exist if personal wireless service facilities were not replaced in.the area; coverage conditions with reduced carrier height on the temporary,portable towers on the Property; and coverage conditions in light of proposed construction and operation of the Project. The Applicant carriers'coverage maps evidencing Project need and gaps in coverage were appropriately generated using boo mHz transmission frequencies,which is the broadest(but least intense)transmission frequency. GF25.The Project is located on municipal land. Projects of this type are appropriately located on municipal land, affording a municipality enhanced land development controls in the planning,construction,operation, and eventual decommissioning of such a project,where the municipality,through its political subdivisions, acts both as a as landlord and permitting authority. The Project does not interfere with municipal operations and is consistent with the purposes for which the land is used and held. DRI Decision—TowerNorth Wireless Communications Tower-414 Main Street,Cotuit(Commission File No 17020) Page 5 of 14 r GF26.The proposed monopole and equipment, including,without limitation,its constituent antennas, equipment shelters and security barrier/fence, are collectively defined as a"Personal Wireless Service Facility"(PWSF)under the Commission's Wireless Technical Bulletin. The town should consider in its permitting for the Project and lease negotiations for the Project Site adopting contingencies and processes for the potential,eventual Abandonment of the PWSF, whereby the owner/s of the PWSF evidences its intent to abandon or discontinue operations of the PWSF,and establishing the respective duties and obligations of the owner/s of the PWSF to the town upon Abandonment of the PWSF. In its lease negotiations and permitting for the Project,the town could consider requiring that the PWSF owner/s post bond or other surety to ensure the PWSFs physical removal and site restoration upon abandonment. GF27.TowerNorth submifted with its DRI application an Obstruction Analysis Report prepared. by Federal Airways&Airspace®, dated 6/12/2017,which concluded that the Project poses little to no risk of adverse aeronautical impacts and that it is unlikely that the Federal Aviation Administration will require lighting for the proposed monopole. GF28..The Project is consistent with the Barnstable Local Comprehensive Plan by minimizing development in a Low Density Residential area,supporting upgrades to telecommunications infrastructure,providing well maintained public facilities to serve future communication needs of the community that are equitably distributed with minimal environmental and community character impacts,and is consistent with the.Cotuit Village Plan by supporting operations of the Cotuit Fire District., GF29.The only DCPC applicable to the Project is the Cape-wide Fertilizer Management DCPC. Barnstable adopted a fertilizer(nutrient) management ordinance as implementing regulations pursuant to this DCPC(Chapter 78 of the General Ordinances of the Code of the Town of Barnstable, "Fertilizer Nitrogen and Phosphorous Control").. The Applicants do not propose to manage turf with fertilizer applications, and thus the implementing regulations do not apply to the Project. GF3o.The following municipal reviews,actions,permits,licenses and approvals are required for the Project from.the Town of Barnstable: Site Plan Review;Zoning Board of Appeals Dimensional Variance for the height of the WCT; and a Building Permit. GF31.The Project is consistent with municipal development ordinances,provided the Applicants obtain all necessary local permits,licenses,and approvals. . A. The Property and Project Site are in a RF residential zoning district, a low density residential.district,and Resource Protection Overlay District. The purposes of the Resource Protection Overlay District are to protect surface water and groundwater quality,and reduce development potential in an area where additional residential development could face a shortfall in public facilities. The Project use is not a prohibited use within this District. B. The Zoning Ordinance of the Town.of Barnstable(Chapter 240),Article X(Personal Wireless Communication) allows for the installation and construction of personal wireless facilities and associated equipment in all zoning districts, subject to Site Plan Review and issuance of a Building Permit. The maximum building height in the RF district is 30 feet;therefore,the Applicants will need a Dimensional Variance for the height of the tower from the Barnstable Zoning Board of Appeals because they cannot . close significant gaps in wireless coverage without pursuing the Project in a zoning DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 6 of 4 district that limits structures to a height of 36 feet.. "The need for closing a significant gap in coverage,in order to avoid an effective prohibition of wireless services, constitutes another unique circumstance when a zoning variance is required" [See Nextel Communications of the Mid Atlantic,Inc. v.Town of Wayland, 231 F.Supp.2d 396; 406-407(D.Mass.2002)]. F GF32.The Town of Barnstable's Planning and Development Department Director, Elizabeth Jenkins,provided oral testimony at the November 21, 2017 subcommittee hearing on behalf of the Town regarding the Project's consistency with the Town's development ordinances and its ' Local Comprehensive Plan. GF33.The probable benefits of the Project include: A. The Project will fill a significant gap in wireless coverage caused by the f decommissioning of a structurally impaired municipal water tower,providing a needed service to a variety of users including area residents,the travelling public and visitors who rely on such services for emergency communications,to operate their businesses and to communicate with friends and family either in home or in vehicle. Wireless communications are used by many homeowner's who have eliminated land lines, and use of multiple wireless platforms create high data,demand that will be served by the Project. B. The Project proposes immediate wireless carrier co-location of the three carriers previously located on the former water tower on the Property,and maximizes co=' location opportunities for other carriers on the Project Site,potentially eliminating or ...limiting the future need for additional towers in Cotuit. C. The Project is a low impact,low intensity infrastructure development,which supports other development. D. The Project is well-sited.and appropriate on municipal land,and on the particular a land proposed for.siting,will assist the Cotuit Fire District in meeting contractual obligations and'will provide a regular revenue stream for the District to assist n maintaining services for area residents. REGIONAL POLICY PLAN FINDINGS RPPF1. The Project was reviewed subject to`relevant issue areas of the 2009 RPP,amended . August 2012, and corresponding standards applicable and material to the Project,-and to the Commission's Technical Bulletin 97-001,"Guidelines for.DRI Review of Wireless Communication Towers"(Wireless Technical Bulletin). RPPF2.The Regional Policy Plan contains goals and performance standards that apply to review of any given DRI project. Given the nature of WCT projects in general, and of the specific Project under consideration,many of the RPP's goals and standards are either inapplicable or not material to the Project. Under Section 7(c)(viii)(d)of the Enabling Regulations,the Commission is specifically authorized to waive RPP Goals, Standards and Issue Areas it deems outside the scope of project review for WCTs. RPPF3.The primary emphasis in and scope of this DRI review, as with most if not all DRI . reviews of proposed WCTs,is the potential visual impact of the Project'as assessed under the . RPP area of Community Character. The Project balances potential natural resource impact concerns with potential visual impact concerns, and the Project is consistent with RPP goals, ` DRI'Decision-TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page,7 of 34 standards and practices,and guidance from the Wireless Technical Bulletin, applicable and material to the Project,as discussed in more detail,below. RPPF4.The Project is consistent with guidance in the Commission's Wireless Technical Bulletin: A. The proposed WCT meets the Commission's`fall zone'/setback requirements from buildings and property lines. B. The Applicants'noise study shows that the Project meets the 5o dB(A)limitations on ambient noise from the Project under regular operation.. C. The Applicants'Radio Frequency(RF)emissions report indicates that the Project meets applicable RF emissions limitations. D. The Applicants have so designed the Project and committed to donating a position on the proposed WCT for municipal emergency response services. RPPFS.The Project proposes infrastructure to meet community and regional needs, and to maintain the reliability and quality of infrastructure services. The Project will provide and maintain acceptable levels of personal wireless service coverage to portions of Barnstable and Mashpee. The Project is proposed in response to an identified need for infrastructure services. RPPF6.The Project minimizes adverse impacts of development on land b using land efficiently, p. Y g Y protecting sensitive resources, and is appropriately sited. The Project proposes carrier co- location and opportunities for further co-location,and the Applicants have minimized the footprint of the Project and its associated land disturbance to the extent feasible. The Project is located on municipal land which is preferred,to the extent concerns about potential impacts on regional resource areas can be addressed;where a municipal body acts.as a fiduciary for its residents, and has a greater level of control over planning, construction and oversight of use and development on such land. RPPF7.The Site is mapped as a Significant Natural Resources Area(SNRA)in the RPP due to the presence of public water supply wellhead protection areas and potential public water supply area,and as a Resource Protection Area on the Commission's Land Use Vision Map(LUVM). The RPP defines a Resource Protection Area as an area designated on the Regional Land Use Vision Map that warrants protection and where additional growth is not desired due to the presence of one or more sensitive resources such as Wellhead Protection Areas, Land Subject to Coastal Storm Flowage(LSCSF)or Sea, Lake, and Overland Surges by Hurricanes(SLOSH) zones,historic districts,and the Cape Cod National Seashore,wetlands,vernal pools,protected open space,and designated Districts of Critical Planning Concern (DCPCs). The Project is consistent with and appropriately located within the mapped Resource Protection Area,as the Project is not contrary to the purposes and resources underlying the designation.The Project. involves a low impact and intensity land use,with a small development footprint and limited site disturbance, consistent with the current use of the Property and with surrounding land uses and development. There are few vehicle trips and minimal nitrogen load associated with the Project. RPPF8.The Project will not be staffed day to day, and no permanent impacts to the regional transportation network from the Project are anticipated as very few vehicle trips to the Site attributable to the Project are anticipated under operating conditions. RPPF9.The Project is located within mapped Wellhead Protection and Potential Public Water Supply Areas,and within a watershed that contributes to an estuary for which a Nitrogen Total DRI Decision TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 8 of 14 Maximum Daily Load has been established. However,in its nature and design,the Project will not create impacts on these regionally-significant water resource areas: a\ A. As evidenced by the Applicants'Hazardous Materials affidavit submitted with the DRI application,the Project will not use or store materials in amounts that might, detrimentally impact drinking water resources; B. The Applicants have committed to limiting back-up generator fuel sources to natural gas or propane,which poses little.to no risk of harm torelated drinking water resources; C. The Project will not generate or store Hazardous Wastes; D. As there is no wastewater flow,water use or managed turf associated with the Project,the anticipated nitrogen loading from the Project is minimal. a RPPFio.The proposed equipment compound and reconfigured access road will be gravel;there are not anticipated to be significant changes`in site drainage patterns from the Project. The Applicants have proposed stormwater management for construction and operation of the Project,appropriate to the scope of the Project,that satisfies relevant requirements in the RPP. 4 RPPF11.The Applicants have included a drainage report with the DRI application, and the proposed stormwater management facilities(infiltration trench along the proposed reconfigured. roadway) address any changes in drainage patterns as with the Project, and in design ensures that stormwater associated with the Project is captured and infiltrated on the Property. The Applicants have provided a long-term stormwater operations and maintenance plan by which it proposes to manage such stormwater management facilities. The Applicant has also proposed an erosion control plan to manage stormwater run-off during construction. RPPF12.The Applicants prepared and submitted a natural resources review for the Property as part of the DRI application,which concludes and confirms that the Site:is upland woodland vegetation typical of Cape Cod;is,"-not mapped within a flood hazard zone; neither contains nor is proximate to vernal pools,wetlands or their respective buffer zones; is not mapped as Priority Habitat for Rare or Endangered Species under the Massachusetts Endangered Species Act (MESA); and does not otherwise contain unique or special species or habitats of concern. The Site may contain potential habitat for the federally listed northern long-eared bat,though, as designed(i.e.proposed time of year restrictions on tree clearing),the Project would not result in a prohibited`take'of such species. The Site is mapped by the Commonwealth's Natural Heritage and Endangered Species Program as BioMap2 Core Habitat. RPPF13.The Applicants have minimized the Project's impacts on habitat and other natural r resource interests,balanced with'minimizing the potential visual impacts of the Project. The Project involves approximately 12,4O0 sq.ft. of site disturbance,including reconfiguration and construction of the gravel access road,and the Project's equipment compound footprint is approximately 5,625 sq.ft,,relatively minor given the size of the Property. i . A. If the proposed WCT occupied the site of the former water tower,no new disturbance would be required. However,the Project was moved further back from the water tower's, former footprint to mitigate potential visual impacts. The Project is designed to balance :minimizing site disturbance with reducing the visibility of the Project from significant public viewsheds,taking advantage of the existing tree cover on the property and.a designed jog in the reconfigured access road to hide direct views of the WCT from such viewsheds. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) - r Page-9 of i4 1 B. Greater buffering of the Project could be achieved by locating it further back on the Property than proposed; however,this would require greater disturbance within areas of the Property mapped as BioMap2 Core Habitat and drinking water resource areas, and areas of the.Property mapped as Priority Habitat under MESA, and potentially interfere with water department operations. C. Given the Project's small development footprint and minimization of disturbance,the balancing of natural resource and potential visual impact concerns,and that the Property is already restricted and limited in its development potential as it is held for municipal drinking water supply and protection purposes, no open space mitigation is required for the Project. ; RPPF14.Prior to filing its DRI application,the Applicants conducted a.balloon test(flying balloons at 150'and the proposed WCT height of 170')on which to base photosimulations of the. proposed WCT. The Applicants submitted photo simulations of the proposed WCT(at heights of. 150'and 170')with its DRI application taken from twelve vantage points in the area surrounding' the Project Site and Property. (See Photo Simulations,Cotuit RELO Wireless Communication Facility,414 Main Street, Cotuit,MA 02635,prepared for Centerline Communications by Chappell Engineering Associates,LLC,dated September 5, 2017,revised dated November 30, 2017).The Applicants consulted with Commission staff about the appropriate vantage points from which photos should betaken,representing areas of regionally-significant public viewsheds that could be visually impacted by the Project,and the photosimulations were prepared and balloon test conducted consistent with consultations with staff and guidance in the Wireless Technical Bulletin. Most of the photosimulations show that at 170',the proposed WCT will not be visible,including from significant public viewsheds such as Cotuit Bay,Mosswood Cemetery and Lowell Park. . RPPF15.The Applicant has sited the WCT where it will have limited visibility and.visual impacts,,set back from the road among the existed vegetated buffer, and with a winding, reconfigured access drive. The fenced compound and equipment shelters are located hundreds of feet from Main Street and screened by existing vegetation. The Project proposes a monopole style tower that maintains a narrow profile to the eye,and that will be manufactured in a light gray or other suitable color that blends in with the visual surroundings. The proposed monopole has a narrower profile and is set back further from Main Street than the former multi-column steel water tower,now demolished and on which the Applicant carriers were previously located. RPPF16.Because the Property is held for municipal water supply and protection.purposes and not for private development purposes,future clearing of existing vegetation screening on the Property outside the Project Site is unlikely, and such additional clearing is not permitted under this decision. RPPF17.The Project will not have adverse visual impacts on significant historical, cultural or scenic resource areas. The Project is located outside of the National Register Historic District and any local historic districts,but will be near an individually listed National Register building (BRN.303 Harlow Homestead,391 Main Street)and near an area where numerous other historic structures have been inventoried but are not listed. The Applicants filed a Project Notification Form with the Massachusetts Historical Commission(MHC)dated 7/12/17. MHC did not to provide comments on the Project. RPPF18.Based on this proposed siting, and as shown in the photosimulations,the proposed WCT will not be visible from locations within the National Register Historic District,and will be minimally visible from the Harlow Homestead and areas with other historic structures. The DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page io of 14 I photosimulations also confirm that the Project will not be visible from significant public viewsheds in the.area such as Lowell Park,Mosswood Cemetery or Cotuit Bay. CONCLUSION Based on the Findings and above,the Commission hereby concludes,determines, and finds further that: 1. Subject to and upon satisfaction of the conditions identified in this decision;the Project is consistent with the Act and the 2009 Regional Policy Plan(as amended). 2. The Project is consistent with Barnstable's Local Comprehensive Plan. 3. The Project is consistent with municipal development ordinances,subject to the Applicants obtaining all required local approvals,licenses,and permits for the Project. 4. There are no DCPC Implementing Regulations applicable to the Project. 5. The probable benefit of the proposed development is greater than the probable detriment of the proposed development. The Commission hereby grants DRI approval for the wireless communications Project at 414 Main Street,Cotuit described herein,subject to the following conditions. CONDITIONS C1.When final,this decision shall be valid and in effect for a period of seven(7)years, and local `. development permits maybe issued pursuant hereto for a period of seven(7)years from the date of this written decision. This decision shall be final when the appeal.period set out in Section 17 of the Cape Cod.Commission Act has elapsed without'appeal(or if such an appeal has been filed,when the appeal has been finally settled, dismissed,adjudicated,or otherwise disposed of in favor of the Applicants),and a copy of this decision has been recorded with the.. Barnstable Registry of Deeds,and registered with the Barnstable Land Court, as applicable: The Applicants,jointly and severally,shall bear the costs of recording and registering this decision. C2.This decision shall be appurtenant to a4run with the Project Site on the subject Property. The decision shall bind and be enforceable against,and inure to the benefit of,the Applicants; its successors, and assigns. C3.The Project shall be undertaken, constructed, operated,and maintained in accordance with. the Findings and Conditions set out herein,including the plans and documents referenced below("Approved Project Plans"), When and as any plans and documents required to be submitted as Conditions of this decision are reviewed and approved by Commission staff,such plans and documents shall be deemed incorporated into the Approved Project Plans, and the Project shall similarly.be undertaken,constructed, operated,and maintained in accordance with the same. Approved Project Plans • Project Plan Set entitled"Cotuit ReLo,414 Main Street, Cotuit,MA 62635, SITE NO.: MA-032,"prepared for Centerline Communications by Chappell Engineering Associates, ` LLC,last revised'dated 11/62/2017,consisting of sheets T-i, C-1,C-2,C-3,C-4,A-1,A-2, A-3, EC-1 a • Stormwater Management Report,414 Main Street,:Cotuit, MA,prepared.for Centerline Communications by Chappell Engineering Associates,LLC, dated November 2, 2017 DRI Decision=TowerNorth Wireless Communications Tower_'414 Main Street,Cotuit(Commission File No 17020) Page 1i of 14 s • Noise Study,Cotuit Relocation, 414 Main Street, Cotuit, MA prepared for Centerline Communications LLC by Noise Control Engineering,LLC,dated September 1,2017 • Calculated Radio Frequency Emissions Report, Cotuit Relo.MA,414 Main Street, Cotuit, MA 02635,prepared by C Squared Systems for Centerline Communications,dated July 14, 2017 • Hazardous Materials Supplemental Information and Affidavit, 414 Main Street,Cotuit, . MA 02635,from Bert Stern,VP,TowerNorth Development, LLC,dated October 1, 2017 • Natural Resource Review, Proposed Telecommunications Facility,414 Main Street, Cotuit, Barnstable County,MA 02635 by EBI Consulting dated June 23, 2017 C4. Failure to comply, and remain in compliance,with all findings and conditions stated herein may be deemed cause to revoke or require Modification to this decision. This decision does not permit any other work or development at the Project Site or Property,including tree and vegetation clearing and removal, except as authorized herein. Commission staff may make, and the Applicants hereby authorize,site inspections.upon reasonable notice to the Applicants,as such visits are needed,to determine whether the Project has been constructed and is being maintained,used and operated in compliance with this decision,including the applicable conditions hereof C5. Prior to undertaking the same,the Applicants shall apply to and obtain permission from the Commission for any Project changes or changes to this decision,in accordance with the "Modification"section of the Commission's Enabling Regulations in effect at the time the permission is sought. C6. Prior to and as a condition to use and-operation of the Project and issuance of Building Permit sign-off for the Project,the Applicants shall apply for and obtain a Certificate of Compliance for the Project from the Commission. Issuance of the Certificate of Compliance is contingent on Commission staffs review and confirmation that the Project has been completed in accordance with this decision. Commission staff may make a site visit and require submission of further information from the Applicants to evidence compliance with this ' decision,prior to and in support of issuance of such Certificate. C7.Prior to.commencement of Project construction,the Applicants shall: A. have obtained.all necessary federal,state, and municipal permits,licenses,and approvals for the Project, and provide copies of the same to the Commission.The Project's consistency with municipal development by-laws,regulations or ordinances shall be evidenced and confirmed by the Applicants.obtaining all said necessary municipal permits,licenses and approvals; B. provide.evidence to the Commission that a copy of this decision has been provided to and received by the general contractor for the Project. Copies of this decision and approved Project plans and documents referenced herein shall be maintained on-site during Project construction. C8.The proposed monopole shall be painted or manufactured, and maintained,in a light gray color to blend in with the sky and surroundings. C9.In order to visually screen the Project, existing natural vegetation on the Property shall be retained and not cleared or removed, except as necessary to construct the Project and as according to that depicted in the Approved Project Plans. DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 12 of 14 C�, Cio.TowerNorth shall donate and allow space on the wireless communications tower for telecommunications-related,emergency response equipment of the town of Barnstable, should the town desire to arrange with the Applicant to place and maintain equipment on.the tower. Cii.There shall be no more than one backup generator for the Project to be shared by all its users,which shall only be fueled by natural gas'or propane. Routine generator testing shall only be performed on weekdays,during day-time hours. Cie.Any exterior lighting proposed for the Project shall be designed,constructed and operated consistent with the RPP's Community Character lighting standards and with the Commission's , Lighting Technical Bulletin. Specifications for any proposed lighting shall be submitted to Commission staff for review and approval prior to installation. To date, no approval has been granted hereunder for exterior lighting associated with the Project. SIGNATURE PAGE FOLLOWS , { i DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 13 of i4 1. SIGNATURE Executed this day of .2017. i S gn ture Print Name and Title COMMONWEALTH OF MASSACHUSETTS J Barnstable, ss t got.�Kf � 2017 Before me,the undersigned notary ublic,personally appeared ell in his/her capacity as of the Cape Cod Commission,whose name is signed on the preceding document,and such person acknowledged to me that he/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me,through satisfactory evidence of identification,which was[ ] photographic identification with signature issue by a federal or state governmental agency, oath or affirmation of a credible witness, or[ personal knowledge of the undersigned. :GAIL P HANUY Notary Public COAI11MIA4Ei1ON.OF MASSACHUSETTS w-toinmission•Expires Notary Public SEAL iooilM62e,9011e My Commission Expires: 60 DRI Decision—TowerNorth Wireless Communications Tower—414 Main Street,Cotuit(Commission File No 17020) Page 14 of 14 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 ' - CAPE COD ' (508) 362-3828 • Fax (508)362 3136 www;capecodcommis.sion.org 1 COMMISSION HEARING NOTICE CAPE COD COMMISSION TowerNorth Telecommunications Mon" TowerNorth November"21, 2017 The Cape Cod Commission,will conduct a public liear ng`on Tuesday,November 21' 201'7 of"5 oo p.m. at Cotuit Freedom Hall,Main Street, Cotuit,MA o2635 on the following project which has been referred to the Cape Cod Commission for review as a mandatory Development of Regional Impact(DRI) pursuant to Section 3 of the Cape Cod Commission's Enabling.Regulations Governing Review of b Developments of Regional Impact. This notice is being published pursuant to Section 5 of the Cape Cod Commission Act. Project Name: TowerNorth Telecommunications Monopole Project Applicant:. TowerNorth . . Project Site/Location: 414 Main Street,Cotuit,MA Project Description: Proposed construction of a 1'7o foot-telecommunications facility tower to serve wireless carriers located on the former Main Street water tank. Anyone wishing to testify orally will be welcome to do so. Written comments may also be submitted at the-q hearing,or delivered or mailed to the Cape Cod Commission,P.O.Box 226,3225-Ma Street,Barn3225-Main MA 02630 for receipt on or before the date of the hearing and until the hearing on the project is closed. Project documents may be viewed at the.Cape Cod Commission office located at 3225 Main Street,Routes A, Barnstable,MA between the hours of 8:3o a.m.and 4:30 P.m. For further information or to schedule an. appointment,please contact the Commission office ai(508)362-3828. If you are deaf or hard of hearing or are a person with a disability who requires an accommodation, contact the Cap:jK-b Cod Commission at(508).362-3828;for Telecommunications Relay Services(TRS)dial 7L`�a Caso estas informs;oes sejam riecessarias,em outro idioma,por favor, contate`o Coordenador de Titulo VI da MPO pelo telefone (5o8)362-3828 or Para servicos de retransmissao de telecomunicw�oes, disQue�711. i t � C Shea, Sally From: Bowers, Edwin Sent: Friday, October 06, 2017 8:51 AM To: Shea, Sally; 'Kenneth Zink, Cc: Florence, Brian Subject: RE: Cotuit T-Mobile COW The fee of$75 will need to be paid in order to extend the permit for an additional 180 days We are aware that you are in the process of approval for a permanent tower From: Shea, Sally Sent: Friday, October 06, 2017 8:12 AM To: 'Kenneth Zink' Cc: Bowers, Edwin; Florence, Brian Subject: RE: Cotuit T-Mobile COW Hi Kenneth, I have forwarded your request to the Building Inspector and',the who is going to discuss the matter with the Building Commissioner and he will explain how to proceed. Sally Shea Town of Barnstable Assistant Zoning Admin/ Lead Permit Tech. 508-862-4031 . From: Kenneth Zink [mailto.kzinkCa)timberlinecommunications.com] Sent: Thursday, October 05, 20173:36 PM To: Shea, Sally Subject: Cotuit T-Mobile COW Good afternoon Sally, I am writing to see what you will need from me to extend.the permit. The new tower is in process they submitted to the . Cape Cod Commission so it is in the air for the actual date we can move onto the new tower pending it's approvals etc....T-Mobile is estimating the new tower will not.be up until.maybe June. I need to know what you will need from me to extend this permit until the new tower is in place and the temp tower can be taken down. Thank you, .................................... w Kenneth Zink a. .. 'Wireless-Operations Manager Timberline Communications Inc. 1� A .� Town of Barnstable Building Post.This Card So That rtis,Visible From the Street Approved Pla�nsMust be Retained n 1 band this Card Must_be Kept .nr� & P steel Until Final�l spect�o.n Has Been Matle fi~; . � � a 3� Permit ° ere,a Cefi atof Oupancy Required,such l3u�ldmg shall,No`t beOecupied untila Final lnsp coon,has been made T Permit No. B-17-1136 Applicant Name: KENNETH ZINK Approvals Date Issued: 04/21/2017 Current Use: Structure Permit Type: Building-Accessory Structure-Commercial Expiration Dater 04/21/2018 Foundation: Location: 414 MAIN STREET(COTUIT),COTUIT Map/Lot: 038-004 Zoning District: RF. Sheathing: Owner on Record: COTUIT FIRE DISTRICT Contract r�Name fiKENNETHZINK Framing: 1 Contractor License CS 108036 2 Address: PO BOX 1475 COTUIT, MA 02635 Est Protect Cost: $36,000.00 Chimney: Description: INSTALL TEMPORARY TOWER TO REPLACE CELL SITE ON WATER PermittFee: $285.00 TANK TO BE DEMOLISHED FOR T-MOBILE COVERAGE 1ST Insulation: EXTENSION TO EXPIRE ON 4/21/17 ee Paid $285.00 Da#e 4/21/2017 Final: ,41 Project Review Req: :` ` Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This.permit shall be deemed abandoned and invalid unless the work authorized.by this permit is commenced within siz months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents�for whIch!this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zon¢i`g by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or'road'and shall be maintained open for" li- n- i n for the entire duration of the work until the completion of the same. °� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work 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 Industrial Communications® Industrial Communications& Inc Industrial Tower and Wireless,LLC Industrial Communications,LLC 40 Lone Street Marshfield,Massachusetts 02050 781-319-1111•Fax781-837-4000. www.industrialcommunications.corn August 10, 2017 - c D F Mr. Jeff Lauson Building Commissioner Town of Barnstable 200 Main Street �_ Hyannis, MA 02601 "Re: 414 Main Street, Cotuit Temporary telecommunications tower(water tank site) Dear Mr. Lauson: Enclosed is a copy of the building permit for the-above site, which will expire on 08/27/17: The temporary tower will be removed once the new tower has been constructed in town. Currently our . customer is in the process of applying for the building permit for the permanent site I am requesting an extension of this permit until the time that the Town issues a building permit for the permanent tower and the construction of the new.site has been completed. If you have any questions,please do not hesitate to contact me at 781-319-1017 orwia e-mail at peter.screnci(i�induscom.com Thank you; _ Peter Screnci Project Manager Enclosure „. Town. of Barnstable . Building to a sra®LE 1Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted . ..Until Final Inspection Has Been Made. ym • •� (Where a Certificate of.Occupancyls Required,such Building shall Not be Occupied until a Final Inspection has been made. Pewit.jillt �.._.........�..�, _ moo.,,..-..,.�...:.,;..._.��.,._ Permit NO,. B-171527 Applicant Name: PETER P SCRENCI Approvals Date Issued: 02/27/2017 Current.Use: Structure Permit Type: Building-Addition/Alteration Commercial Expiration Date: 08/27/2017 Foundation: Location: 414 MAIN STREET(COTUIT),COTUIT Map/Lot: 038-004 Zoning District: RF Sheathing: Owner on Record COTUIT FIRE DISTRICT w _Contractor Name: PETER P'SCRENCI Framing: 1 Address: . PO BOX 1475 Contractor License�CS-094647 2 COTUIT,MA 02635 �' Est. Project Cost: $ 12,000.00 Chimney: � . Description: INSTALL TEMPORARY 85'TELECOMMUNICAITONSTOWER WITH Permit Fee: $209.20 GUYED WIRES Insulation: . Fee Paid: $209.20 Project Review Re_q:_ INSTALL TEMPORARY 85'TELECOMMUNICAITONSTOWER WITH Date 7..�r� . 2/27/201 Final GUYED WIRES (� , . . L>�wstrw.�b = Plumbing/Gas Rough Plumbing: . Building ' Official Final Plumbing This permit shall be deemed abandoned and invalid unless the work'authorized:by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and tFe approved construction documents for which this permit has been,granted. All construction,alterations and changes of use of any building and structures shalhbe in compliance with the local Zoning by-lawsfand codes. Final Gas: 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. .. 4 Electrical. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided f,this permit: Service: . Minimum of Five Call Inspections Required for.All Construction Work: 1.Foundation or Footing r Rough: 2.Sheathing Inspection . 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 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). Fire'Department Building.plans are,to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT i pFIHEl Town. of Barnstable 200 Main Street Tel.(508)862-4038 foMo+' INSPECTION REPORT Date: 3/7/201710:24 AM Inspector: bowerse Permit Number: B-17-527 Name: COTUIT FIRE DISTRICT Address:414 MAIN STREET(COTUIT), COTUIT Inspection Type Inspection Item Status . Comment Building Final A-Inspection Results , PASS. Building final OK Inspection Overall Comment: Building final OK Overall Inspection Status: PASS Re-inspection Date: Inspector Initials: Person in Charge Initials: Total Score:. 100 i 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 � CAPE COD (508) 362-3828 d Fax (508) 362-313.6 www.capecodcomm.ission,.org . COMMISS10-N CERTIFIED.MAIL—RETURN RECEIPT REQUESTED t Tracking Number: 7016 0340 0001 0138.3212 August 23,"2017 -� Cn TowerNorth - . cs . c/o Jeffrey Angley, Esq. Project: TowerNorth Telecommunications Tower/Cotuit Phillips&Angley 414 Main Street,Cotuit,MA One Washington Mall CCC Project#: TR17020 Boston MA 02108 { Dear Attorney Angley: This letter serves as notice that the above-referenced proje ct has been referred to the Cape Cod Commission .: ` (Commission)as a mandatory Development of Regional Impact(DRI)pursuant to Section 3 of Chapter A, Code of Cape Cod Commission Regulations,Enabling Regulations Governing Review of Developments of Regional Impact.The Commission received the referral from the Town of Barnstable through the Barnstable Building Commissioner,Brian Florence,on August 21, 2017.Enclosed is a copy of the DRI referral form. . In accordance with the,Cape Cod Commission Act,the Commission is required to open the public hearing period on the project within sixty(6o)days of the receipt of the DRI referral,which date in this case is October ig, . 2017. Pursuant to the Enabling Regulations,upon receiving notice that the project has been referred to the Commission as a mandatory DRI,the Applicant shall file an application for DRI review. No substantive public hearing on the DRI will be scheduled or held until Commission staff deems the application complete. No municipal development permits may be reviewed or issued until the Commission completes its review and issues a DRI approval. Jonathon Idman, Chief Regulatory Officer at the Commission,is the project manager and your contact person. Please do not hesitate to contact Mr.Idman should you have further questions. Sincerely, Gail Hanley,Commissio Clerk Enclosure cc: Royden Richardson,Barnstable Commission Representative By certified mail: C(i VBrian"Florence,Barnstable Building Commissioner, Ann Quirk,Barnstable Town Clerk Thomas McKean,Barnstable Health}Department Chair Barnstable Zoning Board of Appeals Tom Lee,Chair Barnstable Conservation Commission Chair Barnstable Planning Board- Elizabeth Jenkins,Director Planning&Development/DRI Liaison a E V ED . AUG 21 2V Development of Regional Impact(DRI), Referral.Form r-P �aci Coo lssion Please attach a copy of the original municipal .development.permit application or site plan review, subdivision;.or other application showing the date on which it was received by the Municipal Agency. Receipt of this information via the. U.S. Mail or delivered in person to the Cape Cod Commission constitutes a referral for purposes of Chapter 716 of the Acts of 1989, as amended. Referred by: Town and Agency ` : Town'of Barnstable Official Building Commissioner X Mandatory Referral Discretionary Referral Limited Discretionary Referral (please see the back of this form) Project Name�TowerNorth—Proposed New 170 ft.:Telecommunications Tower,:Cotuit Project Proponent Name TowerNorth c/o Atty. Jeffrey Angiey,(Agent), Phillips &An lg ey f Address One Washington Mall,-Boston,MA 02108 Telephone 617-367-8787 Brief Description of,the project including, where. applicable, gross floor area, lots, units, acres and specific uses: Applicant is proposing to construct and operate a new 170-foot monopole wireless facility tower for wireless carriers formerly located on the Main Street water tank. Project location:, 414 Main Street, Cotuit,Man 038,Parcel 004 List municipal agency(ies)before-which a municipal development permit is pending: Site Plan Review Brian Florence, Building_Commissioner Print Name of Authorized Signatur ,.7Date Referring Representative r� —TrMT-VISLF-Ict only,for the purpose of is and activities,with approval of the Town bed locations,securely fastened to buildings, street,be constructed of durable materials,used emain in place for no more than three weeks prior er the event. ol,or location hardship sign:Subject to§240-85, ed 5-5-2011 by Order No. 2011-0471 sign to identify and/or direct.patrons to their ards are met: e public entrance, in a display window or door of cated. ss establishment is permitted per frontage. in conjunction with a trade flag or business trade gn shall not exceed 22'inches by 14 inches. e a three dimensional representation of their ria are met: ' 5/8/2015 rom= 08/17/2017 10.17 #303 'P.001/003 A7Industrial Communications® Industrial Communications 6 Inc Industrial Tower and Wireless,LLC \Industrial Communications,LLC 40 Lone Street Marshfield,Massachusetts 02050. 781-319-1111•.Faz 781-837-4600 G www.industrialco`m`munications.com August 10, 2017 Mr. Jeff Lauson Building Commissioner Town of Barnstable ` 200 Main Street Hyannis, MA .02601 Re: 414 Main Street, Cotuit Temporary telecommunications tower(water tank site) Dear Mr. Lauson: Enclosed is a copy of the building permit for the above site,which will expire on 08/27/17. The temporary tower will be removed once the new tower has been constructed in town. Currently our customer is in the process of applying for the building permit for the.permanent site I am requesting an extension of this permit until the time that the Town issues a building permit for the e permanent tower and the construction of the new site has been completed. If you have any questions,please do not hesitate to contact me at 781-319-1017 or via e-mail at peter.screnci[a?,induscom.coin Thank you; Peter Screnci Project Manager Enclosure Z4 �� TowerNorth August 11, 2017 VIA UPS Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis,MA 02601 T Re: Site Plan Review.Application for Wireless Facility at 414 Main Street,Cotuit Dear Commissioner Perry, Relative to the proposed construction and.operation of a monopole for wireless carriers to replace the wireless facilities formerly located on the Main Street Water Tank, enclosed herewith for filing with the Building Department please find the following: 1)one(1)original and six(6)copies of Application for Site Plan Review; 2)six(6) sets of zoning drawings dated July 14,2017; and a 3) filing check in the amount of Three Hundred Fifty Dollars ($350,00)payable to the Town of Barnstable Please contact me of your earliest convenience with any-questions. Si ely, _ to en Longton 726-0811 ; TOWERNORTH DEVELOPMENT, LLC APPLICATION FOR SITE PLAN REVIEW SP# _ Date: LOCAMN _ Business Name: .+:'r: \u_---- Subdivision Plan Assessor's Map# Za+a Parcei# oo4 ANR Plan Pro Address: nk•r ca�C. Site Plan Property ��� ,�. ---- Mm OF nop Itty APPLICANT Name: Cam%?+ rir"t'17•s�r.: _ .�._: Name: tiw�� ,}v, �t A Address: + Address- t . k ,t..r b L63 O� Telephone:-S2§ -!AMa- a to Telephone: 2\•5 Fax Fax:' �1\22 - 2L gun ARCK ?r-r/DEYEI.QPER/CONTRACfOR/E�iG�?EER !A Name: _._Cfl Gall 1^ n e+ Name: Address:,zo\ t Si . '+ 05 ;Zoe. tJQSr ut 10% Address: :\\. a, MD1 rts..)Qn OY)SZ ---- \ 1d0 Telephone: 4,Ai "lyoo Telephone. t51 'l Fax. SMRAQB TAMCS(HAZ MAiYF M OR WAS'T OIL) 7_r_sxr_y(-DI9MCr C^AS45I QAMM Existin Proposed_ DistrictjF Overlays) Number Number LotArea_kAWSq.Ft., Y�5' :•11. Ac. size Size Fire District CaAJ•-\ Above Ground Above Gfotmd X Underground Underground Setbacks ft. Contents Contents Front: ZU Side: \S Rear: IS Number of Buildings - - Existing © Proposed Demolition -N Se ❑ Public ❑ Private Size Water ❑ Public ❑ Private Electric ❑ Aerial Underground Existing Proposed Gas ❑ Natural M Propane (sq.$. .ft. Grease Trap ❑Size gal Basement Sewage Daily Flow *_gpd Resideatial— Rostaurant *GP or VP areas restrict wastewater discharge to 330 gallant per Retail acre per day into on-site system. Office PARKM SPAN CURB CVr,S Medical Office Required Commercial i Existing t'�Provided Proposed Wholesale(specify) On-site To Close Institutional ' Off-Site Totals Industrial - Handicapped All OtherUses On site Estimated Project Cost: Fee: Gross Floor Area lZ\ \o\ X Z-d s 200 \bd sr FORM-YlmC-06n&loa �bO J1�-„t•\ r�°S" 3, �v CENTERUMB • CENTERLINE .4'ii'N.'MYMICIITIO R■ .. �.'sa�s■waMtts.uC GOTU IT R EL0 �SNO�F OA �. 414 MAIN STREET COTUIT. 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I IaIOA� .Af 1f nn two . rrrr:xmrm�.ra4 �.rartm mist u.a orcn: ..�- . :. rare7w aw■rr■rrrr�s rr■ser r■erarr wtx # fa ', � ,� - . r w•.rr.vao f4arrrrr ar■mf■Awwwe re.4r _ ' rA�mwaw w�°ier�bmrn°1Ow rrraeerrArrr r)rx were ; _ �,F •' ,y�l�y��� 11 ...• AmmfS IYCtt wd w0f1-RW[mf .. l xwrfarrr s■aOxr)�eY LL waasfrllOMmeLYOSW ` F •• . rrrrrwr■xrrre�rw rrxlr�morraaaaru � � 9 -�; .,Af T � ti� ''�, C-I INm�.MLWM I lY4f.OR%T: 11(®GIR) �roerwrrneswrrs�f�• - r It wa.4®'o■x r4>y. r�..errioo..crue�.a�. � �-t 1 t;. .� r r mares m44 • .. rffarafrmra rx ew aoerr sa4r rF `••n 4 `' !` 0[m fIIaatt;. 11lA .c x rr d 1 A-1 ara7a RIX f aFwrol 1 f 7 am la rl■s �mra 4,r.far7w wmerrr x xer�ru vN trot nose f �f.*, ti r, - manummfr7C .ss.asr rrau rwaa rrw wv■rr4� � f A- y r,a .� woo ImAa[ nine°or�sv .. f�arw rr.rr.palryr r4p a xee r/ x�rm ate®t {F 7� "t^, A-x 9Z RIMS 1 N�Qf1 a1f2 mI1R IK AIRY Fo[r.lYt uC.n Nt)r m.■mwar.yrre7■rare ros .A•ow ae:rrxar•omsl I 17 ;�, `L `.,I� 'FII to IIn rawsroolrrnramrR - .. x�rr■��wasrr ,,,�{�yr.r Ef cy � [prY[w Wma ' AllrrrwARfw4s■rr)w .xers rtrexwwrr■x r4rxrlr rsr niter M■ra4 i l.,�� f f }.. !' • d 00•®+®NxMf�O .. r�rr Yror re Rrr�_I mlrrm��rmwa rrdt W yrrn rs® iaa.mi®R w°°mwre�' "r r era•r.�r u■nib 4ml 4 -l� b AMLrf: TAM LL1U6�1[CY .. poor s�tY4[4raf 4 oo rnis�ra A rr s'. nips art 4a[1 srolrywa � .x mrm su eo rrm■rxo rr n.u�r wrars>_ro v - .a,� .. a®m.rrwrr.rrwrr .roeremrmRrxr� a i kr�•., !"� -^ AImf�Otf;. � OMr9Laoowl MalmLm 11�-0.l2�x}yv rxrrm r--rlwrw rx — -wsarxwur L > i �� •.•` rf L f. 261 O NFm ma ow.A4[10/ .xmwm rtrotu tweerreew7 o.r rfenos term e+e ti• 4q t }}� �.21 ' C be• 7 1 M C WAaMMAK wMW COT,WF RmQ' rm.r■r.r.rrT7rmlraarr �.r�ia�'°r.warors7rae ' fl rr•' r r- row�eaae rff� aa�+re W ia+4r # F..OM. ?.r7 yoY 4;. '`i�•a i'.�"a' .s11IC11ftr100@ nil ya MR m 01 •x ore+►rr rrt 7 fu or ewe • +6+� ��i�F l �.• 'n';,;,' F tlwa■r�a .. ,■gp71gm1 MOM Y7 L M f■114rrx UM rfY Ve rewr.. - ®41[W�D rsr r eoor4 rrt o x w w u .. res w r r rpm :. .. .. .... .. r■wr .xrwre.rtrrrr.rrr.w DO NOT SCALE QRAWINGS rmd wwruro.rtwr.e ZONING DRAWINGS au or rm•x s im x tea. - - CPfsara LtIL rtttY ALL 7Wa el4 Oarfa Mt FOR COMTHLIM All .. . me emm w IK am$lt No a171 - _ - - - .. rmsar pn ac tom ants 204C OmAc e -" .... .. wnc a as(W K 0 mac afmwc eal rK - .. .. `.. . Y - m a r awaa+4[7a sr7c T-�1 Old Ding's Highway Regional Historic District File# Approved? ❑Yes Fa-N Hyannis Main Street Waterfront Historic District Fete# Approved? ❑Yes No Listed in National and/or State Register of Historic Places? ❑Yes No Previous Site Plan.Review File# Approved? ElYes No Previous Zoning Board of Appeals Fife# Approved? ElYes No Is the site located in a Flood Area(Section 3-5.1) ❑Yes No In Area of Critical Environmental Concern? ElYes No Is the Project within 100'of Wetland Resource Area? ❑Yes ONO Site sketch-informal presentation ❑Yes ®No Site Plan prepared,wet stamped and signed by a Registered PE-and/or-PLS. Yes ❑No Parking and Traffic Circulation Plan Yes ❑No Landscape Plan and Lighting Plan Yes ❑No Drainage Plan with calculations and Utility Plan Yes ElNo No (all floor tans elevations and cross sections Yes ❑ Building Plans, ) i 8 ( p Note that all sienaae roust be approved by Code Enforcement Officer at the Building Department Lot area in sq.ft ob sq.ft �L a.uu kra� Total Buildings)footprint 69-0 sq.ft. Maidmum Lot Coverage as%of Lot /o GROUM WATER PRO'IFCf PN OVERLAY DISTWG?REQjnR - OVERLAY DiS'I'RiCT(S): A 1 (off lot- Lot Coverage (%) Required Proposed PC Site Clearing (Va) -Required Proposed l..&, +-•... .5 a�,ca s PRIAiCiP/1L BTMDIIBG ACCESSORY BumDim—M) Yes ❑No 3 Number of floors eight: ft. Number of floors� Height: \a' fit. FLOOR AREA: FAR IIAOR AREA: FAR - -- Basement sq.ft. Basement sq.ft• �,� Srs� First sq.fit. Fast sq.R l3 w� P Second sq.R Second _ sq.fL Attic sq.ft. Attic sq.ft Other(Specify) sq.fit Other(Specify) sq.ft. Please provide a brief narrative description of your proposed project: urn \10'' or\u �.L per -Fay ,re erS ge— I assert that I.have completed(or caused to be completed)this page and the Site Plan Review Application and that,to a best of my knowledge,the information submitted here is true. H'9F, ,� Date ON °aft Mted Name of Applicant SP•FOItM-P2:DOC-06JI SR004 v LEGEN --------- „7R I ltt IulOai �r - � M) \ `•+ so:""ry-�-e. . rw cm roanIS ♦�,CENTERUNE r rv"l ' '© .. \ VaOP.frt7C 4MS + : i I .. i ♦l •i•� tb --- ----— A.aWfP.A=MI . \ •11tIMPlO 'f i-p . r`` r 11, 71 \ i f ` •.` � -{-` \\ .. .. .O.TPW Ill,alale ' ' • •b i ,1 i l f mrwwYw`n oac,v lx \\.. _ %r• �% �` Ip >�1 w0.O.OfA IAIC �w.ww,y�1� .aP as.ama a wurf F- mn.a I". -.» ';#. r I-W aw rrtn aac urmara uuo ore r4 wfc aw. ; r `�'"' -I OF �' %43 Iv rr.N+P.c • .Iv..ac OA ' - \ t 10.gum IPaf fIDo 10 v, • IF)em~IfAY wta am,w.ot w m nut _ - I prom Car.MIQ CIIOr.tlr7'(NOD SF4 WK-10 M. wy.r+art IC.Ir to TREE IEGEkO Ira •i - v.)whorl LUX MCA .. I •1 Y 1F w\ IOOa)1 n(IPL V M - Mf - ...'..V.If/a U M ww fl01 Ip.Q/r(If) _WW r' Loom .mauls a(U vw¢ama R.Tmo. , .,lal. +; i - la m m .. 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' rwlrra ;f!i+ w ra�o,n a atnl IN sra m r w La..tm \y[Of�.uwew.raa aac I rl . �Y w[Mri r n 0.ta.tm tr• t ratla . ► Y•w.•r.r .w otY.ora wnt w• Y� rPID[ t y IW P[V i YO r[Mal fi W[fw/o rt Vr rPyy..ti •w.u rlra i �w ICO wR O rO n n.•K!.[i •wr..wy..1� ' ��s0!W/rt � !O!W/R�y� i �r.rY r.nl•r rrfd_•II,r ac •. i_ LLnl Mr �YI�a p�t 1011 SK� �t 1 rrmo br aw.a rra a/ t.IM�rYal.r[ tr�a mro ro faatrn u rlla use 1 tofrr[ols ar,eo.:Ywq., 'm.mstauw YtwwP w.wrarw � . •sY•na an s..L Y srC na tlwr rx rP I GRAVEL ACCESS — •ro.wa•tirraaoPirpY�mar[[+w.num CB y rn a a 1nt omP aa�a DRIVEWAY CROSS SECTION_n TYPICAL.FENCE DETAIL a. !>o1m.+tinM.ar.n.nnPbr! CeS7Y�0.� �. ru:rR-1'-+ - « w:err..-r rt rpor�4R Irm a•a LLta d rrarrr Itit 0 1 r a r a r-••r-r r-•- rs• . to w tm M Wan Itf. r••aal r Mc . Wfaau I� r w� .. u IAr�r q wrr• nYn aow neon r !/f®�. rri P+..oa•a .r'•orarnc P�[t s r-ry,t. 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TYPICAL CPS MOUNTING DETAIL r A a-i """2 A f a T rJ FAB 14 -a1-17 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 2-M Al Map Parcel O U I �i`'� Application ,, V Health Division \ cZ Q �.®1� Date Issued Conservation Division /`� �'` pQR �Q.� ��E� Application e Planning Dept. �0�l�0 Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address gm Village C G h-X1 Owner eb e l r"���t L L C Address Telephone Permit Request ,� ►'�� l� ��`""��` � �^'� fir lleep1tr(f Lv Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 2 f Flood Plain Groundwater Overlay Project Valuation-"36/00 U 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 rb Proposed Use c.c,h �� ` APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ���- �''`� �C Telephone Number Address 21 '-rr tA /hE m/ vim License# CS — I 03 kiwba , A44 0 2-70 Home Improvement Contractor# Email KZ-11 k1 I-I mbf-11 Ca-Worker's Compensation # W CZ -Z 11-261311 -03 6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO G(Ar Wes< helk5{ 4:�w- e e case SIGNATURE �� DATE 11;7 FOR OFFICIAL USE ONLY APPLICATION.# DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE w ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING f. DATE CLOSED OUT ASSOCIATION PLAN NO. r AIITech Communications Tower Guyed to Front of Trailer Tulsa, Oklahoma Tower Tr Fo otprint oo rint Front Leveling Jack tp » » AT - wigt 3/8 x 18 x 16 Steel Base Plate C 1 06 Spider Series February 12 , 2002 35' Outrigger Base Plate 3/8" x 24" x 24" Steel Base Plate 14' 18' 10 r 14' 8,r 14' 8" 2 5 Outriggers Outriggers 25' 20' Ali- /20�/ 5' Tower Guyed to Back outriggers 30' �- 32'-1 18" -� UNLESS OTHERWISE SPECIFIED AIITech Commnications, L.L.C. DIMENSIONS IN INCHES. Tulsa, Oklahoma DRAWN: TEN I SCALE:NONE ETC 106 DATE: 04/06/04 DESIGN OVERVIEW - FRONT THE INFORMATION CONTAINED ON THIS DRAWING OR DATA SHEET IS THE PROPERTY OF ALLTECH COMMUNICATIONS, COST: L.L.C.AND CANNOT 6E REPRODUCED OR USED WTHDUT THE WRITTEN PERMISSION OF ALLTECH COMMUNICATIONS.L.L.C. DWG. NO. SHEET? AI1Tech Communications, L.L.C. Tulsa, Oklahoma ATC-106 Spider Series February 12,2002 0 a a 30 Feet r r A-77 CHRISTOPHER WISEMAN (ty > SUPERINTENDENT 6tRF Rf�2RUT P.O.BOX 451 WORK 508-428-2687 4300 FALMOUTH RD. COTUIT,MA 02635 CELL 508-364-1493 FAX 508-428-7517 T r A`� CERTIFICATE OF LIABILITY INSURANCE a/1sE(MMI � 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 endorsemen s. PRODUCER NAME:CT Maria McNulty Al 1 O Insurance Services, Inc. PHONE .617-535-7200 FAX No):617-535-7205 131 Oliver Street,4th Floor E-MAIL Maria.McNulty@alliant.com MA 02110 Maria.McNult alliant.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Liberty Mutual Fire Ins.Co. 23035 INSURED TIMBCON-01 INSURER B:National Union Fire Ins Co Pittsbur 19445 Timberline Construction Corporation INSURER C: 300 Pine Street Canton,MA 02021 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1447102591 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 ADDLISUOR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MOLIC LIMITS A X COMMERCIAL GENERAL LIABILITY TB2-Z11-261311-026 6/20/2016 6/20/2017 EACH OCCURRENCE $1,000,000 AUETO RENTED CLAIMS MADE ❑X OCCUR PREMISES Ea occurreWRA nce $100,000 X Contractual,XCU MED EXP(An y y one person) $10,000 X Completed Ops. PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY EC LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY AS2-Z11-261311-016 6/20/2016 6/20/2017 COMBINED SINGLE LIMIT Ea accident $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ AU AUTOS AUTOSULED BODILY INJURY(Per accident) $ X HIRED AUTOS lxx $600 NON-OWNED PROPERTY DAMA E AUTOS Per accident $ X $500 Comp Coll $ B X UMBRELLA LIAB X OCCUR 019660709 6/20/2016 6/20/2017 EACH OCCURRENCE $20,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $20,000,000 DED I X I RETENTION$10,000 $ A WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N WC2-Z11-261311-036 6/20/2016 6/20/2017 X STATUTE X ERH ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? r 7N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 IrySCRIPTION OF OPERATIONS below describe under D ES E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) RE:TCC Job#174701 T-Mobile COW,414 Main Street Cotuit, MA 02601 T-Mobile Notheast, LLC is included as Additional Insured as respects Liability arising.out of work performed by the Named Insured:The insurance provided shall be primary and any other insurance maintained by the Additional Insured is excess and non-contributory.Waiver of Subrogation applies as required by contract. Thirty(30) Days Notice of Cancellation/Non-Renewal—Ten(10)Days Notice For Non-Payment of Premium. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE T-Mobile USA,inc.,its subsidiaries and affiliates THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 15 Commerce Way ACCORDANCE WITH THE POLICY PROVISIONS. Norton MA 02766 AUTHORIZED REPRESENTATIVE. 44-A too--- ©1988-2014 ACORD CORPORATION. All rights reserved. The Commonwealth of Massachusetts _ Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Aanlicant Information Please Print Legibly Name(Business/Organization/Individual):Timberline Construction Corporation Address:300 Pine Street City/State/Zip:Canton, MA 02021 Phone #:339-502-5000 Are you an employer?Check the appropriate box: 'Type Of project(required): 1.Q I am a employer with 80 employees(full and/or part-time).* 7. New construction 2. I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp.insurance required.] g• Remodeling 3.[D I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Q Building addition ensure that all contractors either have workers'compensation insurance or are sole 1 Ln Electrical repairs or additions proprietors with no employees. 12.n Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ p Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.[:]We are a corporation and its officers have exercised their right of exemption per MGL c. 14.[ Other Wireless Cell Equip 152,§1(4),and we have no employees.[No workers'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:Liberty Mutual Fire Insurance Policy#or Self-ins.Lic.#: WC2-Zl l-261311-036 Expiration Date: 6120/17 Job Site Address: 414 Main Street City/State/Zip:Cotuit,MA 02635 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.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 Si ature: Date: 4/19/17 Phone#:339-502-5000 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#: Massachusetts bepartmerit of Public Safety • Board.of Building,Regulations and Standards. . Construction Supcni+or 'License:CS.108036, 7. ,f KENNETH ZIINK„ 7 JOHNSON R+UA10 e Arlington MA 02474 UIV xptra Commissioner 11/29/201y Unrestricted Buildings of any use group- which i;ontain less tan h 35,000 cubic feet(991m3)of enclosed-space. " .Failure to possess a current edition of the Massachusetts State Building Code ii cause for revocation of this license. for!DPS Licensing information visit: www.Mass.Gov/DPS r . . .. mom• April 19, 2017 To whom it may concern: This letter is to authorize Kenneth Zink to act as Representative /Agent for Timberline Construction Corp. in obtaining building permit application as well as acting Project Manager for the following project awarded from T-Mobile to Timberline Construction: T-Mobile COW 414 Main Street Cotuit, MA 02601 Respectfully, Steven P Kelly President T C 300 Pine Street Canton,MA 02021 t:339.502.5000 f:339.502.5022 • www.timberlineconstruction.com C OFTyF# Tatut# -re Plstrkt COTUIT Water Pepartmertt * FIRE DISTRICT # '0 1926 �� 4300 FALMOUTH ROAD, P.O. BOX 451 o''>o.w0`9� COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 April 3, 2017 Richard Scali Regulatory Services Director 200 Main Street Hyannis; MA 02601 RE:414 Main Street;Cotuit—Map 038/1-ot 004 Please be advised that we grant our permission for the installation of a temporary Cell on Wheels (C.O.W.)to be installed by Timberline Communications. Mr. Ken Zinc will be submitting a permit application on behalf of T-Mobile shortly.The water tank which currently houses the equipment has been condemned and is scheduled for.demolition in as soon as possible: Please do not hesitate to contact me if you have any questions or concerns. Sincerely, r Christoph r Wiseman Electronic;cc: Russ Kleekamp Mark Boudreau OF 41 7 nur'��' * txEZ �E;TM1rI1TExC co•rurr �o IRE DIST19�RIC9� 4300 FALMOUTH ROAD, P.O. BOX 451 Ww D ° DJu0+9, COTUIT, MASS. 62635 . PHONE 508-428-2687 + $ '" FAX 508-428-7517 . =X ct� April 3,2017 - ' 2 Richard Scali , Regulatory Services Director 200 Main Street Hyannis, MA 02601 RE:414 Main Street,Cotuit-Map 038/Lot 004 Please be advised that we grant our permission for the installation of a temporary Cell on Wheels (C.O.W.)to be installed by Timberline Communications. Mr. Ken Zinc will be submitting a permit application on behalf of T-Mobile shortly. The water tank which currently houses the equipment has been condemned and is scheduled for demolition in as soon as possible. Please do not hesitate to contact me if you have any questions or_concerns. Sincerely, Christoph r Wiseman Electronic cc: Russ Kleekamp Mark Boudreau Town of Barnstable ui 1 B ld n �. ,��>?,,' �°� ,...:��r��• fit,.,r , fir,°, <, �� � .t .�' :.. ��, ,': , ..,�t ,,..�y ,,,.., .�, -, "�" �� ... . �^rr n g e Post phis>Card That n�s"1lisibl„From,the Street;:Approved Plans�Must be Retaind�an.Job andhi Catrci Must'be:Kept ���, , _r lA MAN& P • * Posted Untii•Final Inspection as,IBeen,IVlade �, � , � x �,' � � ���_ . eat Whe Ceficate n#�OccpancyRequtetl�s%ichBuil`din�g sFi"a11Not be O�lap�d uynt�lia Fihai�nspettion--has bey rttadi�.U �' t Permit NO. B-17-1448 Applicant Name: MICHAEL BISZKO III Approvals Date Issued: 05/12/2017 Current Use: Structure Expiration Date: 11 12 2 Foundation: Permit Type: Building-Demolition p�_ / / 017 Location: 414 MAIN STREET(COTUIT),COTUIT Map/Lot 038-004 Zoning District: RF Sheathing: Owner on Record: COTUIT FIRE DISTRICT yContractorName MICHAEL BISZKO III Framing: 1 k 'Contractor Llc-ense - CS-080277 2 Address: PO BOX 1475 r x � or COTUIT,MA 02635 Est Protect Cost: $60,000.00 Chimney: Description: DEMO WATER TANK Pe mit F,ee: $546.00. Insulation: Project Review Req: DEMO WATER TANK Fee Paid $0.00 Date 5/12/2017 Final: df ty Plumbing/Gas - Rough Plumbing: ,.,t Building Official g Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents-f which'this permit has been granted. g !�V All construction,alterations and changes of use of any building and structures�shall�be incompliance with the local zoningb�y laws and codes. . <i , Final Gas: 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 The Certificate of Occupancy will not be issued until all applicable signatures by the Dui ding andFire Officials are provided on this permit. 'Service: Minimum of Five Call Inspections Required for All Construction Work y 1.Foundation or Footing a Rough: 2.Sheathing Inspection v. 3.;J Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 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). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT FA TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �r-lril4c�� - Map Parcel Application QP Health Division .4 <�Date Issue __ftZConservation Division �G, ��h Application e r Planning Dept. , Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address I��'� nla,n 5iree, Village C04 1+ Owner Ca4"It .4, =s4rtiL Address PCB 13oi fLI 7 S7 Telephone 5 0 % _ Li;L Permit Request Der►n Tc„j k s� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain C Groundwater Overlay R PO O Project Valuation �Q(900 Construction Type Lot Size'� /0- 0 5� 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 (�y0i�B�1- 54d4A(o1f Proposed Use NJIA APPLICANT INFORMATION - -- (BUILDER OR HOMEOWNER) Name Ra- xO Caw 6c,/T_c Coet o. Telephone Number �C?$' 6-72-a S15r Address a �eVe ®/J��� License# S- �-O a7_7 'fcA�1 Ps v eA 1+ Home Improvement Contractor# P e Email Nl *e )3,0 I?--5-7kUC0.4A tOPM Worker's Compensation # D7� 3r1q�7�9 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S SIGNATUR DATE `� FOR OFFICIAL USE ONLY .u. APPLICATION # DATE ISSUED _MAP/ PARCEL NO. . ADDRESS VILLAGE OWNER, DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. -77m CommommaI&qfMassadt=et& 600 W- aslairtgiaax Street Basiva,M4 02H kt•=Fv�iL Fltcu���P�1�ia , Wurkers3 CUnj3e12saf-anImmn-Amca Af Edavffi B dex�,�C�—jam• ImTp r�fi-*r i�rrctR Ihers A.TmIic.-cEt#Tnfaafz Pie�se BfF .Name Ren rr =&mff �- �7 SZ�G• Ctr{ ��i r�cv�h y �a z n Areyo-u an euipI er?CF�eci�the appropriafe bay Type of prajeet(regMi ed)-:' L am a employ"- *3 6 4. 0 I a pa swd coafmct=and I . * I�eluredthemb-con&aefu-m d. El New • employees(fuLt as3dfor pant-lime. . 2.0 I am a sine ptprietcw arpasf= 5 cl on1$e xagebed sheet ?_ ❑R=o&Hgg slip and have no emplagem These snb-conkactnrs.faave $ Demolifiog wor ag farm emEdoyesa�baer s'me m comp.iQC3ne41�S'Comp.i r� g uJ addifioa I0 We are avosporafi=aadifs 1�0ElectFical+�;�oradditsous I lama ailwork 1:EI'mer5fi=e�m-rciseditmr 1LOP1umbkgrepaimoradcfrdcm ' [No wo&me gip_ u&of m=Pfion par MGL 1?El l�oofregairs isrc=rranrei a•,j f a.152,§ICq,aadweF�ena em ioyees [hla4eor�rrs' 1 llofiier comp.;,, =nm zeT ire&j •,§ny xpg6®tBsat cSeds'fiaz�l a�^t aLa fllu�tfit se�fsoahcTo�ushn�a�d�an+o�exs'�eacSaupaTspi�a'acm.. 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Hmmvrrf or of an �Fes•assocrafrDn or aihcrlegal e�itp, o affl�- hDnse.havagnDtmarefhanfhreeapartm.ents�d�orersidc f�m, bause owne�ofa-d�el�g ,-,,,,�rr;r�norzegairw�ansurdi �� ghonse of anoffiMwhD=Nffi3y3 p'$�aefD o C-')M tbeL-ansc�of surer=ploym be dc=edtn be an=.ploy=r or❑a flit graMMds aZ blg ° sty or Iorzl g a�cY&hall s�fi�b oId$te issaance or MM r�pt�r L52,§25g6)also safes tl>at aeva m fjie��m au��for=y rene�aI of a Tcense or pe��itfn opez �a T}rsin ess ar to cansfi act bps ce coyeiage re -" applicanf=who.has notprodnr�d acmptahle evid�rr�of��np �w aawmTffi nDr po I sabc signs shall Ad�onaUY,Md aopt m L52,§25C1)states=cr th c - e evict aoe of compl.Mwhli tLo ins -. fir the ��.�ofpubIia�ku�rZ accepfabl . inter m ftart p - e�S any _ a�hoaty_ . e s offais rliapt=havcbe=przscn din the co�raetmg A},p�eats if e�sation affidavit=npeY.by el Lwzmg he boars ffi appfY to YDu s�" otr -ancl, please fa oil tine� '�mP) �) �p)aLph[mczwmbel(s)aIongwiathca ceifffias)of necessary,.�Pfy s. nam s.�arI<iaIltEd�.iaTnTitvs•�)�tdino �Inyecs of3�than.tTic �smance. L Dmbay MML`x L eusafron ms°Smce_ If anI W orF2 dDeshave mclbhcss orp arcnot ozic besawtafleeDepal-finentof Indusfi�l �Toyees,apolicy is required- Be advisedfhatthis affidaY�maY and {gt,he The affda4itShould Aceide�s far coffin ofinst¢mm ATsa Fre she fa sign be retnnaed to fie edy or inwnthat�aFplicatiou for$ie perm or license is berg req notfhe D�p�enf of r stIIal�r�1f; AMIUyDuhave gtheIaworifyon e3i3 obtain aw°�'. T pjcase caIltl D mtncx tatflien=bcrlista besn Self-msored yes sLwvId eni�rtlaeir P � �„pofcy, r self-iusarnc,;,he nse=mdxx un tTie CUy ar Tovm Q-Mdzls - lets anti Ieg��. The Dcp�e°tbas pm4idcd ace ofth space boiinm. Please be sore f the affidavit is F has to ca�ctyom g the=Iicaaf ofii �tdavitforyoufDfDIoatia•theeventtheOffice the eceosenmober�icbwillbciaedasarcfra?n��b� Tn'addition,anappIicant Please be sure fn$7l.in. p nud only sahmit anc af�idav>t indirafag cat: . nl e I en n c ifniense aPPIimtions in any�y� t mIIst saber n,. «y and tmdca`Iob Tdc k dirtss" shorld Iacaiicns in policy mfaunati ) ed or ndhyiey ar tin maY be provided town)..A copy oftEraaffidavitfhathas bcea.officially sfa�p be Hard Di t Camh appIict as proof that a valid affidavit is on fie far flue permits or riceas� A nett/affidavituuist�clsialz year."Wheae ahnme owner or c�.Zais obEaa�g alicease orpr�¢nDtre �Yb - ' rpe�fn bum.Ieaves etc. said ersun is RIOT t3���this affidavit (ie_a dig licease o ,� p 'I�eO$�cofTa WoBIdllefni3=.kyDQmadvanccfrrYourcaope�ianand.sbovldyamhavm.mYCF "� . please do nothest to givm'm a call I}epaztme s add =r.,ir--Ie-ph e and Axnambm: - ca� I-ft of =Cf-dDoeStj -tjD�3R tpt or Facet617727 ' Massachusetts Department of Public Safety lug Board of Building Regulations and Standards License: CS-080277 �0 Construction Supervisor i'tYt l xj I MICHAEL BISZKO III 20 DEVELOPMENT STREETfr.;, FALL RIVER MA 02721 ,z i win L/� L/`--- Expiration: k . Commissioner 11/25/2017 1f ` Y *SEp.LOFThFx &����� ** **COTUIT Water Bryar#men# * r * FIRE DISTRICT 9�O 1926 19A°j 4300 FALMOUTH ROAD, P.O. BOX 451 DJU0 COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 May 9, 2017 Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 RE: Cotuit Fire District,Water Department—414 Main Street,Cotuit To Whom It May Concern: Please be aware that the Cotuit Fire District,Water Department, has contracted with Biszko Construction for the demolition of the Main Street Water Tank, located at 414 Main Street in Cotuit. Please do not hesitate to contact me at 508-428-2687 should you have any additional questions. Sincerely, _ - f Christopher Wiseman Superintendent f Client#:751203 BISZKCON3 DATE(MM/DDIYYYY) ACORDTM CERTIFICATE OF LIABILITY INSURANCE 7/08/2016 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 CONTACT NAME: USI Insurance Services LLC C/L PHONE 855 874-0123 FAX 877 484-4772 AIC No Exl: AIC,No 475 Kilvert Street,Building B E-MAIL ADDRESS: Suite 205 INSURER(S)AFFORDING COVERAGE NAIC# Warwick, RI 02886 INSURER A, ro Travelers Property Cas.Co.of 25674 P Y INSURED INSURER B:Crum 8t Forster Ins Co 42471 Biszko Contracting Corp. INSURERC:Colony Insurance Company 39993 20 Development Street INSURER D Fall River,MA 02721 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 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF' POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A . X COMMERCIAL GENERAL LIABILITY X X CO2H382006 7/01/2016 07/0112017 EACH OCCURRENCE $1,000,000 CLAIMS-MADE OCCUR - PREMISES Ea occurs occurrence) $300 000 X PD Ded:2,500 MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - GENERAL AGGREGATE $2,000,000 PRO- POLICY JECT LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: - $ A AUTOMOBILE LIABILITY 8102H31701 7/01/2016 07/01/201 Ea aBcd.D SINGLE LIMIT i 1,000,000 X ANY AUTO - - BODILY INJURY(Per person) $ - ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ B UMBRELLA LIAB OCCUR X X 5811054345 6/01/2016 06/01/201 EACH OCCURRENCE $1 O 000 000 �( EXCESS LIAB H CLAIMS-MADE AGGREGATE $1 O 000 000 DED i X RETENTION$O $ A WORKERS COMPENSATION - DTEUB3H927893 7/01/2016 07/01/201 X PER ER oTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) - E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 D Pollution 2690697 6/01/2016 06/01/2017 $1,000,000 Limit Liability $2,500 Deductible DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The General Liability and Automobile Liability policies include an automatic Additional Insured endorsement that provides Additional Insured status to the Certificate Holder,only when there is a written contract that requires such status,and only with regard to work performed on behalf of the named insured.The General Liability policy contains a special endorsement with Primary and Noncontributory wording,when required by written contract.The General Liability and Automobile Liability policies includes a Waiver of Subrogation endorsement in favor of the Certificate Holder as referenced above. CERTIFICATE HOLDER CANCELLATION. Biszko Contracting Corp. HOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g p' THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 20 Development Street ACCORDANCE WITH THE POLICY PROVISIONS. Fall River,MA 02721 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) 1 of 1 The ACORD name and logo are registered marks of ACORD #S18228437/M18228151 AKWCB Town of Barnstable MRNSTASBuilding Department 200 Main Street,Hyannis,MA 02601 508-862-4679 fax 508-862-4725 Initial Site Plan Review Issues & Concerns Applicant: TOWER NORTH DEVELOPMENT,LLC—POST CCC DRI SPR 055-17 Property Address: 414 Main Street,Cotuit Informal Review with Representatives Map/Parcel: Map 038,Parcel 004 Zoning: RF,RPOD Proposal: Construction and operation of 170 ft.monopole wireless facility tower for wireless carriers. New tower will replace installations formerly located on the Main Street,Cotuit water tank. The above proposal was reviewed informally in a site plan review staff meeting held January 16, 2018 with the applicant's representative in preparation for the formal site plan review meeting scheduled February 1, 2018. Present Jeffrey Lauzon, Chief Local Inspector JeffreyLauzon@town.bamstable.ma.us David Stanton, Chief Local Health Inspector David.Stanton@town.barnstable.ma.us Anna Brigham, Principal Planner Anna.Brighani&town.barnstable.ma.us Stephen Longton,Applicant's Representative slongton@centerlinecommunications.com Ellen Swiniarski—Coordinator Ellen.Swiniarskiatown.bamstable.ma.us Mr. Longton of Centerline Communications provided an overview of the project and the permitting process required. The following comments were offered by staff: ` BrianFlorence, Building Commissioner/SPR Chairman Tel: 508-862-4038 Jeffrey Lauzon, Chief Local Inspector Tel: 508-862- 4034 • Relief will be required from the Zoning Board of Appeals for height. • Fire Department will need to be provided with a gate key for fenced equipment compound. • Request is made for a copy of revised plans reflecting 4 shared generator, to be provided and a letter from CCC acknowledging these plan changes. E-mail received January 31, 2018 from Jon Idman, Chief Regulatory Officer, acknowledging plan changes are consistent with a condition of the DRI Decision requiring the use of a shared generator by all uses of the facility. David Stanton—Chief Local Health Inspector 508-862-4647 • Propane tanks will require registration with the Health Department. Bud Breault, Barnstable Municipal Airport Manager 508-775-3033 • Both FAA and Mass DOT Aeronutics Aeronautical Studies must be performed. Also notice must be filed with the FAA 45-60 days prior to the start of construction. Amanda Ruggiero—Assistant Town Engineer- DPW Tel: 508-790-6400 ext, 4933 • Storm water/erosion control and landscape plans have been received. Comments will be forthcoming and forwarded as soon as received. FORMAL SITE PLAN REVIEW FEBRUARY 1, 2018 1 ...... .. .. t TC)WNF BARNSTBL���� ��...'�... - ': 1. I..'' I I ;; —::........I........-- '''....., - .E ■ 11 .1.....I ''....- -r::.l;::;:.::::::!:�:�� i�::.....� --......''.. ­;....- ..........-......11--. , .":::::::::]:::..:::::,::::::::::..:..:;::;; :�� ::�:�i�i�: . —....-.-.- :::.: ::: ::::::::- :.. � 11 1. I... . �VV�V%`,�!!�i��!!�� ::: I ��: ::::::::::::::::;;: .�I I....I ..I .. : :I ::`�:, -:::::::::::;::::::::::::,,:: ' ',.: . ,.. ��,;;,.:...�� �.,..,,��,:,,..., �,,�ii: :�.�,::�. ,;.!:* �- .'.,,���: � EI'�....... I --..� -.1 I 11 I.qX . I. I ... 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TR W�tIO . PETIT WILL:BECOME NULL ANi)VOID IE CONSTRUCTICIN WQRK IS NOT STARTRD'4'V1TIiIN 5IX MONTHS QF RATE�' E I'E1MTT IS iSSIJi•;b ASNOTE ABQ VE. P>~RSCINS CQNiR At+i 1N WITH UN tEGISTER t7 CONTRACTORS DO NQT HAVE AOCES ,TO GUARANTY F;,.N(as,sct.ttii t m MGI,c t a2A) ,. ... :. r IiUTI, NO INSPECTIQN AFPR4UAL5 PLLIMBiNG INSPECTCON AI'PRQVALS ELFGT C I INSP�C CIQN;At?PRQVALS,, .: r i v 4 :: .... .. r :: ::: .. .. ,r.:' :: :: 2 :: `:. .::: ::-:: .-.. - .:. ... ... .. .. .. ._}:� ::: .s .. .. . .:: .... .. ... .... ._ a, .. .. .. .. ...... 3': 1 'Heating inspectign Approvals Engneet•tng Dept _. .. 4 ::, . . . . _. _. : :: :: F>re Dept 23oard of Heatih ... : , .. _.. .. _ .. .. 11 : . . .. -. TOWN OF BARNSTABLE APPLICATION PROFILE 4 Application ref 201305715 Fee Effective Dt 08/20/2013 Department BUILDING DEPARTMENT Location 414 MAIN STREET(COTUIT)(WATER Parcel 038004 Cross streets Add'l loc desc Municipality COTUIT subdivision LotO Existing use FIRE DISTRICT VACANT. memo Current Zoning RESIDENCE F DISTRICT Flood zone Applicant GENERAL CONTRACTOR Proj/Activity COMMERCIAL ADDITION ALTERATION Class of Work ADDITION/ALTERATION Description MOD OF EXIST WIRELESS COMM FAC - REPLACE 6 EXIST ANT WITH SM ALLER IN SAME LOC ON WATER TANK, HYBRID CABLE Proposed use FIRE DISTRICT VACANT memo Proposed zoning RESIDENCE F DISTRICT Flood zone Non-conforming N Applic received 08/20/13 Estimated cost 12,500 ESOM start/end Actual start/end 07/14/14 Impervious surf Assigned to Status COMPLETE status code desc CLOSED APPLICATION Multiple submissions N Next action Government owned N - memo ordinance ref Reason for app Parent app Point in time fee effective date Fee expiration date Role Name/Address PROPERTY OWNER COTUIT FIRE DISTRICT CID : 202141 PO BOX 1475 COTUIT, MA 02635 GENERAL CONTRACTOR SHOREY, JUSTIN CID : 406915 50 GLEDHILL AVE Phone: 508-939-0139 EVERETT, MA 02149 Tradesman Name Lic Type License number class NAICS Expires SHOREY,JUSTIN CONT SUPER 104730 11/29/13 r Repo peneraied:.01/25/7017 10:07 user: 1a...d Page 1 propran ID: plappm r TOWN OF BARNSTABLE APPLICATION PROFILE Application ref: 201305715 (continued) Prereq Action: Dept Needed By Approved By Status CONSERVATI APPROVAL 6701 08/20/13 FSTE APPR no change to structure footprints. HEALTH DEP APPROVAL 6500 08/20/13 DMIO APPR No flow-no septic needed SITE PLAN APPROVAL 6303 08/20/13 ESWI APPR 08/20/2013 WATER TOWER- SWAPPING SAME #- LOCATION SAME HEIGHT TAX DEPART APPROVAL . 6300 08/20/13 JENG APPR WORKER'S C SUBMISSION 6300 08/20/13 JENG APPR Type Permit Number Status Issued Fee Unpaid Amt COM ADD AP FEE 08/20/13 100.00 .00 C ADD/ALT 20132115 ISSUED 09/06/13 113.75 .00 TOTAL: 213.75 .00 Type Requested scheduled Insptr Permformd Results Bal Due BLDG FIN 1 07/10/14 JLAU 07/11/14 PASS .00 Department Action Source Created by Date Comments 07/14/14 See text Application status change APP lauzonj BUILDING DEPARTMENT Inspector changed APP lauzonj 07/14/14 Inspector changed from to JLAU on completed inspection BUILDING DEPARTMENT BLDG FIN 1 APP lauzonj .07/14/14 07/11/2014 PASSED INSPECTION BUILDING DEPARTMENT Permit payment collected APP permit 09/06/13 Payment collected on permit COMM ADD/ALT BUILDING PERMIT B20 BUILDING DEPARTMENT Permit issued APP lauzonj 09/06/13 Permit no 20132115 - C ADD/ALT, UNPAID BUILDING DEPARTMENT Prerequisite deleted APP lauzonj 09/06/13 FIRE DEPARTMENT APPROVAL BUILDING DEPARTMENT Permit payment collected APP permit 08/20/13 Payment collected on permit COMMERCIAL ADD/ALT APP FEE B BUILDING DEPARTMENT Prerequisite approved APP permit 08/20/13 WORKER'S COMPENSATION CERTIFZC on 08/20/13 BUILDING DEPARTMENT Prerequisite approved APP permit 08/20/13 TAX DEPARTMENT on 08/20/13 BUILDING DEPARTMENT Prerequisite approved APP permit 08/20/13 SITE PLAN REVIEW on 08/20/13 BUILDING DEPARTMENT Prerequisite approved APP karled 08/20/13 CONSERVATION DEPARTMENT on 08/20/13 BUILDING DEPARTMENT Prerequisite approved APP health 08/20/13 HEALTH DEPARTMENT on 08/20/13 1 Report generated:04/25/2017 10:07' , U.": barrow:d Page 2 program I0: piappent TOWN OF BARNSTABLE ` a APPLICATION PROFILE Application ref: 201305715 (continued) BUILDING DEPARTMENT Application entered. APP permit 08/20/13 ** END OF REPORT - Generated by Barrows Debra ** Report generated:04/25/2017 10:07 _ user: baI—ld Page 3 program Ip: piappent r 1 d Barrows, Debi From: Barrows, Debi Sent: Wednesday, March 22, 2017 9:47 AM To: 'mparsons@ebiconsulting.com' Cc: Roma, Paul; Quirk,Ann;Scali, Richard Subject: Public Records Request Good Morning, Our office is open Monday thru Friday 8-4:30 to review the file for 414 Main Street Cotuit. We do not have a file on 200 Sampsons Mill Road.The best time would be between 10-3, but you are welcome to come in anytime. Any questions please call 508-862-4038, , Thank you, Debi s Barrows, Debi From: Roma, Paul Sent: Tuesday, March 14,2017 11:12 AM To: Barrows, Debi Subject: FW: Public Records Request is this the same as yesterday's? From: Scali,Richard Sent:Tuesday, March 14, 2017 10:59 AM To: Roma, Paul; Shea, Sally Cc: Quirk, Ann Subject: FW: Public Records Request Paul: I believe you have Sally handle these requests.As you know,we must respond with the info within 10 days..Pdrhaps it is best to contact her.to see is she just wants to come_ in and look at the files as opposed to copies. Please confirm you have responded to this. Richard From: Quirk, Ann Sent: Tuesday, March 14, 2017 10:47 AM To: Scali, Richard Subject: FW: Public Records Request a i Richard This is another public records. Thank you, Ann From: Martha Parsons mailto:m ars[ p onsCa ebiconsulting.com] Sent: Tuesday, March 14, 2017 10:25 AM To: Quirk, Ann Subject: Public Records Request Hello My company, EBI Consulting, is conducting a an environmental survey at 200 Sampsons Mill Road and 414 Main Street in Barnstable, MA. As part of the research process, I would like to request access to records regarding the following, as applicable:., Current and historical building permits - Current and historical Certificates of Occupancy Date of construction - Date of last inspection Dates of public sewer and water connection - Current and historical building code violations Installation or removal of storage tanks (above and underground) 1 If these records are available, please let me know how I might access them (in person or online). Thank you, MARTHA PARSONS RE Scientist I ~ P:781.425.5115 21 B Street I Burlington, MA 01803. mparsons@ebiconsulting.com Visit our new website:www.ebiconsultinp.com Blog Twitter Linkedln Facebook I YouTube I in s l;E4AS IdryWI en r Please consider the environment before printing this email Disclaimer The information contained in this communication from the sender is confidential. It is intended solely for use by the recipient and others authorized to receive it. If you are not the recipient, you are hereby notified that any disclosure, copying, distribution or taking action in relation of the contents of this information is strictly prohibited and may be unlawful. This email has been scanned for viruses and malware,and may have been automatically archived by Mimecast Ltd, an innovator in Software as a Service (SaaS)for business. Providing a safer and more useful place for your human generated data. Specializing in; Security, archiving and compliance. To find out more Click Here. • a i Bowers, Edwin From: Bowers, Edwin Sent: Tuesday, March 07,2017 9:14 AM To: 'Cotuitwater@verizon.net' Subject: 414 Main Street water tower Hello Christopher Wiseman I am writing to confirm our Conversation this morning in regards to the temporary 85'Telecommunications tower The temporary tower location change to the west of the existing water tower is approved_by you. Thank you for your time Edwin Bowers Town of Barnstable Building Inspector 508-862-4025 r r , r Bowers, Edwin From: Peter Screnci <Peter.Screnci@induscom.com> r Sent: Tuesday, March 07, 2017 9:34 AM To: Bowers, Edwin Subject: Cotuit COW 414 Main Street permit to close a _ Below is my bosses comment on your request Please let me know if you need anything else Thank you Pete Screnci Project Manager Industrial Communications,LLC 40 Lone Street Marshfield,Ma 02050 Direct: (781)319-1017 Mobile: (617) 799-2435 Fax: (781) 837-4000 From: Bob Campbell " •~��~� _.�. . Sent:Tuesday, March 07, 2017 9:29 AM To: Peter Screnci<Peter.Screnci@induscom.com> Cc:John Douglas<John.DouRlas@induscom.com> ~ Subject: Re: Cotuit COW permit to close Can you tell him it is the 120 foot one OK only deployed at 85 It is capable of being deployed at any height up to 120 Also ask if the permit is renewable after the 6 months Sent from my Kyocera DuraForce, an AT&T 40 LTE smartphone On Mar 7, 2017 9:24 AM, Peter Screnci <Peter.Screnci%izinduscorn.corn>wrote I received a call from Ed Bowers, building inspector for the Town of Barnstable,in charge of inspections for Cotuit and Marston Mills. He said that the plans/specs of the COW we submitted are for a 120' COW.He needs plans/specs on the'.85' COW that was installed Once he receives those he will review,and proceed to close the permit He said that this permit is only good for 180 day , Please send me the plans/specs and I will submit to Ed Bowers Thanks " Pete Screnci Project Manager Industrial Communications,LLC 40 Lone Street Marshfield, Ma 02050 Direct: (781)319-1017 ` Mobile: (617) 799-2435 Fax: (781) 837-4000 ' - ♦ rf - a ' - 2 v t Town of Barnstable ` Regulatory Services i �g Richard V:Scali,Director �AszAB Building Division BARNSTABLE MABS. -TAu EN fhJ u. IIT MYANNIS b M b �NIJE ES M.bT s i63q. 'Paul K. Roma. 1639_2014 573 rFD"` p Building Commissioner 200 Main Street, ;Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 February 3, 2017 Cotuit Fire District Attn. Mr.,Christopher Wiseman, Superintendent P.O.Box 1475 Cotuit,MA 02635 , Re: Cotuit Water Tower,414 Main Street, Cotuit Dear Mr. :Wiseman, . This office is in receipt of three engineering reports about the above referenced address. The report from Utility Service Group dated December 20, 2016 states in part, "The items listed above represent the areas of immediate concern if the subject tank is.to remain standing for any extended period of time:However, as stated above,there are at least(4) sway rod turnbuckles and the overflow pipe assembly which represent immediate concerns that should be addressed as soon as possible unless the tank is to be scheduled for immediate demolition. Excessive loading as well as any furtherance in metal doss could bring these items to failure point."The report of January 16,2017 from McKenzie Engineering states in part, "...we_ are in agreement...that the above mentioned repairs are required to be completed in order for the tank structure to be allowed to remain standing...."Lastly the report dated January 24,2017 from Haley and Ward, Inc. states- ' in part,"Based on USG's observations,we don't believe it.would be prudent to hold off addressing the critical turnbuckles until the full rehab.scope [of] sic construction is ready to begin." A'fter.a visual inspection,this office has determined that pursuant to the 8t"edition of 780 CMR IBC 2009 with MA amendments, section 116.2`(the State Building Code)the tower is, .`... dangerous to life or limb::."and you;are.ordered, ":., to remove it or make it safe..." immediately upon receipt of this letter. '+ If you feel aggrieved by this decision,you may proceed according to the provisions of section 116.6 of 780 CMR. Sincerely, T Paul Roma y Building Commissioner ' Cc: Cotuit Fire Department Utility Service Group McKenzie Engineering Company, Inc. Haley and Ward,Inc. Boudreau and Boudreau,LLP TOWN OF BARNSTABLE BUILDt TG PEAMIT APPLICATION Map Parcel Application # Health Division Date Issued A Z01 Conservation Division Application C) Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address /Lf' /r��°+/ 5'Z��°" Village Ownerc''T' j% �i•�� �fS� Address�f9C A46P; Telephone .Permit Request /S � 'f"� � ; �� �� -�IuMukrc'G 4etN6 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 APPLICANT INFORMATION --- -- / _(BUILDER OR HOMEOWNER) Name �"5 %/1` Telephone Number C- Address - ' � �% 5Xe Lice nse# C ' 9 7 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ll DATE v Z/2-7117 FOR OFFICIAL USE ONLY "APPLICATION # DATE ISSUED MAP/ PARCEL NO. M ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. CD w 56aOFryF (�. coTuit Patio .Peprxrtm of ® 4 m �« FTlth;U1ST'R1C C�T w q 19z6 4300 FALMOOTH ROAD, P.O. Box :4sj �. COTUIT, MASS 02635 PHONE 508 428-2687 J FA X 508428 75117 ®_ February 27,2017 o`a � Richard Scali Regulatory Services Director 200 MainStreet- Hyannis;;MA 02601. REc 414,IVlarn street,Cotuit—Map 038/1-ot 004 Please be-advised that We grant our permission for the installation ofa temporary Tower on Wheels MO.W.)to be installed by:industrial:Commun cations Which has a business address of 40 Lone Street, Marshfield, MA 02050. Mr. Peter Screnci..w.ill be submitting a permit application on behalf of ATV shortly The water tank Which currently hoiuses the e'quipment.has been:condemned and is scheduled fo.rderpolition in early March. Please do not hesitate i6tontactlffie if you,bave any:guestons ar;concerns.< - Sincerely, r, ZZ Christopher Wiseman 5 Electronic cc Randy Howe. gbb'Cam'pbell Sally Shea Paul Roma Russ Kleekamp Mark Boudreau Town of Barnstable Regulatory Services Richard V.SeA Director. •��' •� Buil&ng Division ' Paul Boma,Bnildkg commissioner 200 Main Street,Hyamx*MA 02601 www.town.barustabiama.us Office: 508-862-4038. Fax: 508-790-WO 'Property Owner Must Complete and Sign This Section IfUjI=AAB_� c L P-00 4HOAYj ,as ammmof the S040a proPe•Y hereby autli asize CA&T 'I Q - �)5�ft1 G7 to act on my behalf, in an mattes relative to work authorized by this bUmng P=Cft RPPH•6=£on (A,ddrew of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utfflzed before fence is installed and all f nAl pections are perfomaed aad accepted. Signature of Qimr go . S* tote of Applicant �RT//� G1. �1'�r•�T1Z�11. . Print Name PuntName Date ' s David W.Anthony i Director of Property and Risk Management 6 �+ Town of Barnstable i Q7xORw.OVNMPMtMwMMeOOLS 230 Soutb Street Voice:(508)8624652 Hyannis,MA 02601 Fax:(508)862-4779 emaff:davidLanthony@,town.bamstablema.us Website:www.town barnstable.maas Industrial Communications,— Industrial Communications&Bxtaniz,Ire Industrial Tower and Wireless,LLC Industrial Communications,LLC 40 Lone Street Marshfield,Massachusetts 02050 781-319-1111�Fax 781-837-4000 www.industriafcdmmunications.com February 27, 2017 Mr. Paul Roma Building Department Town of Barnstable 200 Main Street Hyannis, MA. 02601 Re: 414 Main Street, Cotuit Dear Mr. Roma: : Peter Screnci is currently and has been an employee of Industrial Communications, LLC since January 02, 2006 and is authorized to.represent the company for the above reference project If you have any questions; please do not hesitate to contact me. Michael J. Umano President The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 y www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information- Please Print Legibly Name (Business/Organization/Individual):Industrial Communications;LLC Address:40 Lone Street City/State/Zip:Marshfield, MA 02050 Phone#:781-319-1111 Are you an employer?Check the appropriate box: Type Of project(required): LQ I am a employer with 80 employees(full and/or part-time).* 7. New construction In I am a sole proprietor or partnership and have no employees working for me in 8. O'Remodeling any capacity.[No workers'comp:insurance required.] 3.Q I am a homeowner doing all work myself.[No workers'comp.'insurance required]t 9. El Demolition 10 0 Building addition 4.n I am a homeowner and will.be hiring contractors.to conduct all work on my property. I will ensure that all contractors either have workers'.compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ROOF repairs These sub-contractors have employees and have workers'comp.insurance.:'. 6.F1 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.0✓ Other telecommunications 152,§1(4),and we have no employees.[No worker's'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 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:United States Fire Insurance Company Policy#or Self-ins.Lic.#:4087302597 Expiration Date:0.1/01/18 Job Site Address:y `� ✓ /�� /aGC - City/State/Z1p:0&1Z/,z:: 44' Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required.under,MGL..C. 152,.§25A is a criminal violation punishable by a fine up to$1,500.00 . and/or one-year imprisonment,a s.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.A copy of this.statement may,be forwarded to the Office of Investigations of the DIA.f6r insurance coverage verification. I do her certify un r ins an enalties o erjury that the information provided above is true and correct.. Si mature- /Date: , 6 Z Z 7 l Phone#: L �Y�'" S1� 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 S.Plumbing Inspector 6.Other Contact Person: Phone#: DATE(MM/DDNYYY) ,d►` o�® CERTIFICATE OF LIABILITY INSURANCE 2/27/2017 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 have ADDITIONAL INSURED provisions or 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 CONTANAME: Ken Christianson The Driscoll Agency 781-681-6656 FAX 781-681-6686 93 Longwater Circle EAIL Norwell MA 02061 -M .kchristianson@driscollagency.com INSURERS AFFORDING COVERAGE NAIC If INSURER A:Travelers Property Casualty Company 25674 INSURED 2066 INSURER B:United States Fire Insurance Co 21113 Industrial Communications&Electronics, Inc. INSURER C:The North River Insurance Company 21105 Industrial Tower&Wireless, LLC INSURER D:Crum&Forster IndemnityCom an 31348 Industrial Communications, LLC;40 Lone Street Marshfield MA 02050-2102 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER:669891840 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 POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY B X COMMERCIAL GENERAL LIABILITY 5439986514 1/1/2017 1/1/2018 EACH OCCURRENCE $1,000,000 DAMAGE To RENTED CLAIMS-MADE ❑X OCCUR PREMISES C E. occurrence) $300,000 MED EXP(Any one person) $15,000 X XCU PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ D AUTOMOBILE LIABILITY 1337400486 1/1/2017 1/1/2018 COMBRE"NGLE LIMIT Ea accident $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED N SCHEDULED BODILYINJURY(Peraccident) $ AUTOS ONLYAUTOS HIRED NON-OWNED PROPERTY DAMAGEX AUTOS ONLY AUTOS ONLY Per accident $ C X UMBRELLA LIAB N OCCUR 5811076791 1/1/2017 1/1/2018 EACH OCCURRENCE $10,000,000 EXCESS LIAB CLAIMS-MADE - AGGREGATE $20,000,000 DED I I RETENTION$ $ B WORKERS COMPENSATION 4087302597 1/1/2017 1/1/2018 X I PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? EN N 1 A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Installation Floater QT660221D1260TIL17 1/1/2017 1/1/2018 Job Site $300,000 In Transit $100,000 Temp Location $200,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION 30 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I m DATA aachusetts Department of Public Safety t of.Bulding Regulations and Standards t nse: CS-094647 Gc;s�ruction Supervisor PE P SCRENCI 1S S DERSOfV DRIVE POWUTH MA 02360 t r Exp�ra on: e! OMMissioner r••� 12/20/2017 I a~ . O I LANDS N/F I TOWN OF'B4RNSTABLE APN.• C07U-OOOOJ7-000000-000009. ZONING.• RF 70.95 ACRES `ry + TemppraryC ower: .- jrs .� ` ` \ .��•� � t.=ground lease area dO i EXIST/NG WATER TANK f EXISTING FENCED-IN \ COMPOUN EXISANG A_ 00. J •♦ Sir `e5 � •`•All • • �r+`y�`� • ♦ BUILDING ®EPT. FEB 27 2017 TOWN OF BARNSTABLE F ir T-Mobile Northeast:LLC, a wholly owned subsidiary of T-Mobile USA,Inc. Jeffrey A.Pl:uana Property Management-tNortheast Re�,.ion 4 Sylvan Wav Parsippany,iNJ 07054 January 13, 2017 VIA UPS OVERNIGHT MAIL Boudreau&Boudreau,LLP Attorneys at Law 396 North Street Hyannis,MA 02601 Attn:Mark H. Boudreau Re: Site Lease Agreement dated November 13,'2003 ("Lease") between Cotuit Fire District, Water Department, Board of Commissioners, a Fire District organized in the. Commonwealth of Massachusetts . ("Lessor") and T-Mobile Northeast LC, successor in interest to Omnipoint.Holdings Inc: T-A/Iobi.le Site ID: 4HY0559B Site Address: 414!Main Street,Cotuit, NIA ("the Property') Dear Mr. Boudreau, T-Mobile is in receipt of your letter dated December 23,2016 regarding the above-referenced Lease. We understand that your client, Lessor, intends to demolish the water tank located on the above-referenced Property due to structural issues related to the water tank. Pursuant to the Lease. T-N[obile has operated a wireless communications facility at the Property :since 2003. The lone term of the Lease reflects the vital.public purpose that the facility serves; as well as T-Mobile's substantial monetary and technological investments to install, operate; maintain and improve the equipment; which is uniquely situated to provide customers; the public, and emergency responders with vital voice, data and e91.l services. T-Mobile is legally obligated to provide reliable communications coverage pursuant to its federal licenses. The facility serves a particularly vital public purpose because it is relied upon;by the public for police; medical and other services from emergency responders. Relocating a wireless communication facility is time-consumitiQ, costly and uncertain: process that involves, iwet- cilia, technical challenges (i.e.. locating an alternative site that meets the appropriate height, location and other requirements to provide adequate replacement coverage), federal and local license applications, zoning and permitting approval, and logistical arrangements, including but not limited to engineering and ceinstructioti work. Lessor does not have the unilateral right to demand that T=Mobile relocate or remove its 'facilities off the water tank. On the contrary, pursuant to the Lease and common law, T-Mobile has the right of quiet enjoyment; without disturbance,to its,leased premises at the Property; : Additionally, conir uy to your..fetter, T-Mobile has been working closely with Lessor regarding this matter in an'effort to come to a mutually agreeable resolution: As recentiv`discussed with Lessor; T-Mobile and AT&T enganed an engineer, at its cost and expense, to perform a structural analysis of the water tank and provide a report in connection therewith. 'That report should be forthcoming�within'the next week; It is our belief that fhe pending report will. confirm the findings of Haley and Ward, lnc< in their 201.3 Report, specifically that the support legs and center support tube are i n,¢ood condition and that it.would be possible to rehabilitate the water. tank: Notwithstanding the foregoing, T'-Mobile is not opposed to Lessor's decision to demolish and remove the. r water tank. However, as repeatedly communicated to Lessor, T-Mobile's potential costs and legal rights under its long-term Lease must be considered and addressed before Lessor can move forward with its proposed plans. Please note,T-Mob.ile will not consider removing its equipment from the water tank or permanently relocating its wireless communications facility, unless and until a suitable replacement loeation.:is secured and operational. Please be advised that any unauthorized tampering or interference with T-Mobile's federally licensed equipment, facilities or property by you,, your agents, contractors or invitees, is prohibited. If our equipment or facilities are interfered with or if any action is taken a�ainst our facilities equipment or property we will hold You responsible for any and all damages and, if necessary, we will take action to protect, preserve and enforce our legal rights. Please be guided accordingly. Nothing contained herein shall be construed as an admission by T-Mobile or as a waiver of any of T- Mobile's rights under the Lease, at law, in equity, under statute or otherwise. All such rights are expressly reserved.. Please contact me directly at (973) 397-4971 or via email at Jeffrey.PlataniaC2 P" Mobile:coni to discuss this matter further. Sincerely, Jeffrey Platania Property Specialist,Technology Property Management ec Chris Wiseman,Water Superintendent Cotuit Fire District Water Department 4300 Falmouth Road, P.O.Box 451 Cotuit, MA 02635 Cotuit Fire District,Cotuit Wafer Department George Calise, Chairman P.O. Box 451 Cotuit,MA 02635 I EV E RS=U RCE We Station Drive, Westwood, MA 02090090 ENERGY William Hayes Senior Arborist Electric Transmission Vegetation Management Date: 1/30/2017 Site,Address: 414 Main Street, Barnstable, MA 02635 Mailing Address: PO BOX 1475, Cotuit, MA 02635 Dear: Cotuit Fire District Representative �I In accordance with the Commonwealth of Massachusetts regulations (220 CMR 22.00), Eversource is hereby providing notice of planned and scheduled.vegetation maintenance work on the transmission right=of-way(ROW) that is located within your town or city limits this year. The vegetation work will involve the removal of tree(s) marked with an 'Y' within or alongside the ROW. The removal work will be performed by qualified line clearance contractors and may include off-road bucket crews or manual climbing crews. The work to be performed is the removal of 1 small sized Oak, 2 small, 17 medium, and 1 large sized Pitch Pines located on your property. In order to ensure the safe and reliable operation of the transmission system, we are required to manage vegetation so that it does not encroach upon the energized conductors. The work noted in your area will ensure that we obtain the clearances required to prevent vegetation encroachment. This work is being scheduled for the Winter/Spring 2017. The wood can be left per property owner's request. As required by the regulations,you are being informed of this proposed work through this letter.We are also required to submit this notice to you through a door hanger or e-mail. If you have any questions on the proposed work, please make contact at 781-441-3798. Sinceerr/elgy� �f William N. Hayes,Jr. USPS 7RACKINQ# First-Class Mail Postage&:Fees Paid USPS Permit No.G-10 I 9590 9402 1933 6123 �1646 47 I United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service TOWN OF BARNSTABLE BUILDING DIVISION 200 MAIN ST. HYANNIS, NIA 02601 I I /124zvt . C I I Jill;jlji,jti,1J1Jili,itit!„i,j,it,I:iil�lljJiittttt_jtJljjitij,i I �y ) COMPLETESENDER: COMPLETE THIS SECTION • ON ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse .j a wi ✓ Agent so that we can return the card to you. X/ --- ❑Addressee • Attach this card to the back of the mailpiece, B_Rai edy(�P n end aA- C. Date of Delivery or on tP'e front if space permits. 1. Article Addressed to: D'Is delivery address differe t from em 1? ❑Yes If YES,enter delivery addr s bel w: ❑No l fv; 11"1 '006 3 S� � 3. ServiceoType, p Priority Mail Express® II I III'I III II I II it I I I I IIIII II II II IIII I I III ❑Adult Signature.,_ ❑Registered MailTM ❑Adult Signature ResMcted Delivery ❑Registered Mail Restricted 9590 9402 1933 6123 1646 47 t�eertified Mail® Delivery ❑Certified Mail Restricted Delivery Return Receipt for ❑Collect on Delivery Merchandise Collect on Delivery Restricted Delivery ❑Signature ConfirmationrM i } i 7 Insured Mail ❑Signature Confirmation ,7 015 17.3 0 0 1., 4 9 9"-3 41?14 'C Insured Mail Restricted Delivery Restricted Delivery (over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 bornestic Return Receipt Postal CERTIFIED oRECEIPT Is Domestic Mail Only For delivery information,visit our website at www.usps.comO. r� m 0 F . C EF Clified Mail Fee Er $ n63 EI�ra Services&Fees(check box,add fee as appropriate) �L. []Return Receipt(hardcopy) 0 0 Return Receipt(electronic) $ PO 0 ❑Certified Mail Restricted Delivery $ ❑Adult Signature Required $ i ❑Adult Signature Restricted Delivery$ t� Postage ` m $ , \ � Total Postage and Fees � a Sent To&%U1 r 1�C \ c v M1 Street andApt�lt'oe, B xNo.�V7� Ciry Stitate,Zl,}P�+�4® ••. G�r��T � �zt� 5-- JFertifled Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail Isbell. for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. 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Adult signature service,which requires a 'j. ■You may purchase Certified Mail service with signee to be at least 21 years of age(n�-, -1 First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. j 4T� Adult signature restricted delivery servicef which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age International mail;; "'\! and provides delivery to the addressee specified ■Insurance coverage Is notavailable for purchase by name,or to the addressee's authorized agent. with Certified.Mail service.However,the purchase (not available at retalo. of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is Insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ' ■For an additional fee,and with a proper this Certified Mail receipt,please present your -11 endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarkirig.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.Fora hardcopy return receipt, - complete PS Form 3811,Domestic Return Receipt-,attach PS Form 3811 to your mailpiece; IMPORTANT.Save this recelpt for your records. PS Form 3800,April 2o15(Reverse)PSN 7530-02.000-9047 r 6,,4 L EEL? _C C 7- C 14 Gd � 1 `� { ' k t Town of Barnstable Regulatory Services � . Richard V. Scali,Director MsrAB Building Division BARN T I,E 9 MASS. - - a �TN119H�j R. MIT �A 1639. `� Paul K. Roma 163E-2m4 '�DlAp Building Commissioner 200 Main Street, Hyannis, MA 02601, www.town.barnstable.ma.us. Office: 508-862-4038 Fax: 508-790-6230 February 3, 2017 Cotuit Fire District Attn. Mr. Christopher Wiseman, Superintendent _ P.O. Box 1475 Cotuit,MA 02635 Re: Cotuit Water Tower,414 Main Street,Cotuit Dear Mr. Wiseman, This office is in receipt of three engineering`reports about the above referenced address. The report from Utility Service Group dated December 20, 2016 states in part,"The items listed above ' represent the areas of immediate concern'if the subject tank is to remain standing for any extended period of time.However, as stated above,there are at least(4)sway rod turnbuckles and the overflow pipe assembly which represent immediate concerns that should be addressed as soon as possible unless the tank is to be scheduled for immediate demolition.Excessive loading as well as any furtherance in metal loss could bring these items to failure point."The report of January 16, 2017 from McKenzie Engineering states in part, "...we 0 are in,agreement...that the above mentioned repairs are required to be completed in order for the tank structure to be allowed to remain standing...."Lastly the report dated January 24, 2017 from Haley and Ward,Inc. states in part,"Based on USG's observations,we don't believe it would be prudent to hold off addressing the critical turnbuckles until the full,rehab scope [of}.sicconstruction is ready to begin." After a visual inspection,this office has determined that pursuant to the 8`h edition of 780 CMR IB.0 2009 with MA amendments, section 116.2(the Siate Building Code)the tower is,"... dangerous to life or limb..."and t� you are ordered, `.`... to remove it or make it safe:.."immediately upon receipt of this letter. If you feel aggrieved by this, ecision,youu may proceed according to the provisions of section.116.6 of 780 ` CMR. Sincerely, Paul Roma Building Commissioner Cc: Cotuit Fire Department Utility Service Group McKenzie Engineering Company, Inc. - Haley and Ward;Inc: Y Boudreau and Boudreau,LLP y McKENZIE ENGINEERING COMPANY, INC. - January 16, 2017 r. Haley and Ward, inc. 63 Great Road - Suite 200 Maynard, MA 01754 Attn: Robert Pickering Re: Tank Repair Work Town'of Cotuit Water Tank 41A Main Street Cotuit, MA 02635 Dear Robert, 1 have reviewed•the inspection rep6rt generated by Utility Service Group, with the date of inspection being December 20, 2016 for the Town of Cotuit water tank located at 4.14 Main,., Sheet; Cohiit, MA, Yvon Boucher, an engineer from my office also visited the site ori'December 20, 2016 to perform a VisiaaLinspection of the lowe,r.level structural c0111,1CO-ions for,the tank:. ',Be,-Ised.on our review of the inspection-repo[(, and visual observations while o» site we are in- sagrccrileiit that the following repair �iotk is required in order to mamtai�i nk shucture.for continued service, The work includes:.. /. • Turnbuckles—Removal and replacement ol�twepty-one (21) 1>>eces. _ '• Clevis fins —'Remy val acid replacement of Clevis pin n6t,of weld plate to the pin in forty- Mile (49) locations. 1• Clevis Pins`Removal and replacement of complete Clevis pin assembly,in to estimaied five(5) locations. ,� a • Tower Rod (Sway Rod) Clevis and Connecting Plate.,—sect ional.rept;acement, of fill welding at.fifte.en (15)�locations, •' Rivet Heads-Grind off heads and seal weld rivets in place in:fifty-fotn'.(54) locations. • Overflow Pipet-Rciilrive entirely, Match opening in tank. • Access Ladder- Seal weld thirty (30) retention bolts in place.. • Access Ladder—.Repair/replacc.twelve (1.2.) vertical-slats. - • Roof ladder—Weld ladder into,stationary,position. • hi.nial Vent— Weld-perimeter of'finial to roof. • Roof/shell —Spot weld along roof to shell connection in twenty (20) +/-=locations.. The above repairs will need to be comp'leted prior to,the tank-,being drained and, sitbseduently removed from service. 305 WHITNEY STREET LEOMINSTER,,MA 01453 www.MCKENZIEINC.coM (978) 537-82:10 S � I /\AcKENZIE ENGINEERING COMPANY, INC. Ahe above mentioned repairs are required to be completed in order for the tank structure'to be ,f' allowed to remain standin and hence utilized by the various conununication companies foi- i. support of their alitennae equipment components, Partial excavation of one of the footing element was recently completed to ascertain the, dimensions of the existing footing elements. Based on the information provided to us with respect to the footing dimensions, the weight.of the footings are adequate to resist the uplift forces resulting from the lateral forces-exerted on the tank structure. Please call if you have any questions. Very Truly Yours, F A U R M. 6 NOLDS N Ok L� Peter M. Reynolds, P.L. ME-3577MCotuit water"rank Repairs Letter-01-10.2017 Page 2 cif 2 aley and Ward, Inc. Civil and Environmental Engineers `Client Service and Engineering Excelten•ce—Since 1897 January 24., 2017 Mr. Cory J. Sullivan Advanced Engineering Group, P.C. 500 North Broadway East Providence,-RI 02914 Re: Cotuit, MA- Main Street Elevated Water Storage'Tank'Structural Analysis COT 011/001, Dear Mr. Sullivan: - In accordance with our Agreements with AT&T and T Mobile please accept.this Letter Report. summarizing the investigations into the structural condition of the Cotuit Water Department's .(CWD) Main St. water storage tank. The primary purpose of these investigations was to identify the scope and cost`of the structural repairs necessary'to ensure that the tank remains in a safe structural condition for the 2-year period that the cellular companies indicate would be needed for permitting and construction of a permanent cell tower,structure on the property. Included within that task was the identification of the'existing'tank foundation size to determine if;the tank could be safely emptied, and remain empty over the 27year period.`- We•have also attempted to.identify and quantify any additional costs associated with the extended use of the tank structure that the C WD may reasonably.expect the cellular companies to pay for, specifically the additional costs for delaying the demolition of the tank, and,the cost of the annual insurance premium:to . continue to insure the structure over the 2-year period. On December 20, 2016, Utility Service Group (USG)conducted an inspection of the tank's supporting structure to identify and assess any changes in the structural condition that have occurred since the last full assessment they conducted on the tank in 2013. On that same day, our structural consultant,'McKenzie Engineering Co.,-Inc., also conducted a visualyinspection of the lower level of the tank: - On January 4 2017,the foundation under one of the tank's legs was partially.excavated under our direction. The measurements taken on the size of the foundation were reported to ' McKenzie Engineering for their use in calculating the ability of the tank when empty to withstand the expected wind loads: 63 Great toad, Suite 200, Maynard; MA 01754 Phone: (978) 648-6025 • Fax: (973) 648-6065 ' Entail: nwiod haleyward.c.cnf WpbF www,hal--y,K:aed.cOM January 24,2017 Page 2 of 6 USG's inspection report is attached for your review, as is-McKenzie.Engineering Co., Ines letter dated January 16, 2017. Tank Inspection Summary USG's inspection revealed that the number of structural components on the tank support structure showing"aggressive corrosive activity and metal loss"had not noticeably increased since the 2013 inspection. However, the degree of metal loss had'significantly progressed at key locations of the structure. Of.concern-are-four.turnbuckles that USG considered to be t"critical and'at an immediate actionable level' .'Three of these.turnbuckles are showing 90-9.5%. . sectional loss, while the fourth has at least 80% sectional loss., The condition of these turnbuckles can be seen in the photograph section within USG's report (pages 10 through 13). If the tank is to remain in place, we have already recommended to the CWD that the , replacement of these turnbuckles be completed as soon as possible.`Based on OSG's '? observations, we don't believe it would be prudent to hold off addressing the critical turnbuckles until the full reliab scope construction is ready tobegm. Based upon the key,observations and recommendations made by USG during,the 2013 and 2016 inspections the following would need to be addressed if the tank is to remain in place for the next two years. e 1: Four turnbuckles are in critical condition and should be replaced immediately if the tank is not to be demolished soon. 2. An additional 17 turnbuckles have at least 25-35% sectional area loss and should be replaced. 3: An estimated 34 sway rod retention pins will need a retention nut or plate welded to the pin. Of these 34 at least 1 pin may require complete replacement. And depending on the degree of effort to complete.Item 4 an additional 15 sway rod retention pins may need the same repair work. 4. At least 15 clevis/connecting plates may require sectional replacement or fill welding. 5.- At least 54 rivets will require.seal welding. 6. The support structure access ladder will require seal welding of at least 14 bolts and repairs to vertical slats. 7. The overflow pipe should be removed. 8. The roof ladder should be welded into a stationary position: 9. The tank finial should be welded in place. 10. The roof to shell connection'should be spot welded around the perimeter. Items 6 through.9 are more:safety-related items than they are structural,but not addressing these items would put the CWD at an increased level of risk. The cost to address these issues is minimal; representing f5%of the overall estimated construction cost. USG noted that the tank coatings have not degraded much since their last inspection, and are not impacting the degree of metal loss taking place,,,Coating repairs during the rehabilitation work would be limited to only those areas impacted by the repairs. /ale and Ward, Inc, January 24, 2017 Page 3 of 6 McKenzie Engineering agreed with the above scope of work in their January 16, 2017 letter to Haley and Ward. Based on their inspection of the tank, and the significant advancement in metal loss reported by USG since the 2013 inspection, they are also recommending that the tank not be taken out of service and emptied,before all the recommended rehabilitation.work is completed. They also confirmed in that same letter that based on the foundation dimensions provided to them (as measured in the'field by Haley and Ward, Inc)the weight of the footings are adequate to resist any uplift due to lateral forces on the tank fl Tank Rehabilitation Costs Costs for the engineering and construction necessary to complete the above scope of work have been estimated below. Both the engineering and construction costs presented cover both phases of the recommended work, i.e. the completion of repairs on the 4 critical tdmbuckles as soon as possible, followed by the full rehab scope including the preparation of design documents,public bidding, and construction. Additionally, the full extent of metal;loss.isn't always clear during an initial tank inspection, and conditions can change in the time between the inspection and the start of construction, thus the quantity of some of the scope items may increase. We have made some assumptions on what ' scope items are likely to see some increase in quantity and have factored those into our cost estimate. Engineering Estimate Engineering Plans/Spec Preparation $ 22,000 y Structural Design $ 13,200 ' Public Bid $ 6,500 Construction Administration $ 175400 Construction Inspection/RPR $ 26,400 Structural Consulting during Construction e $ 4;400 Subtotal $ 89,900 10% Contingency $ 8,990 Total Engineering:Estimate ,t $ 99;000 January 24, 2017 ' Page 4 of 6 ti Construction Estimate b Rehab Item Itemized Cost 1. R&R 4 critical turnbuckles (separate contract) $ 32,000 2. R&R 17 additional turnbuckles $. 85,000 3a. R&R clevis pin retainers or weld plate.onto pin $ 54,000 3b. R&R complete clevis pin assembly $ 25,000 4. Sway rod clevis/cone. plate replacement/welding $ 60,000 5. Rivet heads - grind and seal weld $ 14,000 6a.Access ladder- seal weld bolts $ 5,000 6b. Repair access ladder vertical slats $ 5,000 7. Overflow pipe removal/patch tank opening $ 2,500 8. Weld roof ladder into stationary position, $ 500 9. Weld perimeter of finial to roof $ 11000 10. Welding at roof/shell,connection $ 8,500 11. Mobilization and initial investigations 25,000 Subtotal $317,500 10% Contingency $ 31,750 Total UConstruction Estimate $350,000 Tank Demolition According to GHD,the CWD's engineering consultant for their new water storage tank,the-. current construction contract for the new tank included the demolition of the Main St. tank at the end of 2016 when the new tank was put into service. Delaying that demolition will result in additional costs to the CWD that they would be seeking reimbursement for from the cell providers. How much additional cost will,be a function of when the tank can be demolished. GHD has indicated that the contractor is willing to leave their contract open for the 2017 calendar year, but has requested that they be allowed to re-evaluate their bid price to adjust for factors such as inflation,,salvage value of scrap and other relevant factors.. GHD estimates the increase in demolition cost'under this scenario to be approximately$10,000. If the demolition of the tank occurs beyond 2017 the project would need to be rebid. Thus, there would be additional engineering costs to prepare contract documents and provide assistance during the public bidding process.and contract award. GHD estimates the additional engineering costs at$20,000. The bidding climate, as well as the salvage market conditions at that time, could result in significant changes in the construction cosi for demolition. GHD's estimated demolition cost increase is $85,000. Combined with the.additional engineering costs results in an overall potential cost increase of$105,000 if the tank demolition work must be rebid. . �a Haley ncl Ward, Inc. January 24, 2017 Page 5 of 6 Insurance If the water tank remains in place for the cellular provider's benefit the Water Department will require reimbursement for the annual premiums to insure the tank structure. The current annual premium is $5,537,thus the cost for the 2-year period will be approximately$11,100. Proiect Cost Summary The cost estimate summary below assumes that the existing,water tank would need to remain in place for a full 2-year period to allow for the permitting and•construction of a new cellular tower on the property. Tank Rehabilitation (Emergency Repairs and Full Rehab Scope) Engineering for Design/Bid/Consi.Admin $, 99,000" Construction $350,000 Tank Demolition additional costs (assumes rebid necessary) r, Engineering $ 20,�000 , Construction $ 85,000 Insurance Premium for 2-yr. Period $ 11,100 Total .Estimated Project Cost $565,100 The cost estimates provided above are made based on our experience and qualifications and represent our bestjudgment as an experienced and qualified professional`engineer, familiar with the potable water tank construction industry. Since we have no control over costs of labor, materials, equipment, or services furnished by others, or over competitive bidding or market conditions, we cannot guarantee that proposals',-bids, or actual project costs or construction costs will not vary from the estimates provided. If you have any questions on the information contained in this letter,please feel'free to contact me at this office. - Very truly yours, HALEYAND W , INC: Robert W. Pick ng, P.E.. Project Manager ;Maley and Ward Inc. January 24, 2017 Page 6 of 6 cc: Jessica Rincon,AT&T Mobility New England Michele Dion,T Mobile Chris Wiseman, Cotuit Water Department Russ Kleekamp, GHD Peter Reynolds, McKenzie Engineering Co., Inc. Attachments: Utility Service Group December 20, 2016 Inspection Report January 16, 2017 Letter from McKenzie Engineering Co:; Inc. 14a;ey and Ward, Inc.- Utility Service Group f , '� ,Merithew Service Center %< + s u ear. 128 Elm St Bridgewater, MA 02324 508-279-9965 508-279-9948 Fax Main Street Tank 200,,000 Gallon Legged Elevated Inspection,Report Cotuit Water Department, Cotuit, MA Xi • z � �u Xr ��$ ��r r� i`��> Via, � 'qM" v p.� �} '�e�`•�.:r�'r+ai :�"- t Prepared For: Robert Pickering Haley& Ward, Inc: 63 Great Hill Road Suite 200 Maynard, MA 01754 Inspection Performed December. 20, 2016 INTRODUCTION On December 20, 2016 Utility Service.Co., Inc. (USCI) conducted a visual inspection of the Main St 200,000 gallon elevated tank. The primary purpose of the inspection was to determine the structural condition of the supporting structure, and report significant progression in metal loss since our last assessment of 2013 The information contained herein is as accurate as could be obtained by USCI personnel at the time of the inspection.No other assurance or warranty is expressed or implied. We assume no responsibility for any errors or omissions in this report, but will attempt to resolve concerns with the content of this report upon request." Any estimates or opinions with respect to tank rehabilitation provided by USCI in this report are based on our experience and qualifications as consultants and represent our best judgment as experienced and qualified consultants familiar with the potable water tank construction industry._ Since USCI has no control over costs of labor, materials, equipment, or services furnished by others or over competitive bidding or market conditions, it cannot guarantee that proposals, bids, or actual project costs or construction costs will not vary from any estimates or opinions of costs prepared by USCI. Since the condition of the storage facility will change over time, the'accuracy of the condition of the storage facility described herein will decrease with time. This report can no longer be considered accurate when the date for.re-evaluation specified in the recommendations has been reached or-after one year if immediate tank' remediation is recommended. Once the specified timeframe has elapsed, the storage facility should be re- inspected to determine the current conditions at that time: + M , TANK NAME::; Main Street,: TANK DESIGN: Legged Elevated CONSTRUCTION TYPE: Riveted Steel LOCATION: ': t Main Street CITY.-'re w Cotuit STATE: MA 77 CAPACITY: 200,000 gallons HEIGHT: 188`HWi / 161' LWL DIAMETER: 38` BUILDER: I NA .YEAR: 1 1936 1 CONTRACT# I NA EXT.COATING: Epoxy(overcoat) LEAD: 49,000 mg/Kg CHROMIUM: N/A INT.COATING: Epoxy PLEAD,'.. N/A -CHROMIUM: N/A INSPECTOR(S): MA Service Center DATE: December 20,2016 , Mir,I Even though the condition of the coatings.were not the focal point of this inspection, it was noted that the coatings along both the exterior and visible interior surfaces of the subject tank have not significantly degraded since our last inspection nor has this degradation significantly impacted the overall extent of corrosion or metal loss currently taking place. The various components of the tank 'exterior; specifically the support structure, experiencing aggressive corrosive activity and metal loss have not noticeably increased in number since our joint assessment of 2013, however, the severity of the resulting,metal loss has significantly progressed along key elements of the structure with several items almost at failure point. 2 Cotuit Water Department, Cotuit MA Main St 200KG Elevated During this inspection the majority of the tank's exterior surfaces were accessed by free climbing and the use of a spider basket assembly in order to gain access to the,areas.of concern identified in 2013 Once accessed, select areas were descaled utilizing a chipping hammer in order to help identify the extent of metal loss; however, not all scale was removed therefore the actual extent of metal loss and fatigue may be slightly greater than identified. Areas of concern were then photographed as necessary. The locations of.severe metal loss as well as areas recommended for repair - and/or replacement were then identified on the attached drawings. The following is a summary of findings, although these findings do not represent all areas of aggressive corrosion and/or metal loss. • (3)Turnbuckles are currently exhibiting.90-95%sectional'loss of at least one component of the turnbuckle body and (1) is exhibiting at least 80% sectional loss of the body as shown in the attached photographs.These turnbuckles should be considered critical and at an immediate actionable level. An additional(17)turnbuckles are exhibiting at least a 25-35%reduction in dimension size of the body and should also be replaced if this tank is to remain in service. • As previously reported an estimated (34) sway rod retention pins will require some degree.of attention. The majority of the referenced pins are structurally sound with only the leading edges of the pins as well as the, retention washers are exhibiting extensive corrosion and/or.metal loss.The vast majority of these pins require only a retention nut or plate to be welded to the pin. Some may require complete pin replacement, however a final determination cannot be made until the sway rod clevis has been removed to facilitate replacement of turnbuckles or repairs to sway rod connection plates, although at this time it is estimated that only (1) pin requires replacement. Repairs to retention pins and washers may also be required along an additional (15) sway rod ends depending upon the degree of effort required to address other repairs to the adjoining sway rods and/or the connection plates. At least (15) areas of extensive corrosion were noted between the sway rod clevis and the connecting plate, ' therefore connecting plates may require sectional replacement or fill welding to reinforce. Current reduction in thickness ranges from 25-45% along localized areas of the connection_plates, however limited access and the inability to remove all scale and corrosion made accurate assessment of these areas difficult. • During our last inspection a total of(31)rivet heads were marked around the ground level,and(18)rivets along . the top level struts.An additional(5)rivets on the fourth bay up between legs#2+3 for a total of 54 rivets,the majority of which secured sway rod connection plates to leg columns. There was no evidence to suggest a significant furtherance in overall corrosive activity or metal loss along these surfaces since that inspection, therefore these areas do not appear to represent and immediate action level. However, if the subject tank is to remain in service for several more years it is suggested that these areas be seal welded in place to ensure continued structural integrity. If repairs are to be performed,once the subject tank is rigged for access a more thorough assessment of all sway rod connection plates and securing.rivets.should.be performed. • The supporting structure access ladder has.at least (14) retention bolts along the support brackets that need to be welded into place due to extensive metal loss of the retention nuts. There are also localized areas of severe metal loss along several vertical slats as previously reported in earlier reports. Repairs to the cage are not required at this time. • The bottom of the shell section of the access ladder is`only secured to the top of the balcony handrail with rope and tape. The top of the ladder remains secured to the roofladder assembly, however it should be modified by welding it to the shell if the tank-is to remain in service.This work should be performed in conjunction with the recommended repairs to the final vent and roof ladder. . • The ladder anti-climb gate is frozen in place and is not currently operable,therefore there is nothing to prevent unauthorized access onto the tank if the fenced perimeter is compromised. • There are two places along the ladder where the rungs are unevenly spaced therefore posing a safety hazard. This has.also been reported during previous inspection and anyone accessing the tank should be apprised of these.areas. • The overflow pipe should be considered an emergency repair as the clamps have completely corroded away in some instances, all the flange bolts need replacement, and there is at least one,approximately 1" diameter 3 Cotuit Water Department, Cotuit MA Main St 200KG Elevated perforation.in the pipe at balcony level.,As a,minimum consideration the sections of overflow pipe should be secured in place by welding steel bands around the.pipe to the leg columns. If the tank is to remain in active service and there is a potential.for overflowing the tank, then complete replacement of the overflow pipe assembly may be required. STRUCTURAL RECOMMENDATIONS The items listed above represent the areas of.-immediate concern if the subject tank is"to,remain standing for any extended period of time. However as stated above, there are at least'(4) sway rod turnbuckles and the overflow pipe assembly which represent immediate concerns that should be addressed as soon as possible unless the tank is to be <u. scheduled for immediate demolition.,,Excessive loading as well as any furtherance in metal loss could bring these items to failure point: 4 Cotuit Water Department Cotuit, MA Main St 200KG Elevated MA-Cotuit Main Street Elevated Support Structure Repair Orientation \ , r t t / o iE n 4 r 0 C � A r 9,? � s - it� § _ ♦� f: MA-Cotuit Main Street Elevated Support Structure Repair Orientation .� , Imo`` . \ r r i fig} �, `�~� - �t ,r;�-°�;,�• 19 0 0 r 1 3 I MA-Cotuit Main Street Elevated Support Structure Repair Orientation E S ,: �y o1c 5 Pp c aZ 0 y r a J • f d , Main Street 200KG Elevated Located in Cotuit; MA Inspection conducted 1220.164 . 5 . 46� F r �� iA ni jp s r a`•• r+, .a `= , iT3�'ra, i ,y�9X, x°' �'rI�I� - * 3M4I�e �� ' Roof exterior: showing finial vent to be intact Roof exterior-,showing finial vent still secured,.- and in sound sanitary condition y' to the roof however there-was evidence`of corrosioh.and metal loss, L 4 ' r p N � � k Roof exterior: showing revolving ladder to be Roof exterior: showing outer perimeter' ` intact however should be welded into a retention bolts to still be in fair to good stationary position for added,safety condition U�' IyI'F t � I I Roof exterior: showing'outer perimeter Roof exterior: showing roof hatch to be . retention bolts to still be in fair to good functional however exhibiting significant metal condition -loss along edges of the cover, 1,of 13 s r i Main Street 200KG Elevated located in Cotuit, MA Inspection conducted 12.20.16 :gym a -'`�t"- v�r,„"✓'"." i s F AI, Roof interior: showing underside of roof to be Roof interior: showing structural damage to in sound structural and sanitary condition one cross brace located between rafters. Tank interior: showing spider center hub and Tank.interior: showing rafter and spider rod rod assembly to be visually intact and connections to shell to be in generally good ` structurally sound' condition 77 Shell interior: showing visible surfaces to be.in Shell interior showing visible surfaces to be in sound structural condition-: . sound structural condition 2 of 13. Main Street 200KG Elevated located in Cotuit, MA Inspection conducted 12.20.16 04,1 A 1 Shell interior: showing visible surfaces to be in Shell interior: showing visible.surfaces to be in sound structural condition sound structural condition Y �`" _t'ice - •�§r�@�"� r.rn. �qrr�,,�� g��yy; t� � i �yy'�vj� f k'W fy''�'�',M1 - +w��""+tj °�S�at°' r'-du; C'� ,l«r� �ltl - •'R�, .,� S ` tY�',7 'n-4t'f �.1 .. Roof exterior: showing roof hatch closed and' Balcony:-showing complete penetrations secured with hasp of lock however lock was through.walkway splice plate. not functional as " h t � �({..," �� '""� ``�,�7'A" I,w�. ✓fib �%; .l r ''�'s, + m` Il Fs raj. � s r p x ` AN m �4 " �r60 y Balcony: showing complete.penetrations Riser exterior: showing radial rod connections through-walkway splice plate resulting,frorn to be structurally sound metal loss along reverse side 3-of 13 Main Street 200KG Elevated located in Cotuit, MA Inspection conducted 12.20.16. : `. .7b 4 T Showing severe metal loss and structural Showing severe metal loss and structural fatigue along numerous overflow pipe support: fatigue along.numerous overflow pipe support brackets brackets tx 1, PtlS+ Showing severe metal loss and structural Showing severe metal loss and structural fatigue along numerous overflow pipe support- fatigue along numerous overflow pipe support brackets£ brackets ' H•. ,, } ���' �`cam Va AN u ffAAM� ��a .d H �p M i� �•F 'i^,t. �JY � '3 Y.'F � ' Showing severe metal loss along numerous Showing severe metal loss along numerous retention bolts which secure access ladder retention bolts which secure access ladder support'brackets.: support brackets 4of13 Main Street 200KG Elevated,located in Cotuit, MA Inspection conducted 12.20.16 ,* 1 1 � �9 Ifl _ y.hH y}p�Wpy�Mf �• '' " x Showing severe metal loss along support Showing top level of sway rod connections to bracket retention nuts as well as localized be in generally good condition with only areas of the ladder cage localized areas of heavy corrosion evident 5 Showing top level of sway rod connections to Showing top level of sway rod connections be in generally good condition with only exhibiting localized areas of heavy corrosion localized areas of heavy corrosion evident along retention rivets Showing top level. of sway rod connections to Showing top level of sway rod connections to be in generally good condition with only be in generally good condition with only localized areas of heavy corrosion evident localized areas of heavy corrosion evident 5of13 Main Street 200KG Elevated located in Cotuit, MA Inspection conducted 12.20.16 y➢9�j -N Showing top level of sway rod yokes and Showing top level of sway rod yokes and retention pins to be in generally good condition ` retention pins ao�be in generally good condition Al r a Y Y _ .. . 'y rs 0 Showing top level of sway rod yokes and Showing top level of sway rod connections retention pins to be in generally,good condition exhibiting localized areas of heavy corrosion along retention rivets .r firy .�0 - AF �u� Showing-top level of sway rod connections Showing top level of sway rod connections exhibiting localized areas of heavy corrosion exhibiting localized areas of heavy corrosion along retention rivets along retention rivets 6:of 13 Main Street 200KG Elevated located in Cotuit, MA Inspection conducted 12.20.16 r d f fg Showing top level of sway rod connections to Showing toplevel of sway rod connections to be in generally good condition be in generally good condition Showing top level of sway rods to be Showing localized area of metal loss along structurally sound and adequately tensioned lattice work within.top horizontal strut 14 - v Showing sway rod connections to the top Showing sway rod connections to the top horizontal strut to be in generally good horizontal strut to be in generally good condition condition 7of13 Main Street 200KG Elevated located in Cotuit, MA Inspection conducted 12.20.16 + i Showing sway rod connections to the top . Showing sway rod connections and horizontal strut to be in generally good turnbuckles to the top horizontal strut to'be in condition generally good condition w *'�`.�,•^i� d�'+Yf`�° ' �k b4 9 pi'Y �is *,� / S Showing sway rods to be in generally good Showing sway rod connections to the top connection and adequately tensioned horizontal strut to be in'generally good condition Showing sway,rod connections to the top Showing sway rod connections to the top horizontal strut to be in generally good horizontal strut to be in generally good condition condition 8of13 r Main Street 200KG Elevated located in Cotuit, MA Inspection conducted 12.20.1E � Y 2 } + w A.. Showing areas of heavy corrosion and metal Showing areas of heavy corrosion and metal loss along the retention pins and washers loss along the retention pins and washers located along the 2nd level strut located along the 2nd level strut b+ Showing sway rod yokes and connection Showing areas of heavy�corrosion and metal plates along the 2nd level strut to be in loss along the retention pins and washers generally good condition' located along the 2nd level strut ,Ipl. ¢�''i, de RCS�ct, ro '44 x� • +r tq,�'E Map . A.. Showing areas of heavy corrosion and metal Showing areas of heavy corrosion and metal loss along the retention pins and washers loss along the retention pins-and washers located along the 2nd level strut located along the 2nd level strut 9of13 I - i Main Street 200KGfElevated located in'Cotuit,.MA Inspection conducted 12.20.16 Nam-," a F✓ �' n x� ` 34••S�y� �beef y Showing areas of heavy corrosion and metal Showing close up of an area ofheavy loss of a retention pin and washer located corrosion and metal loss of a retention pin and along the 2nd level'strut washer located along 2nd level strut 9�� •'f '�m�� a� t ,. - AY�a �rA+I 01Wi Showing close up of heavy corrosion and Showing another a area of heavy corrosion , metal loss along a retention pin and washer` and metal loss,of a retention pin and washer located along the 2nd level strut located along the 2nd level strut r + o i Showing sway rod yokes,retention pins'and Showingevidence of severe metal loss along a connection plate along the 2nd level strut to be 2nd level sway rod turnbuckle in good condition 1obf13' Main Street 200KG :Elevated located in Cotuit, MA Inspection conducted 12.20.16 pI ! t Showing severe metal loss.along a 2nd level Showing additional metal loss along previously turnbuckle which is almost to failure point shown turnbuckle ALL, k,h W Showing severe metal loss along another 2nd Showing additional metal loss along previously level turnbuckle which is almost to failure point shown turnbuckle } f Showing a 3rd second level sway rod Showing severe metal loss along the 3rd° turnbuckle exhibiting severe metal loss second level turnbuckle which is almost to failure point 11 of 13 Main Street 200KG Elevated located in Cotui#, MA ; Inspection conducted 12.20.16 2 t �� �� ��',�''" fir``• S 3� �• Y 4 Showing another view of the severe metal loss Showing severe metal loss along the 4th along the 3rd second level turnbuckle which Js second level turnbuckle which is almost to almost to failure point failure point, -• M, 7 77' NEQ c Showing another view of severe metal loss Showing another 2nd level turnbuckle along the 4th second level turnbuckle which.is exhibiting severe metal loss almost to failure point Showing another view of a 2nd level turnbuckle- Showing another view of a 2nd level turnbuckle exhibiting severe metal loss exhi biting.severe metal loss 12 of 13 s Main Street 200KG Elevated located in Cotuit, MA Inspection conducted 12.20.1 E to Showing severe metal loss along a 1 st level Showing another view of severe metal loss sway rod turnbuckle along a 1st level sway rod turnbuckle F— N NO T w - Jf.'...• +i�F y'��I "gyp '�°' W Showing another view of the severe metal loss. Showing access gate in perimeter fence closed along a 1st level sway rod turnbuckle and locked upon completion of inspection nrermg — e Pr`ofire + .- / .t yi M1� MIA 1 dS } 13 of'13 McKENZIE ENGINEERING CO PANY, I NC. .1, ary..16, 2017 Haley and Ward, Inc. 63 Great Road - Suite 200 Maynard, MA 01,754 Attn: Robert Pickering Re: Tank IZepair Work Town of Cotllit Water Tank = 414 Main Street Cotuit, MA 02635 Dear Robert, 1 have reviewed the inspection report generated by Utility Service Group,.with the date of inspection being December 20,2016 for the'Fown of Cotuit water tank located at 414 Main Street; CO Wit, MA. Yvon Boucher, an engineer from illy office also visited the site on December 20,2016 to perform a visual inspection of the lower level structural connections for the tank. Based on our review of the inspection report, and visual observations while,oli site we are in agreement that the following repair work is required in order to maintain the tank structure for continued service. The work includes: • Turnbuckles—Removal and replacement;of twenty-one (21) pieces. • Clevis Pins —Removal and replacement of ctevis pin nut,'or weld plate to the pin ill forty- nine (49) locations. • Clevis Pins—12elnoval and replacement of c�mhlete clevis pin assembly,in an•estimat five(5) locations`: •` Tower Rod (Sway Road)Clevis and Connecting Plate sectional replacement, or fill- welding at fifteen (15) locations. • Rivet Heads —Grind off heads and seal weld rivets.in place in fifty-four(54) locations.. • Overflow Pipe-Remove entirely, pat.dh opening ill tank. • Access Ladder Seal'weld thirty (30) retention bolts in place. • Access Ladder Repair/replace twelve (1.2) vertical slats. • Roof Ladder Weld.ladder into stationary,position. • Finial Vent:—Weld perimeter of finial to l�aof. • Roof/~hell —Spot weld along roof to shelf connection in twenty(20)+/- locations. The above repairs will need to be completed prior to the tank hcing drained and, subsequently removed from service. 305 WHITNEY STREET - LEOMINSTER, MA 01453 www.MCKENZIEINC.corn - (978).537.8210 „ McKENZIEC ENGINEERING OMPANY, INC. The above mentioned repairs are required to be completed in order for the tank structure to he allowed to remain standing, and hence Ufiked,by the various colrimuniCation companies for support of their antennae equipment components: Partial excavation of one of the footing element was recently completed to ascertain the dimensions of the existing footing elements. Based on the information provided to us with respect to the footing dimensions, the weight of the footings are adequate to resist the uplift' forces resulting from the lateral forces exerted on the tank structure. Please call if you have any questions, Very Truly Yours, -R M. � NOLDS 0 Peter M. Reyholds, P.E. N4 F.-3577A\Cowit water`t'ant;Rep,4irs Letter-o t-10-2017 3 Page. 2 012 Aign OF BARNSTABLE BUILDING PERMIT APPLICATION�� �//y+' � c Map l/ 7 Parcel �/ ' Application #AOIS� -7- O Health Division may- Date Issued Conservation Division !✓ Application Fe G __ Planning Dept. Permit Fee 'VV Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address M AA S C0 � ' 4 Village C O T 14 !t I r ma h lie, NICE,, u 5re n A h Owner 0 011 rrre 01's/ l'C Address 7�0 `"�'/* a t4 I� • . �O�H14 M67 Telephone 56 K 2 U �7 ,J / , Permit Request e A i7 I Pit h Gt G et n , vl S Uh (A ( S I n M)"M ry • ! IOh Pi till Al i lkm fl HIM Aft- /. IVO CAln f��hp Inh !� 0r � - Ul�li A4fA � 5 .�i/� Square feet: 1 st floor: existing�i�proposed 2nd floor: existing proposed Total new Zoning District Flood Plain NM Groundwater Overlay N Project Valuation 5. G 0 0 Construction Type (OM h� ,Prriq / T P�P r0 M �hi��A Lot Size IVIA Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family ((## units) Age of Existing Structure Historic House: ❑Yes 1lo On Old King's Highway: ❑Yes UK�o Basement Type: ❑ Full ❑ Crawl ❑Walkout VOther WAS- To Basement Finished Area (sq.ft.) NVA Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: / existing newAcir"as PE Total Room Count (not including baths): existing new F tlolor FL En Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other BARNSTABLE 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: �r f' Zoning Board of Appeals Authorization ❑ Appeal # �IRecorded ❑ Commercial U<es ❑ No If yes, site plan review# Current Use WOd ev TAh �Z 1 CI e l'f1 nm wo i'( de ed Use �G h� Pi APPLICANT INFORMATION (BUILDER OR HOMEOWNER) / Name Nd ye, chPVj Pr, Pc W 1'r eley Telephone Number tt 01- Address 6 4 Ve"1 U C r License # C 5 - 1 0 7 5-2 7 Hop 11- I n , MA 0 171 Home Improvement Contractor# N Email h C V-fV 1 flV In W;rl lest . CO hi Worker's Compensation # WC IF1�2 5 5 1�P 2' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. tT t1 Y 'ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL e,�'zINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. :,=..�► C _ 4 Initial Construction Control Document _ To be submitted with the building permit application by a Registered Design Professional m for work per the 8''edition of the , UT*O Massachusetts State Building Code,780 CMR, Section 107.6.2 Project Title: T-Mobile(L700) -4HY0559S Date: 1/21/16 °roperty Address: 414 Main Street,Cotuit,MA 02635 ` Project: Check one or both as applicable: x New construction U Existing Construction Project description: Remove(3) existing antennas and install (3)new antennas and(3)new RRUs. Krupakaran Kolandaivelu . MA Registration Number: 50019 Expiration date: 6/30/16 ,am a registered design professional,and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ; [x) Entire Project [ j Architectural [ j Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical. [ j Other for the above named project and that 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. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent 6omments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. ,,�''; .''"•�• fir ' Enter in the space to the right a` vet"or electronic signature and seal.: Phone number: 267-460-0122 gel: kkolandaivdu@nbcllc.com Building Official Use Only Building Official Nacre: Permit No.: Bate: Trial Version 10 09 2012 Town of Barnstable - EVE Regulatory Services Richard V. Scali,Director Building Division �STABM ; g BARNSTABLE MASS. aaxs*e t axrzm u1.o vrt•irrw rs 39• Thomas Perry, CBO 16 �� 1639-2014 ATED ,�A Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 January 20, 2016 Nova Crevier 118 Riverview Place Unit B Southbridge, MA. 01550 RE: 414 Main St., Cotuit, Map: 038 Parcel: 004 Dear Mr. Crevier, This letter is in response to application number 201508750 submitted to do work at the above referenced address. Unfortunately,the application can not be approved at this time because of the following: 1) The construction documents submitted are incomplete (construction control documents are required). Please do not hesitate to contact this office with any questions. Respectfully, /f' Ofr L. La : uzon Local Inspector. jeffrey.lauzonga town.barnstable.ma.us (508),862-4034 w Massachusetts -Department of Public Safety. Board of Building Regulations and Standards Crnstiuction'.Super kor License: CS-107527 NOVA CREVIER = �% 118 RIVERVIEWrPLACE�U NIT B Southbridge VIA 01550a/► Expiration Commi$"sioner 06/09/2017 ' Q • i r A The Comrnoirivenitlr of Massrrchrrsetts DeparNietit of Industrial Accidents Office of1tivestigatiorls ' 600 Washitt ton Street' g Boston, MA 02111 ►vtvlu11ass.gov/dia Workers' Compensation Lisurailice Affidavit: Builders/Contractors/El lectricialiils/Plumbers Applicant Information Please Print Legibly Nanle(Business/Organizatiott/Individual): HPC Wireless Services, LLC Address: 22 Shelter Rack Lane, Building C City/State/Zip: Danbury, CT 06810 .,Phone#: 203-797-1112 , Are you an employer?Check the appropriate box: Type of project(required): 1.❑X I am a employer with 40-50 4: [:];I am a general contractor and.1 employees(full and/or part=time): have hired the sub-contractors G: ❑New construction 2.❑ 1 anf a sole proprietor or partner_ listed on the attached sheet. 7. ❑Remodeling. These sub-contractors-have ship and have no employees 8. ❑Demolition working for me in any capacity. employees and have workers' com n�surance$ 9. ❑ Building addition [No workers conip. insurance p• required] 5.,n We are a corporation and its 10.❑Electrical repairs or additions officers have exercised then 3.❑ I ann a homeowner doing all:work• l l.❑Plumbing repairs or additions myself [No workers'comp. right ofexennption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4.),and we have no employees. [No workers' 1311.Other comp.i isurame 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 nnist submit a new affidavit indicating such. $Contractors that check this box mist 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 ant an employer that is providing workers'compensation instn•ance for my employees. Belo ty-is,tine policy and job site. . information. Insurance CompanyNaine: Zurich American Insurance Company Policy#or Self ins.Lic..#:_ WC552553802 Eapiration'Date: 07/06/2015 Job Site Address:- City/State/Zip: , e Attach it copy of the workers'.conrpeiisation policy declaration page(showing the policy number and expiration elate). Failure to secure coverage as required under.Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of fine up to$1,500.00 and/or one-year unprisownent,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 D1A for insurance-coverage verification. - I do Hereby certify tinder the pains w l penrdties of petjary that the information provider/above is trite and correct J Signature: Date: 7/11/14 Phone 4: 203.797,1112 Offtcidl►nse only. Do»ot tei•ite in Niis raen,16 be coritpleted by cilli or toivii 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: Plione#: HPC Wireless Services 22 Shelter Rock Lane Building C Danbury,CT,06810 P.:203.797.1112 HPC ) , WIRELESS SERVICES December 17th, 2015 Town of Barnstable Thomas Perry t Building Commissioner 200 Main Street Hyannis, MA,02601 RE: Employment Verification for Nova Crevier and authorization to perform work for HPC Wireless Services, LLC under HPC's insurance policies. Dear Mr. Perry, Nova Crevier is an employee in good standing for HP.0 Wireless Services, LLC. Nova is authorized to perform work for.HPC under our insurance policy.Any questions can be directed to Brian Savva,Chief Strategy Officer by email: bsavva@hpcwireless.com. Sincerely, Brian Savva (ITo#ixt# �#er �e��xx#xrtExt# appt OF FMF CHRISTOPHER WISEMAN SUPERINTENDENT FIRE DINMICF; 1926 dQ JULY 10 4 P.O..BOX 451 WORK 508-428-2687 4300 FALMOUTH RD. CELL 508-364-1493 COTU IT,MA 02635 FAX 508-428-7517 f 'I`own of Bariistabe .. R atnry Ser ,,- sA8�6T• t .. g, Thomtas F Gealer,Director �i. b A�m B1II4�Ilt� } SlOV, - . Tom Per .'B",ldmg Go saner . 0 3vl l.am 5ti eet,�y ass,MA 02601 Tww town barustable;�a.ns . .. . _ _. _. .... C7mce ' S48&&62-�43& F1. . s48=��4-6234 _. ..:.. , > bf t1S . ornglete a d Sign, 8ec94 Lft A �iwlderr .... ._. ; .� .. ..... I ��:. ., �': . ei ol�z-�� ., .. as flwm,r of Ze sub�eat Pzt'P 3 hpx�b7 Z.��iOnZt � �� �K����� �5 ��C� ta'�cc an��b . e . . . .n L`ate :--�a 6 a�haici :bp ,his b g permit . _. ,... .�"--I.6 . _ II _. v ::i.:�* XA;-.-!� ) , , , (Addres5.o{�O�) r: '�'p'oalfencestand alatw are the respons b�ty";o r�he appliW.cant: Pool : are iao�to be filled or'utted befo>•e Fencers installed and all final .: ,. _:, . .insp.ectzons axe:performed.and accepted. „ . l &: :::: ::: :�: :::�,;;;,�i�,. ..� I..I.. .. ,:'r � f> eApo .b ot S p �hr� S ,n . ISM . J ,1� 9 9 6=1 _z'c Prrwt Name . f . ... I:r I �51 I� ` � r. IL :1 Q- s or19 rt;�issiQts € � . . { ;, Client#: 1591898 141 HPCWIR DATE(MM/DDNYYY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE 7/07/2015 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 endorsement(s). PRODUCER NAME: Jennifer Burton BB&T-Atlantic Risk Management He o :410-480-4400 AXAIC No): 866-549-3345 5850 Waterloo Road,Suite 240 E-MAIL bbandt.com Columbia,MD 21045 ADDRESS: jennifer.burton@bbandt.com INSURER(S)AFFORDING COVERAGE NAIC# 410 480-4400 INSURER A:Cincinnati Specialty Underwrite 13037 INSURED INSURER B:Continental Casualty Company 20443 HPC Wireless Services LLC INSURER C:Zurich American Insurance Co. 27855 22 Shelter Rock Lane INSURER D:Lloyds of London FORIEGN Building C INSURERE:Cincinnati Insurance Company 10677 Danbury, CT 06810 INSURER F: Hanover Insurance Company 22292 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. LTR TYPE OF INSURANCE NSRLSUBR WVD POLICY NUMBER POLICY EFF MM/DDY EXP LIMITS A GENERAL LIABILITY X X CS00060023 7/06/2015 07/06/2016 EACH OCCURRENCE $1,000,000 X COMMER CLAICIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $1 OO OOO MS-MADE �OCCUR MED EXP(Any one person) $5 000 X BI/PD Ded:2,500 PERSONAL&ADV INJURY $19000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO LOC $ JECT E AUTOMOBILE LIABILITY X. 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NB+C gServi'ces. ,.[fin ineering T-Mobile 700MHz Installation, Design 702Cu Prepared for T-Mobile Northeast, LLC SITE INFORMATION Address 414 Main Street Cotuit, MA 02635 Latitude: 41.6291°, Longitude: -70.4415 T-Mobile Site Name HY559/Cotuit WT T-Mobile Site Number 4HY0559B NB+C Project Number 21126 Date 'June 12, 2015 t 1777 Sentry Pkwy West I Dublin Hall, Suite 210 Blue Bell, PA 19422 267.460.0122 T-Mobile 4HY0559B June 12, 2015 168'0"±Tall Water Tank NB+C ES Project Number 27126 page 2 TABLE OF CONTENTS 1.0 INTRODUCTION 3 2.0 APPURTENANCE LOADING 3 Table 1—Existing Antenna and Cable Information 3 Table 2=Proposed Antenna and Cable Information 4 3.0 ASSUMPTIONS 4 4.0 APPLICABLE CODES AND STANDARDS 4 5.0 ANALYSIS Y 5 6.0 CONCLUSIONS& RECOMMENDATIONS 5 APPENDIX A: PLAN AND ELEVATION 6 APPENDIX B: MATHCAD CALCULATIONS 9 1777 Sentry Pkwy West Dublin Hall, Suite 210 Blue Bell, PA 19422 267.460.0122 T-Mobile 4HY0559B June 12, 2015 168'-0"t Tall Water Tank NB+C ES Project Number 27126 page 3 1.0 INTRODUCTION The existing structure is an elevated steel water tank located in Cotuit, MA., T-Mobile has proposed to add three (3) Commscope LNX-6515DS-A1 M panel antennas with the following existing antennas to remain: three (3) Ericsson AIR21 134A/132P panel antennas and the three (3) Ericsson AIR21 132A/B4P panel antennas. The antennas will be mounted on existing pipe mounts at an approximate 160'-0" centerline. A structural analysis was performed to see if the new loads are safely supported by the antenna mounts and to verify if the Structure is in compliance with the applicable codes and standards. Information we have received and used for this analysis includes: • Construction Drawings by NB+C ES dated July 29, 2013 • Structural Analysis prepared by NB+C ES dated April 22, 2013 • RFDS by T-Mobile dated April 7, 2015 R • T-Mobile site photos taken June 25, 2014 2.0 APPURTENANCE LOADING As per the information provided to us, the following Table 1 and Table 2 show the existing and proposed antenna and feedline information. Table 1 — Existing Antenna and Cable Information' Center Line Elevation No. of Mounts Antenna Model/ Mount Carrier Feed Line (in) (3) Ericsson AIR-21 132A/134P panel antennas (56"x12.08"x7.9", 83.0 Ibs)' (3) Ericsson AIR-21 134A/B2P panel (12) 1-5/8" antennas (56"x12.08"x7.9", 83.0 Ibs)' Coax Cables' 160'-0" (6) Pipe Mounts' T-Mobile (3) RFS APX16DWV-16DWVS panel (3) 1-1/4" antennas (55.9"x13.3"x3.15", 40.7 Ibs) Hybrid Fiber' (Dead)2 (3) dd B4 TMAs' 1. Existing Equipment to Remain 2.�Existing Equipment to be removed 1777 Sentry Pkwy West Dublin Hall, Suite 210 Blue Bell, PA 19422 267.460.0122 T-Mobile 4HY0559B June 12, 2015 168'-0"±Tall Water Tank NB+C ES Project Number 27126 page 4 Table 2— Proposed Antenna and Cable Information Center Line Elevation No. of Mounts Antenna Model/ Mount Carrier Feed Line (in) (3) Commscope LNX-6515DS-Al M panel Existing Pipe antennas (96"xl 2.1"x8.7", 126 Ibs) 160'-0" Mounts (3) Ericsson RRUS11 1312 RRUs T-Mobile Existing (19.7"x17"x7.2", 50.7 Ibs) 3.0 ASSUMPTIONS This report is based on the theoretical capacity of the existing building structural elements and is not an assessment of the overall suitability of the existing Structure or its components for any particular use other than specified here in this report: • This report makes no warranties, expressed and/or implied, and disclaims any liability arising from material, fabrication and erection of the existing Structure or proposed platform and equipment, and 'any other existing or proposed .components or. appurtenances. • All proposed antennas, mounts, coaxial cable and appurtenances are assumed to be properly installed and configured according to manufacturer requirements. • All existing structural elements are assumed to be in place and in good condition as evident by site audit photos and visual site observations, and were previously designed and constructed in accordance with applicable codes and standards. • Contractor to verify existing site conditions including the existing roof framing prior to fabrication and construction. In the event the existing building conditions are different than the assumptions made in 'this report, this has to be brought to the structural' engineer's attention before proceeding any further with bidding, fabrication and/or erection. 4.0 APPLICABLE CODES AND STANDARDS The existing structure was analyzed/designed per the provisions of following applicable codes and standards: • The Massachusetts Building Code incorporating the 2009 International Building Code, • ANSI TIA-222-G— Structural Standards for Antenna Supporting Structures and Antennas • Minimum Design Loads for Buildings and Other Structures ASCE/SEI7--05 • AISC Manual of Steel Construction, 13th Edition—ANSI/A/SC 360-05 1777 Sentry Pkwy West I Dublin Hall, Suite 210 1 Blue Bell, PA 119422 1267.460.0122 T-Mobile 4HY0559B June 12, 2015 l ff-0"±Tall Water Tank NB+C ES Project Number 27126 page 5 5.0 ANALYSIS ' Design Loads: ' • Basic wind speed: 120 mph • Occupancy Category: II • Exposure: C 4 Load Combinations: . D h p+W D+L • 0.6D+W . F 6.0 CONCLUSIONS & RECOMMENDATIONS Based on the performed analysis of this structure for applied gravity and lateral loads, the antenna mount structure was determined to have adequate structural capacity to support this proposed T-Mobile telecommunication equipment and is in compliance with building codes and standards listed here in this report. Once the proposed upgrade by T-Mobile is installed, the existing 2" diameter schedule 40 steel pipe masts will be stressed to 36% of their capacity. Refer to Appendix B for full calculations and refer to the lease exhibit drawings prepared by NB+C ES for more details. The conclusions reached by NB+C ES in this report are only applicable for the previously mentioned existing structural members supporting 'the T-Mobile telecommunications equipment. Further, no structural qualification is made or implied by this report for existing structural members not supporting the.T-Mobile equipment. NB+C Engineering Services, LLC Prepared by: Elizabeth Czyzewicz, E.I.T. Respectfully submitted by:" 1g0.50019 r s Krupakaran Kolandaivelu, P.E. p� � Tc,�'� Engineering Manager— Structural nt�� E� 6112115 MA PE License# 50019 1777 Sentry Pkwy West Dublin Hall, Suite 210 Blue Bell, PA 19422 267.460.0122 T-Mobile 4HY0559B June 12, 2015 168'-0"t Tall Water Tank NB+C ES Project Number 27126 page 6 APPENDIX A: PLAN AND ELEVATION S . 1777 Sentry Pkwy West Dublin Hall, Suite 210 Blue Bell, PA 19422 267.460.0122 T-Mobile 4HY0559B 'June 12, 2015 lff-0'±Tall Water Tank NB+C ES Project Number 27126 page 9 APPENDIX B: MATHCAD CALCULATIONS • i F a 1 1777 Sentry Pkwy West Dublin Hall, Suite 210 Blue Bell, PA 19422 267.460.0122 NB&C Engineering Services,LLC Structural Analysis for 6 1777 Sentry Parkway West Dublin Hall, 4HY0559B Date:6/12/2015 4:17 PM Suite 210, Blue Bell, PA 19422 Cotuit Water Tank ' Project No.27126 Structural Design Calculations Standards: IBC 2009 ASCE 7-05 Minimum Design Loads for Buildings&Other Structures AISC-13th Edition ANSI/TIA-222-G Structure Data Antenna Height: H := 160•ft (approx.) Wind Speed=120Mph Building exposure="C" Force Coefficient' Cf,,t := 1.4 (Table 6-11) Wind Load (reference ASCE 7-05 section 6.5.15) Input Location: Cotuit,MA ASCE 7-05 Reference Occupancy category: [IV Table 1-1,pg.3 Exposure category: 7 Section 6.5.6.2,pg.25 Basic wind speed: V := 120. mph Figure 6-1 C,pg.36 Importance factor: I := 1.15 Table 6-1,pg.77 Topographic factor: Kt:= 1.0 Section 6.5.7.2,pg.26 Load Data Existing Panel antennas @ 160'Rad.Center (3)Ericsson AIR21 B2A/B4P panel antennas on existing pipe mounts to water tank ' (3)Ericsson AIR21 B4AB2P panel antennas on existing pipe mounts to water tank Aprop := 56-in•12in Aprop = 4.67-ft2 Antenna Load:(1)panel antenna+(1)TMA Wtpanel = 1201b (approx.) Atma := 12•in•8•in= 0.67•ft2 Proposed Panel antennas @ 160'Rad:Center,' ' (3)Commscope LNX-6515DS-VTM panel antennas on existing pipe mounts Aprop2 := 96.4in•11.9in Aprop2 = 7.97 ft2 Wtpane12 50.31b Arr„ := 19.7in•17in ' Wind Load on antenna Velocity Pressure Coeff. KZ := 1.55 (H =160-ft) ' Wind Directional Factor: Kd 0'.85 Table 6-4,pg.80 Gust Effect Factor: Gapp := 0.85 VelocityPressure: 2 qZ := 0.00256•V •KZ•K&Kd•I•psf qZ = 56.psf Equation(6-15),pg.27 NB&C Engineering Services,LLC Structural Analysis for 7 1777 Sentry Parkway West Dublin Hall, 4HY0559B Date:6/12/2015 4:17 PM Suite 210, Blue Bell, PA 19422 Cotuit Water Tank Project No.27126 Fprop := Cfant•Qz•Aprop•Gapp Fprop = 310.17•lb Ftma = Cfant•Qz•Atma•Gapp Ftma = 44.31•lb Fprop2 Cfant'97'Aprop2 Gapp Fprop2 = 529.49.1b Fn„ := Cfant-%-Arru•Gapp Fn„= 154.58•1b Cfpipe:= 1.2 d Fpipe:= 2.375•in•c,•Cfpipe Fpipe= 13.27•pif Ftot Fprop+Fm,a+Fprop2+FR„ = 1038.55•lb Check for Pipe Mount connections for new Panel antenna: Distance between connections L := 8-in (approx.) Length of the pipe mount Lpipe:= 6•ft (approx.) ; Reaction at pipe mount connection- R := Ftot R= 1.04•kip Existing Pipe mount is mounted at the center by(2)1/2"Dia.U-bolts Available Tension force in (1)1/2"U-Bolts- Vten = 4.22•kip > R = 1.04•kip Total weight on the mount=Wt of pipe+Wt of ant+Wt of TMA Vshear Wtpanel+3.66•plf Lpipe+50.1b+Wtpane12 Available Shear force in(2)1/2"U-Bolt-• Vshblt 2.18•kip•2 = 4.36•kip > Vshear = 0.24•kip Check for Existing Pipe Mount with new Panel antennas: Force: Ftot-= 1038.55•lb _ Height of the antenna Lpipe.= 6•ft Moment from wind load MvaST=Ftot•2 •MVAST 0.35•ft kip s Use Pipe 2"Std,2.375"O.D.,0.154"W pipe: ` S := 0.528•in3 I = 0.627in4 WAST Stress := Stress = 7.87•ksi S NB&C Engineering Services,LLC Structural Analysis for 8 1777 Sentry Parkway West Dublin Hall, I 4HY0559B Date:6/12/2015 4:17 PM Suite 210, Blue Bell, PA 19422 Cotuit Water Tank Project No.27126 • y <1.0 Hence OK!stt'esSratio Stress:= stressrtio = 0.36 . 0.6.36ksi Dead Load Summary: Volume of Stored Water: Volume := 170000g l' (Approximately) " Tower Weight: W := Volume•62.4pcf W = 1418.08•kip (Approximate weight of water only) Proposed Antenna Weight: (6)Antennas @ 95 lbs.ea.with 55lbs for Antp := 1501b•3' Antp = 450•1b mounting pipe+(3)RRUs Existing Antenna Weight: (Assumed approx. 12 antennas at (15)Panel antennas on Pipe Mount AntE := 1501b 15 AntE = 2250 Ib Elev. 150'+3 antennas for T-Mobile @ 150 Ibs ea w/mount pipe at Elev. 160') Existing&Proposed Coax Weight: f lCoax := 1ft 160ft•(3)+1.1•plf•150•ft•12+1.1•plf•160•ft•12 Coax = 4572•lb Dead Load Summary Additional Dead Load: Dadd := Antp+AntE+Coa�, Dada = 7.27•kip Original Dead Load: Do�g � Dorig = 1418•kip Ratio of additional to original dead load: Ratio := Dadd Ratio = 0.51 °/ OK Doris ' Basic wind speed: , V := 120 mph Figure 6-1 C,pg. 36 Importance factor: T':= 1.15 Table 6-1, pg.77 Topographic factor: K := 1.0 + Section 6.5.7.2,pg.26 Gust effect factor(tank): Gta,,k:= 0.95 Section 6.5.8.1,pg.26 Gust effect factor(appurt.): Gapp := 0.85... Section 6.5.8.1,pg.26 Wind Load on Tank: Velocity Pressure Coeff. KZ := 1.41' (Top Height of Tank, H =168-ft) Wind Directional Factor: Kd := 0.95 (for tank only) Table 6-4,pg.80 . Velocity Pressure: q,,:= 0.00256•V2•KZ•K t.Kd•I•psf q, = 57•psf Equation(6-15),pg.27 Projected Area: 1 31 At k:= 38•ft•20•ft+3.14.19•ft2.1 AtE k= 780•ft2 (Circular Tin-k) NB&C Engineering Services,LLC Structural Analysis for 9 1777 Sentry Parkway West Dublin Hall, 4HY0559B Date:6/12/2015 4:17 PM Suite 210, Blue Bell, PA 19422 Cotuit Water Tank Project No.27126 Force Coefficient: Cf := 0.5; (Moderately Smooth) Figure 6-21,pg.74 Wind Load: Fannk := %-Gtank-Cf•Atank "Rank = 21"kip Wind Load on Riser& Legs: Velocity Pressure Coeff. KZ = 1.14 (Height of mid height of Tank, H =70-ft) Wind Directional Factor: Kd 9 (for tank only) Table 6-4,pg.80 Velocity Pressure: qz := 0.00256•V2 Kz-K t-Kd•I-W % = 46•psf Equation(6-15),pg.27 Projected Area: Ariser:= 5-ft•135•ft+ 135•ft•1.5-ft-6, Ariser= 1890•ft2 (Approx.Width of riser (Circular Tank) &legs assumed) Force Coefficient: Cf := 0.8 (Moderately Smooth) Figure 6-21,pg.74 Wind Load: Friser:= gz'Gtank'CfaAriser Friser= 65.9•kip Wind Load on projected catwalk.- Velocity Pressure Coeff. Kz := 1.37 (Height of catwalk,H =145-ft) Wind Directional Factor: Kd := 0.95 (for tank only) Table 6-4,pg.80 Velocity Pressure: qz := 0.00256•V2•Kz•K t.kd•I•psf qz = 55:psf Equation(6-15),pg.27 Projected Area: Acat := 20 ft2 Force Coefficient: Cf := 0.9 Figure 6-21,pg.74 Wind Load: Fcat:= qz Gtank•Cf•Acat- Fcat= 0.9•kip Wind Force on Proposed Antennas: (Side face controls) r Aprop := 7.9•in.56in+96.4in•7.1 in :Aprop = 7.83•ft2 , Wind Load on antenna ' Velocity Pressure Coeff. Kz 1.39 (H =160-ft) Wind Directional Factor: Kd 0.85 Cfpipe . 1.2 :_ Velocity Pressure: qz := 0.00256•V2•Kz•K t-Kd•I•psf qz = 50•psf ` Fprop := Cfant-qz•(Apr6p)"Gapp+Cfpipe'gz`2.375"in•6•ft•Gapp Fprop 527.09•lb NB&C Engineering Services,LLC Structural Analysis for 10 1777 Sentry Parkway West Dublin Hall, 4HY0559B Date:6/12/2015 4:17 PM Suite 210, Blue Bell, PA 19422 Cotuit Water Tank Project No.27126 Wind Force on Existing Panel antennas at 145': (Antenna size assumed) Velocity Pressure Coeff. KZ := 1.36 (h=145ft)approx. Wind Directional Factor. Kd := 0.85; Table 6-4,pg.80 Velocity Pressure: qZ := 0.00256•V2 KZ•K rKd•I•psf Equation(6-15),pg.27 qZ = 49.01•psf Antenna Area: Aant e2 := 72in•6irl Aant e2 = 3•ft2 Force Coefficient: Wind Load: FAnt_e2 = qz Gapp'Cf-(Aant_e2) +Cfpipe•gz'2.375•in•6•ft FAnt_e2 = 237.54•lb /Antenna Wind Force on Coaxial Cables: Velocity Pressure Coeff. KZ := 1.15 Table 6-3,pg.79 VelocityPressure: 2 qz :=�0.00256•V •KZ•Kzt•Kd•I•psf qZ = 41•psf Equation(6-15),pg.27 2 Area:--5/8"Wide Coax Run ACoax = (1.625in)' ACoax = 0.14•ft 1 Force Coefficient: Cf := 2.0 Figure 6-21,pg.74 Square, h/d>25 ' Wind Load: WCoax = gz'ACoax'Cf'Gapp'2 WCoax = 19.08 pl Total Length of Coax Run: LCoE := 160ft Subtotal Total Wind Load: FCoax = (WCoax'LCoax) FCoax = 3053 1 Wind Force on Angle and misc members of ladders: Velocity Pressure Coeff. KZ := 1.35, (h=160 ft) Wind Directional Factor: Velocity Pressure: qz := 0.00256•V2•KZ•K t-Kd•I•psf qz = 48.65•psf 2- ' Aladder := 15•ft Force Coefficient: Fladder = qz,Gapp'Cf'(Aladder) Fladder = 832.37.1b NB&C Engineering Services,LLC Structural Analysis for 11 1777 Sentry Parkway West Dublin Hall, 4HY0559B Date:6/12/2015 4:17 PM Suite 210, Blue Bell, PA 19422 Cotuit Water Tank Project No.27126 Wind Forces Summary (Shear Comparison) Additional Base Shear: Fadd IF (assuming 2 antennas exposed or their side at all rad.center) Fadd = 4.11•kip Original Base Shear: Forig :=Ftank+Fladder+Fcat+Friser Forig = 88.8•kip Ratio of additional to original shear due to wind loading: Ratio := Fadd Ratio = 4.63•0/ Forig Wind Forces Summary (Moment Comparison) Additional Base Moment: Mtotside := 160•ft•Fprop•2 Mtotside = 168.67•kip•ft ' r MAnt cat 145•ft.Fcat MAntcat= 136.81•kip•ft Mladder = (160•ft)•Fladder Mladder = 133.18•kip•ft 4(160ft MCoax 2 )_Fcoax Mcoax = 244.22•kip•ft Madd ==Mtotside+MCoax F Madd = 413 ft kid Original Base Moment: Mtar�k (155•ft)•Fta k+60.5•ft•Friser+MAnt cat+Mladder Mtar,k= 7520.48•kip•ft Morig Mtank Morig = 7520•ft•ki Ratio of additional to original moment due to wind loading: . - ..Madd ' Ratio := Ratio = 5•°/ Morig Seismic Load Seismic shear,V:use minimum seismic response coefficient,Cs,equal 3% CS := 3%° t. V :_ (0.7•W)•CS V = 29.78•kip < Fadd+Fong = 92.87•kip Wind forces significantly govern global system. Additional wind force is less than 5%of original wind force. Therefore,global stability need not be checked further. LITCWINDSPEED BY LOCATION Applied Technology Council Search Results ' # 4 t Ottawa' Montreal Latitude: 41.6327 - i�f �y t �t.ry MAINS $ NO AS Longitude: -70.4386 s,a ,�' RMONTfi$ ► . 1'orilend •, I �jx(p(\N••W T ater HAM�PSHIRE ASCE 7-10 Wind Speeds --- NEWrvORx Ne�y (3-sec peak gust MPH*): ' , S .y MASA USA 'rr� k•" w- ... fix. CO,NNE TIGI'�T RI .-. Risk Category 1: 132 aN Risk Category II: 140 A' Newer Philadelphia— Risk Category III-IV: 152 MRI** 10 Year: 80 RV AN NEw JERSEY' rshin ton DELAWARE• MRI** 25 Year: 95 MRI** 50 Year: 105 monde MRI** 100 Year: 118 t ". -t aginia 8e h ASCE 7-05: 116 ASCE 7-93: 90 *MPH(Miles per hour) **MR[Mean Recurrence Interval(years) Users should consult with local building officials to determine if there are community-specific wind speed e requirements that govern. r WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct,ATC assumes no responsibility or liability for its accuracy.The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having- experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site.Users of the information from this web site assume all liability arising from such use.Use of the output of this web site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site(s)described by latitude/longitude location in the wind speed report. Sponsored by the ATC Endowment Fund Applied Technology Council 201 Redwood Shores Parkway,Suite 240 Redwood City,California 94065(650)595-1542 • PROJECT ii I NAMIE: S I c� 'Vl `t p 1/171 — 'f p 1 ( L ADDRESS: �I L/ mo-f y.l `1 PERMIT# f lL PERMIT DA TE: / Mrn: 03g LARGE ROLLED PLANS ARE IN: BOX C SLOT Data entered in MAPS„program on:. BY: a q/wpfiles/forms/archive PROJECT NAME: Add TDwp r s . AT+ ADDRESS: l 1 `l MA I O S1 PERMIT# 30/S&d PERMIT DATE: 00 J LARGE ROLLED PLANS ARE IN BOX I SLOT hc�, Data entered in MAPS program on:. qMpfiles/forms/aichivei. PROJECT G ` 11 NAME: L" D \j ADDRESS: I 1 0� Gi 1 t,"'t �� r C6 �UL PERMIT# PERNIIT DATE: MT: C) , )l LARGE ROLLED PLANS ARE IN: a BOX C - SLOT C%c . Data entered ins MAPS program on:. BY: q/wpfiles/forms/archive, _ PROJECT ` .. ., NAME:-- I 1'moo e 0-1 C& aw-In ,All) C=. a"t ADDRESS: PERNIIT# + � ' PERMIT DATE: M/P: G� LARGE ROLLED PLANS ARE IN: BOX . SLOT Data entered in MAPS:program on: BY: q/wpfiles/forms/archive i . olfrey .... .. TRM ' 16 Chestnut Street WWW.TRMCOM.COM Suite 220 Foxborough, MA 02035 0 e •• Convergent Network . Solutions i BSlsxcsss TOWN OF BARNSTABLE H�T (ding 201' 105970 BARNSTABLE, Issue Date: 11/03/11 Permit 9 MASS. qj 039. �� Applicant: ROY ANDREW RFD MpI Permit Number:. B 20112415 Proposed Use: FIRE DISTRICT VACANT Expiration Date: 05/02/12 [Location 414 MAIN STREET (COTUIT) Zoning District RF Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 038004 Perutit Fee$ 136.50 Contractor ROY,ANDREW Village COTUIT App Fee$ 100.00 License Num 82380 Est Construction Cost$ 15;000 Remarks � APPROVED PLANS.MUST BE RETAINED ON JOB AND . SPRING PCS IS SWAPPING OUT OBSOLETE ANTENNAS AND EQUIP! THIS CARD MUST BE KEPT POSTED UNTIL FINAL CABINETS WITH NEW ONES ` INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT FIRE DISTRICT BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 1475 INSPECTION HAS BEEN MADE. COTUIT,MA 02635 QQ Application Entered by: RM Building Permit Issued By: /L�1_1_ THIS PERM LI'CONVFYS.NO RIGHT TO OCCUPY ANV STREET,ALLEY.OR SIDEWALK OR ANY PART THEREOF;ErruER TEMP.ORARA,Y OR%PERMANENTLY. ENCR61 MENCS ON,'PLiBLIC'PROPERTY,NOT SPECIFICALLY PERvIT1ED UNDER THE BUILDINI;CODE,MUST BE APPROyED BY THE J:URiSDCCTtON. STREET OR gLLEY GRpDPSAS•YLL ASDEANDICATIONOF , BE PUe f OBTAINED"PROM:THE•DEPARTMENT OF PUBLIC WORKS,'THE-ISSUANCEOFTHISPERMIT;DOES NOT RELEASETHEAPPLtCANTFROM'rHECONDrriONS.OFANiYAPPLICABLE'SUBDIVISLON , RESTRICTIONS. - MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:. I.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED:AT THE.THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION: 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FI.NAL INSPECTION BEFORE OCCUPANCY. INHERE 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. PERMIT WILL BECOME NULL,AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE-THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH.UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set Porch in MGL c.142A). M-M o � ME e r 0,1 . I 3 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS l � 1 2 2 _ 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health I r f CO r 10/22/15 -:7 Hi Tom, My name is Adam Wolfrey and in September I called your office about doing a final inspection on some work my company did for Sprint at the cell site at 414 Main Street in Cotuit.When we spoke you mentioned that a final affidavit would be necessary to complete the final inspection. Enclosed in this package is the final affidavit and copy of the permit. Please give me a call if you have any questions. Thank You, Adam Wolfrey BS13XC662 TOWN OF BARNSTABLE ■ ■ oF�"Er � Iding �* 201105970 . BARNSTABLE, Issue Date: 11/03/11 P e rm't 9 MASS QjA i639• � Applicant: ROY ANDREW rFD Mpi a - Permit Numbers B 20112415 Proposed Use: FIRE DISTRICT VACANT Expiration Date: 05/02/12 Location 414 MAIN STREET (COTUIT) Zoning District RF Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 038004 Permit Fee$ 136.50 Contractor ROY,ANDREW Village COTUIT App Fee$ 100.00 License Num 82380 Est Construction Cost$ 15,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SPRING PCS IS SWAPPING OUT OBSOLETE ANTENNAS AND EQUIP . THIS CARD MUST BE ICEPT POSTED UNTIL FINAL CABINETS WITH NEW ONES _ INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT FIRE DISTRICT BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 1475 INSPECTION HAS BEEN MADE. COTUIT,MA 02635 < , Application Entered by: RM Building Permit Issued By: THIS PERIL CONVEYS NO RIGHTTo OCCUPY.ANY.STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,E19TI.ERTEMPORARILY ORPERMANENTLY. ENCROACHAIETrfS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUSE BE APPROVED BY THE 7URISDICTION. STREET OR ALLEY.GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERSMAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE or THIS PEI"T.DOES NOT RELEASE THE APpucANT FROM mE CONDIT[ONS.OFMYYAPPLICABLE SUBDIVISION RESTRICTIONS. - MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE-THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SMALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A).. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 «F• 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health Final Construction Control Document u To be submitted at completion of construction by a Registered Design Professional for work per the 8t"edition of the M � v Massachusetts State Building Code, 780 CMR, Section 107 Project Title: 414 Main Street BS 13XC662 Date:10/9/2015 Permit No. B 20112415 Property Address: 414 Main Street, Cotuit,MA 02635 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Modification of an existing wireless telecommunication facility. I Matthew C.Hykes MA Registration Number: 50945 Expiration date: 6/30/2016 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: X Architectural X Structural Mechanical Fire Protection X Electrical Other: Describe for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information,and belief the work . proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"or electronic signature and seal: OF IAgS���yG MATTHEW C. HYKES No.50945 fsSIDNAL���'\� Phone number: (717)428 0401 x1205 Email: mhykes@ebiconsulting.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 l��S i vl ��'X `�� r�' GxG�'�-G � , � �� �I '��� � � 3oa v , � �i�e- �ll���r �"� b 1 Ce j�-(�.) �� ���� dVC�c'V �ulrcr �1 b1 Town of Barnstable BAMS TABLE Regulatory Services xivsr�5�s.asrtnvuu.srwaxn�a[ �6 jHE tfL 1639-2014 Richard V. Scali,Director 57 BMMSTABLE. : Building Division Thomas Perry, CBO �BD MA'S A Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 June 25, 2014 Sprint Spectrum LP c/o Mr. Gerry Squires Site Acquisition Consultant J. Lee Consulting 101 Palisades Circle Stoughton, MA 02072 RE: Site Plan Review#023-14 Sprint Spectrum LP 414 Mai Street, CotuM Map 038,Parcel 004 Proposal: Applicant proposes to add three (3) antennas and three (3)remote radio heads to an existing wireless communications facility located on a fire district water tank within the applicant's 148 foot elevation lease area, not exceeding the height of the,water tank. Dear Mr. Squires: - Please be advised that the above proposal was administratively approved subject to the following: r o Approval is based upon plans entitled"Sprint Vision, 414 Main Street, Cotuit,MA, Project BS13XC662", 13 sheets, dated 4/17/14,revised 4/24/14 prepared for Sprint; and Antenna Mount Structural Assessment dated May 16, 2014, by EG Advanced Engineering Group of East Providence, RI. ® Applicant must obtain all other applicable permits, licenses and approvals required. A copy of the,approved site.plan will be retained on file. Sincerely; . �� «C� ` Ellen M. Swiniarski Site Plan/Regulatory Review.Coordinator cc: Tom Perry, Building Commissioner i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 03 T Parcel 00g aAption� �S Health Division I Date Issued u (L 3 Conservation Division Application Fee Planning Dept. Permit Fee 3' Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address ylq Main, S-Friec.+ Village City; r / Owner at ui�' I{Address 00 T"Q�Md r�'h ('otyrr D2635 Telephone (569) 'BI27.. 24 Permit Request AA Gr'M Aor� Al d . _ c 1 o will'e a I' M UJ%CGtf; t K c( ) G e ax � v �l C! i111LC.S 6! oc r O W /' She Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District TO Flood Plain J& Q Groundwater Overlayo �c��/� Project Valuation 12 Os y Construction Type Lot Size 159, c4C r'&S 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.) Y Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including bath-,): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wob�/ oal sto : ❑)4s ❑ No 00 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn:,,-::::,, , , xisting xU neg size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other , CS Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ , Commercial WYes ❑ No If yes, site plan review # o rA Current Use l pellar eo,"sm�*kmr 4G1;11 Proposed Use i*14a CAM vni0u7F J aril f APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 99 Name J V^1%. 5 6rey. H Pe- Mief rr sdro4 Telephone Number 013" dress S© Ayp-. License # log 730 15ver -If , HA Q2141 Home Improvement Contractor# Worker's Compensation # W C-5 52.55.3 901 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO pc W t " SS SIGNATURE DATE �. 13 a... - FOR OFFICIAL USE ONLY APPLICATION# a DATE ISSUED ; MAP/PARCEL NO. A ADDRESS t = VILLAGE '{ OWNER _ : `, t• . '- .- . .:. .: - - ~._ DATE OF-INSPECTION: �' w _ -FOUNDATION • • FRAME INSULATION FIREPLACE ry ELECTRICAL: ROUGH 'FINAL ` PLUMBING: ROUGH FINAL #: GAS: ROUGH .FINAL. ` FINAL BUILDING a 77 Yll V - - - DATE CLOSED OUT ;= ASSOCIATION PLAN NO. `� - 'r , 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 Please.Print Legibly Name(Business/Organization/Individual): IY`e-f�S S S�''�V�G� LLC Address: ` S��, P.,r ,CKM (,�v04�1 j S G City/State/Zip: Dko ��r 1 i Phone #: y u an employer?Check the appropriate box: Type of project(required): l. I am a employer with 4. I am a general contractor and I m loyees(full and/or part-time).* have hired the sub-contractors 6. New construction 2. am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling s 'p and have no employees These sub-contractors have g• Demolition working for me in any capacity. employees and have workers' ' [No workers' comp.insurance comp.insurance.: 9. Build' addition required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am 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 13.❑Other employees. [No workers' 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 thepolicy and job site information. Insurance Company Name: V u Policy#or Self-ins.Lie.#: IN L ss oz 557 3 9 01 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 1A 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 p 2 Si ature: Date: 0 ' S• I Phone#: Sd `� -d l 'S 1, 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 Persons Phone#: Client#:1591898 141 HPCWIR ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 8/09/2013 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(les)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 N ,c Dave Shellem BB&T-Atlantic Risk Management a/c N,Eft,410-480-4429 FAX No): 866-549-3345 5850 Waterloo Road,Suite 240 E-MAIL SS: DSheilem@bbandt.com Columbia,MD 21045 INSURER(S)AFFORDING COVERAGE NAIC# 410 480-4400 INSURER A:Twin City Fire Insurance Compan y 29459 INSURED INSURER B:Hartford Casualty Insurance Com 29424 HPC Wireless Services LLC INSURER C:Zurich American Insurance Compa 27855 22 Shelter Rock Lane INSURER D:Hanover Insurance Company 22292 Building C INSURER E:Lloyds of London FOREGN Danbury,CT 06810 INSURER F,Travelers Indemnity Company 25658 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, INS R ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE NSR WVD POLICY NUMBER MM/DD MM/DD LIMITS A GENERAL LIABILITY X X 30UENKM7209 6/01/2013 06/01/201 EACH OCCURRENCE $1 OOOOOO X COMMERCIAL GENERAL LIABILITY PA MACE T RENTED Mt Ea occurrence $300 000 MED EXP An one CLAIMS-MADE FX OCCUR (Any person) $10 OOO PERSONAL&ADV INJURY $1,000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2 000,000 POLICY X E T X LOC $ F AUTOMOBILE LIABILITY X X BA2D862148 7/06/2013 07/06/201 E°B.IIder SINGLE LIMIT 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per aopdant $ B X UMBRELLA LIAB X OCCUR X X 30RHUKM5411 6/01/2013 06/01/2014 EACH OCCURRENCE s6,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE s6.000.000 DED I X I RETENTION$1 O 000 $ `+ WORKERS COMPENSATION X WC552553801 7/06/2013 07/06/201 X we STATU- OTH- AND EMPLOYERS'LIABILITY Y/Nrt ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? � N/A E.L.EACH ACCIDENT $1000000 , . (Mandatory In NIA E.L.DISEASE-EA EMPLOYEE $1 O00 000 If es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1 000,000 D Install.Floater X X RHOA0417600 r7/ /06/2013 07/06/201 Limit:$250,000 E Professional Liab PGIARK0300600 06/2013 07/06/201Per Claim$2M/Agg$2M E Pollution Liab PGIARK0300600 /06/2013 07/06/201 Per Occ. $2M/A 2M DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Re:4HY0559B-414 Main Street. If required by written contract,Cotuit Fire District,Water Department Is named as an additional insured on all policies except Workers Compensation,Professional and Pollution Liability,subject to policy provisions. 9 CERTIFICATE HOLDER CANCELLATION Cotuit Fire District,Water SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Department �. ACCORDANCE WITH THE POLICY PROVISIONS. 4300 Falmouth Road Cotult,MA 02635 AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S10907576/M10709471 DHSH ' 'own=of B`arn��a�i�e - Re story Ser�ces . . 'Thotuas .Geier;Di€recMr k Bnicung x?zvzion - Tom 1°erry;�nildfug Commuss�oner _ G zoo 2�am',SEryaunis,IYfE10250I wwwAp barnstabI:ria_as Chace:" 505-8624038x 508-790-52'0 , 3 ,. P'rope t� O xer`Must Complete:and Sign This Sewn f`�J; A Builder" ' T� he � ci l�AC00 lY eSs tQ'act on aid beta! 0 Ott re}a ba.Nvb 2.Ao�tze�ba this bTulci�g� � S5 z = Pool fences:and alarms are she responsibiltt of the applicant: Pools are not to b -:fLcid or utr ed b ore,fezxce'zs znstalled and,all final inspections areyce ormed 6hd accepted.. I' i SP as 5 ��re of A�p?icat C /J�i1 /�CJ/S�/y/4�1 11JS \`IA S�0✓`e T I D2.te Q�� ftM�:QWi�rP➢ hIO2ei' t 5 512fi:F2 , August 15, 2013 Thomas Perry, Building Commissioner Town of Barnstable Building Department 200 Main Street Barnstable, MA 02601 RE: T-Mobile Northeast LLC("T-Mobile")-Cotuit Fire District Water Tank,414 Main Street Dear Mr. Perry: This correspondence is in connection with the building permit application by`HPC Wireless Services, LLC for T-Mobile Northeast LLC at the above-referenced location. Justin Shorey, who holds a Construction Supervisor license, is an Authorized Agent of HPC Wireless Services, LLC and is authorized to sign building permit applications and other necessary documents in connection with the application. Sincerely, Name AJd Signature Title Cam® i Initial Construction Control Document WTo be,submitted with the building permit application by a Registered Design Professional for work per the 8`�edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 2 _ (( �,J c,,� 1' 2 Project Title: A"�f�tLc —Cff�0�1 113 1 �� 1l� � t � Date: ry t J Property Address: .Project: Check one or both as applicable.: t-/New construction 0 Existing Construction Project description: 29-0 j EO C0PS15ZS Q!F I tJNS-(AV-106 Lo OeL,-) if}1J C1 N'S�N5 A?T�c.�t�.� 'to Ex��T��t� r��,.rc�� '��t�S c�:a 'tom i��t�: T,4c.►'vZ 1 �i�l3Pi�i s�lJ & Als 2AW4tJMA Registration Number: . 1 Expiration date: 2vl�( ,am a registered design professional, and hereby certify that I have prepared or directly,supervised the preparation of all design plans,computations and specifications concerning: [Entire Project ( '] Architectural. [ J Structural [ ] Mechanical [ ] Fire Protection [ '] Electrical [ ] Other t for the above named project and that such plansi 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 1(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: . 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. 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 official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: :' c zt, Phone number: 1 Wit) 01"22. Email- Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 i Initial "Construction Control Doeumeht To be submitted with.the building permit'application by a l Registered Design.Profess onal, for work per the,80'edition of the ' Massachusetts State Building Code;.180 CN(R,.Section 1U7.6 2 j 1i} "1 Project Title: VI'W) tLC—CO I W q VJ \ }�j t Date; t t3 Property Address: I I'A mu-S S� E"�, j 1.(+KA OV-65 Project: Check one or both as Applicable-IviNew construction 0 Existing Construction Projectdescription: `t�(�JEf - CoPSISZS t�� ►t—ISIAV-Io �(p� tzskJ ►'�1�FdJ��j xE I gaAM&V3 &4*�RtV UiMA Registration Number:,!5CQI Expiration date: ' 2t71 4 .,am g registered design professional, and hereby certify that T have.prepared or directly supervised the preparation of all design plans,computations and specifications concerning: r-�Entire.Project [ ] Architectural [ ] Structural [ ] N(echanical [ ) Fire Protection [ ] Electrical [ .]'`Other for the above named project and that such plans,cotriputations and specifications meet the-applicableprovisions.of the Massachusetts State Building Code,(780 CMR),and.accepled engineering practices for the proposed'"project. I understand and agree that I(or my:designee)shall perform the;necessary professions servic- :and bepresent 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. When required by the.butlding,.official, I;shall,submit:field/progress reports(see item.3 )together w tli pertinent comments,in a form acceptabl'e,to:the building:official. Upon completion of the work,I shall.submit to the building official a `Final_.Construction Control Document': Enter in the space to the righta:z`wet"ar. y *; electronic signature,and seal Phone number: C'32 2. Email: Building.OfGciM Use Only Building Official Name: Permit No.: Date: Trial version 10 09 2012 oft iNk t OfSC 'a r moo su,pe J U `.-TI, P Ff RE 1 ynl-` z � � a t r i Final Construction Control Document To be submitted at completion of construction by a ` Registered Design Professional W vex for work per the 8`h edition of the 5� Massachusetts State Building Code, 780 CMR,Section 107.6.4 Project Title: T-MOBILE-4HY0559B Date: 07/03/14 PerrmitNo. Property Address: 414 MAIN STREET,COTUIT,MA 02635 Project: Check one or both as applicable: 29 New construction 0 Existing Construction Project description: Project consist of installing six(6)new antennas attached to existing mounting pipe on the water tank i I KRUPAKARAN KOLANDAIVELU MA Registration Number: snni a Expiration date: 6/*30n6 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: i [X] Entire Project [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I certify that I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this c( j OF MAs�c 9� Enter in the space to the right a"wet"or KRUPAKARa"' electronic signature and seal: IANDAi'Eu �.4nn"' i rFGIS1ER��G��� SS�ONAI_ Phone number: mail: Building Official Use Only j Building Official Name: Pemrit No.: Date: Trial Version 10 09 2012 Initial Construction Control Doc i To be submitted with the building permit a licationia . ge P_ PP _.. Y ._ Registered Design Professional for work per the 8`h edition of the Massachusetts State Building Code,780 CMR,Sect nVa 1"2 Project Title: 1" iL�' ��7�� ��� J i Date: ` :Property Address: ��� KAk M S S7-t s// �J \`t l� O��� Project:.Check one or both as applicable:t1New construction 0 Existing Construction Project description: ?Q-0Jecl COWS1`3(C> U�: 1taS-W-1-l"G Q t-3f_LZr At.Yla1Vt-;)AS AMER 7TA IQ V I Registration Number: t q Expiration date: 1►( ,am a registered design professional, and hereby'certify that I have prepared or directly supervised.the preparation of all design :plans,computations and specifications concerning: [Entire Project [.] Architectural [ ] Structural [ ] Mechanical Fire Protection [.] [ ,] [ ] Electrical' Other I for the above named project and that 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;saniples 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 d 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. When required by the building official, I shall submit field/progress re orts see item 3. p ( get er:with'pertinent' comments,in a form acceptable to the building official ZN OF �SS Upon completion of the work,Lshall submit to the building official a `Final Co _ o KOIANDAlELU STRUCTURAL Enter in the space to the right a"wet or o N 0 electronic signature and seal:' Email: Phone number: 1 �. Y�"'C"3 � OL.t'tN'o 1lv eLULi. ^ 3�.uc c to Building Official Use Only g Permit No.: Date:`Buildin Official Name: Trial Version 10 09_2012. , j i N: B & C ENGINEERING SERVICES , 'LLC September 9, 2013. Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Subject: T-Mobile -4HY0559B/Cotuit Water Tank CCA Letter Dear.Mr. Lauzon, Included with this letter is (1) original�co�py of the CCA Letter for the T-Mobile permit application at 41:4 Main Street in Cotuit, MA.The letter has,,bbeeen signed and sealed by the Engineer of record. Feel free to contact me if you-have anycl es tons. Respectfully submitted, r NETWORK BUILDING&CONSULTING, LLC Robert Locke Project Manager 7380 Coca Cola Drive, Suite 106 Hanover,_MD,21076 :... P"'E NEtri�1E: •" Mobi ADDRESS: I(S ,d&4J STT PERMIT# ,0e/:? 0✓c�/�-' PERMIT DATE: M/P: LARGE ROLLED PLANS ARE : BOX. SLOT Data entered in MAPS program on: �/� Town of Barnstable * swuvsrwaie . 200 Main Street,Hyannis,Massachusetts 02601 . 'Oriro„�r► Regulatory Services Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner Phone(508)862-4679 Fax(508)H24725 www.town.barnstable.ma.us November 29, 2012 AT& T Mobility c/o Mr. Gerry Squires Site Acquisition Consultant 101 Palisades Circle Stoughton, MA 02072 RE: ite.Pl S P an_Review#032- .12 - AT& T Mobility Ca14 Main Street;Cotui M 038,Parcel 004 Proposal:, AT&T proposes to add 3 antennas and 6 remote radio heads and 3 surge arrestors to an existing wireless communications facility located on a fire district water tank within the applicant's 146 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: MA1093; Site Name: Cotuit", 6 Sheets, dated September 21, 2012, prepared for AT&T, by Advanced Engineering of East Providence, RI. • 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 onafile. Sincerely, Ellen M. Swiniarski. Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner r _ C3) I `71 500 North Broadway ADVANCED East Providence, 24 „ Phone: (401)354-54-240403 ENGINEERING GROUP, P.C. September 17, 2013 Mr. Thomas Perry Building Commissioner Town House - 200 Main Street , Hyannis, MA 02601 RE: Engineers Final Inspection Affidavit AT&T_ Street et Telecommunication Equipment Installation � Mam414 Cotuit, MA AT&T-Reference: MA1093 Dear Mr. Perry: In accordance with Section 107 of the Massachusetts State Building Code this office has reviewed the completed AT&T equipment installation at the above-referenced location. The purpose of the review was to establish compliance of the completed project with the approved design plans by this office entitled "MA1093 Cotuit"I dated 3/22/2013, Rev.0.2, and applicable provisions of the Massachusetts State Building Code. With respect to AT&T's equipment installation, it is the opinion of this office that any minor deviations from the design plans described above do.not endanger the intended function of the facility or the safety of the public., This letter is not intended to relieve any party responsible for construction from meeting the requirements imposed by contract or other means, including commonly accepted industrypractices. Based on our review, I, Marc Chretien, licensed professional engineer number 40313, hereby certify that to the, best of my knowledge, information and belief, the work has been done in accordance with the approved plans, and the provisions of the-Massachusetts State Building Code/ International Building Code; Very truly yours A 4F A14S. � G MARC Marc R. Chretien, P.E. CHRETIEN r Advanced Engineering Group. P.C. civl� No.40313 �' `SSrtl�bLENo� y N co 500 North Broadway ADVANCED East Providence, 02914 .... Phone: (401)3542403403 ENGINEERING GROUP, P.C. September 17, 2013 Mr. Thomas Perry Building Commissioner Town House 200 Main Street Hyannis, MA 02601 RE: Engineers Final Inspection Affidavit C) AT&T Telecommunication Equipment Installation 414 Main Street s t Cotuit, MA AT&T Reference: MA1093 Dear Mr. Perry: k In accordance with Section 107 of the Massachusetts State Building Code this office has reviewed 4the completed AT&T equipment installation at the above-referenced location. The purpose of the review was to establish compliance of the completed project with the approved design plans by this office entitled "MA1093 Cotuit", dated 3/22/2013, Rev.0.2, and applicable provisions of the Massachusetts State Building.Code. With respect to AT&T's equipment installation, it is the opinion of this office that any minor deviations from the design plans described above do not endanger the intended function of the facility or the safety of the public. This letter is not intended to relieve any party responsible for construction from meeting,the requirements imposed by contract or other means, including commonly accepted industry practices. Based on our review, I, Marc Chretien, licensed professional engineer number 40313, hereby certify that to the best of my knowledge, information and belief,the work has been done in accordance with the approved plans, and the provisions of the Massachusetts State Building Code/International Building Code. Very truly yours VA OF N oa MARC R. u CHRETIEN m \\\ CIVIL No.40313 Marc R. Chretien, P.E. Advanced Engineering Group. P.C. '9�F �faiSltiAE®�``4Q f { PROJECT C NAME: ti�i ✓1 r�ca0 ADDRESS: PERMIT# p PERMIT DATE: ! 3 M/P: it2 3 p�-j LARGE ROLLED PLANS ARE IN: BOA SLOT Data entered in MAPS program on: c BY: s . Y � I 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map'- Parcel Bra L( Application # Health Division Date Issued q Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street AddressVillage Owner �o� �- Owner pis `j ye- r4'"4 Address �4 (uot 6j-,h V-/4 A Telephone //,,// .Permit Request d'l E'dDvk��o a�� "',_ (3) �i44-e-,14 1r� 0'e<�►®'1c Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio -0 6'00 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 ❑ 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 woLM coal stove: ❑a s ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn:U existing �3 ne size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other:. ' Dal 3 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ w Commercial U-re's ❑ No If yes, site plan review# 03d—a co rn Current Use IAn "-C wj Proposed Use S4 - -- -APPLICANT INFORMATION- ` //' (BUILDER OR HOMEOWNER) fame /E-e/ll, 1�erOolp Telephone Number -70t J G J-( 33 Y Address 96elvoli ��t License #�/0�(.3� 1_ �Q6" NLY 6 J 71 Home Improvement Contractor# Worker's Compensation # �. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE JAIIIJ '4 FOR OFFICIAL USE ONLY +,APPLICATION# s -DATE ISSUED MAP PARCEL NO. 4 ADDRESS VILLAGE OWNER ii :r DATE OF INSPECTION: r _-FOUNDATION~ FRAME INSULATION FIREPLACE Iy , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING Fpflz- 9eZF3�3 1 DATE CLOSED OUT ASSOCIATION PLAN NO. ". . _ The Commonwealth of Massachusetts ] t~ ~ Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite.100 Boston,MA 02114-2017 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Anulicant 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. ✓[] I 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 g. E]Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' comp.insurance . comp.insurance.t 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 1 I.[]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. ✓0 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. ;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 isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: The Hartford Policy#or Self-ins.Lic.#:04WEQT3295 Expiration Date:8/1/2013 Job Site Address: 414 !_46/n � City/State/Zip: 6G'LU141 N� G 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 certify u er the pains and enaldes a er'u that the in ormation provided above is true and correct Si afore: 4Date 3/7/13 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#: Client#:703814 SITEACQU1 AOOR& CERTIFICATE OF LIABILITY INSURANCE DAT 12612DIY 1226t2012 2 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 NCONTACT AME: USI Insurance Svcs of NE,Inc, ac°Nw Ext:603 625-1100 ac PO Box 6360 E-MAIL Manchester,NH 03108-6360 ADDRESS: 603 625-11 OO INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Liberty Surplus Insurance Corp. 10725 INSURED INSURERs:Starr Indemnity&Liability Co. 38318 Site Acquisitions,Inc. INSURER c:Hartford Casualty Insurance Co. 29424 dba SAI Communications INSURER D:Hanover Insurance Company 22292 22 Keewaydin Drive Hiscox Insurance Company 100 Salem,NH 03079 20 INSURERS: p Y 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. INSR ____ _ ADDLISUBR POLICYEFF I POLICYEXP I -..__ LIH I -IINSR IWVD' YOLCY tl/MS tF :MIUU7YY YY MMIUUlX YYYI - Lirdiiu A GENERAL LIABILITY I 100000327702 1/01/2013 01/01/201 EACH OCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY PREMISESEeEocccurrence $300 000 I CLAIMS-MADE �_� I `1C OCCUR I MED EXP(Any one person) $NO coverage rXBI,PD Ded:25000 PERSONAL&ADV INJURY $1 000,000 GENERAL AGGREGATE - $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-CAMP/OP AGG $2,000,000 POLICY X PRO JECT LOC I $ p AUTOMOBILE LIABILITY AWV697898704 1/01/2013 01/01/201 Cml EOaMaBINE .Id.DSINGLELIMIT $110001000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY P d $ AUTOS AUTOS (Per accent) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ B X UMBRELLA LIAB X I OCCUR SISCCCLO1701813 1/01/2013 01/01/2014 EACHOCCURRENCE $5000000 EXCESS LIAB CLAIMS-MADE AGGREGATE s5,000,000 DIED RETENTION$ $ C WORKERS COMPENSATION 04WEQT3295 8/01/2012 08/01/201 X WCSTATU- 04W AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1 OOO OOO OFFICER/MEMBER EXCLUDED? ® NIA - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1 000 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$1,000,000. D Installation Pol. IHV707584303 0110112013 01/01/201 $150,000/$2,500 ded. E Professional MPL105991912 6/02/2012 08i011201 q i i'r'1mi o tW-IW; �, �;v Lauu. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) This Certificate covers all operations usual and customary to the insured's - s CERTIFICATE HOLDER CANCELLATION "For information purposes only" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN J ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S9159290/M9158945 CBPZP Cotuit Fire/Rescue Department F 11ZE llLPARr1 TENTS OF T1-1E TOWN OF BARNSTABLE Fire Prevention Office - Hinckley Building 200 Main Street, Hyannis, MA 02601 (508) 862-4097 BUILDING CODE COMPLIANCE FORM Plans dated 311410 for the property located at �� fit{ rr�r � :��f ► also known as VW NwA�-e r /D `�� -����� have been reviewed by of the ❑ Barnstable ❑ COMM L'96�Cotuit ❑ Hyannis ❑ West Barnstable Fire Department. THE CHART BELOW INDICATES THE STATUS OF THE REVIEW:a TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report ✓ _ 2. Firefighting & Rescue Access _ 3. Hydrant Location &Water Supply - 4. Sprinkler Systems ✓ ---_I 5. Sprinkler Control Equipment 6. Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connection 9. Fire Protective Signaling System —. 10. F.P.S.S. & Annunciator Location 11. Smoke Control/Exhaust 12. Smoke Control Equipment Location 13. Life Safety System Features 14. Fire Extinguishing,Systems 15. F.E.S. Control Equipment Location 16. Fire Protection Rooms _ 17. Fire Protection Equipment Signage 18. Alarm Transmission Method v 19. Sequence of Operation Report 20. Acceptance Testing Criteria We believe this document to be complete and co mjpliant for the issuance of a building permit. h We have completed the acc p;anc Y testing f the occupancy permit and believe that within the scope of the building permit, the a ove is ues are i corn 1.pliance. try° + v_u' Ce c( '(a- • X LETTER OF AUTHORIZATION Town of Barnstable 200 Main Street Hyannis, MA 02601 To Whom It May Concern: I, Anton J. Miller-President of SITE ACQUISTIONS,INC. ("SAI")hereby grant the authority to the following employees:Keith Barnard and/or Shawn Hancock 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 and Shawn Hancock are employees of Site Acquisitions,Inc. Site Acquisitions, Inc. -let Anton J. Miller-President Date: April 1,2013 22 Keewaydin Drive,Salem,NH 03079 (603)421-0470 Town of Barnstable 200 Main Street,Hyannis,Massachusetts. 02601 as 6&p1� Regulatory Services Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner Phone(508)8624615 Fax:(508)862-4125 www.townbamstable.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#032-12 - AT&T Mobility 414 Main Street,Cotuit Map 038,Parcel 004 Proposal: AT&T proposes to add 3 antennas and 6 remote radio heads and 3 surge arrestors to an existing wireless communications facility located on a fire district water tank within the applicant's 1.46 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: MA1093; Site Name: Cotuit" 6 Sheets, dated September 21,2012, 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, d. 2 /;�a o Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Ni y,Building Commissioner 5 "p°' � ► 9. 5 The Commonwealth of Massachusetts Department of Public Safety One Ashburton Place, Room 1301 Boston, Massachusetts 02108-1618 Phone (617) 727-3200 Fax (617) 727-5732 CONSTRUCTION CONTROL DOCUMENT Project Title: MA1093(Cotuit) Date: March 5,2013 Project Location: 414 Main Street,Cotuit,MA 02635 Scope of Project: Installation of telecommunication antennas and related appurtenances on existing water tank,and installation of radio equipment in shelter at grade. In accordance with SECTION 107.6 of the 8th edition of the Massachusetts State Building Code,1,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 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 egistered professional: t OF 1AWI4S� G� 0 o� MARC R: u CHRETIEN i CIVIL No.40313 i0 WSTEA�� � ®�f$SION 0,��®� January 3, 2013 Cotuit Fire District Water Department 4300 Falmouth Road Cotuit, MA 02635 Re: Letter of Authorization (MA1O93) Applicant: New Cingular Wireless, PCS, LLC, by its j manager, AT&T Mobility, Inc. Site Address: 414 Main Street Cotuit, MA „ 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 Town of Cotuit, 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, By: Lf-� { Name: -/,,s Title: E(\' x Hereunto Duly Authorized 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 02108-1512 Telephone: (617)727-9640 SITE ACQUISITIONS, INC. Summary Screen Help with this form ,����RequestaGertiflcate �;�x� The exact name of the Domestic Profit Corporation: SITE ACQUISITIONS,INC. Entity Type: Domestic Profit Corporation 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: t 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: 155 FEDERAL STREET, SUITE 700 2ND FLOOR City or Town: BOSTON State: MA Zip: 02110 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,Zip Code of Term, PRESIDENT ANTON MILLER Until Appt of - 4 GOLFVIEW RD., Successor WINDHAM,NH 03087 USA TREASURER DONNA M MILLER 4 GOLFVIEW RD. Until Appt of WINDHAM,NH 03087 USA Successor SECRETARY ANTON MILLER Until Appt of 60 CLEWLEY RD Successor MEDFORD,MA'02155 USA DIRECTOR ANTON MILLER Until Appt of 4 GOLFVIEW RD., Successor WINDHAM,NH 03087 USA http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 4/3/2013 IThe Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 2 of 2 1 1 DIRECTOR DONNA M MILLER. 4 GOLFVIEW RD. Until Appt of WINDHAM,NH 03087 USA Successor yi business entity stock is publicly traded: I The total number of shares and par value, if any,of each class of stock which the business entity is authorized to issue: I 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 i Select a type of filing from below to view this business entity filings: ALL FILINGS Administrative Dissolution s Annual Report §1 Application For Revival 4 ` Articles of Amendment r � ;" New S arch I,�� VlewFilings R� ��,.., ws��:��. i Comments ©2001-2013 Commonwealth of Massachusetts All Rights Reserved Help ri http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True&... 4/3/2013 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map . ' 3 Parcel Application #_3� t � � Health Division Date Issued l Conservation Division Application Fee Planning Dept. Permit Fee 3 Date Definitive Plan Approved by Planning Board yl/ Historic- OKH _ Preservation /Hyannis Project Street Address i/y M cr 14 ll r ,1 _ Village (o kl i Owner V:6+ ��0440[ __Address Pb &ox' MA OU35 Telephone // /I Permit Request a��s�tL 1:.,NORM&I 4^4) r�l.n Lc Wilkhllr✓ �Lf. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain _ -_Groundwater Overlay Project Valuation 15.000. 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: `O Yes�,',U No Detached garage: ❑ existing 0 new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑view _, ize_ x = ' Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: li Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ a s Commercial ❑Yes ❑ No If yes, site plan review # Current Use — Proposed Use APPLICANT INFORMATION /� (BUILDER OR HOMEOWNER) �. �� �'`L 1"7 y! 6 f 7 Name . _ Telephone Number �t �21 G1�O Address �� �5�,.,� T License # 2� y 1t y� F�c 7hmow. M b b-,45 ---- Home Improvement Contractor# _ Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO J4 CS11K.T 561 I;Al 35 SIGNATURE_ DATE (J ZS 11 ky FOR OFFICIAL USE ONLY z'VAPPLICATION# r DATE ISSUED MAP/PARCEL NO. i�. i ADDRESS VILLAGE OWNER x DATE OF INSPECTION: FOUNDATION 4 FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL 3 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING f DATE CLOSED OUT ASSOCIATION PLAN NO.,` wa' TRM n f -. September 21, 2011 Town of Barnstable 200 Main Street Hyannis, MA 02601 , RE:Sprint Site#BS13XC662 @ 414 Main Street Dear Sir or Madam: , As outlined in the attached plans and confirmed by the subsequent issuance of a building permit by the Town of Barnstable,your signature below confirms that no further zoning relief is required for the proposed site modifications at the above noted address. Thank you for your attention to this matter. Please feel free to contact me with any questions. - Jeff Simpson Tower Resource Management ` 16 Chestnut Street,Suite 220 Foxborough, MA 02035 508-274-6137 Cell 774-215-5423 Fax www.trmcom.com Signature: Title: • R - Date: R, 1 Tower.Resource Management Inc. 16 Chestnut Street, Suite 220 Foxborough, MA 02035 A& 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 BS73XCl 15 1364 Phinneys LanefRoute 132 Thank you for your attention to this matter. Please feel free to contact me with any questions. Justin Leland President Tower Resource Management 16 Chestnut Street,Suite 220 Foxborough, MA 02035 617-510-1115 Cell 774-215-5423 Fax www.trmcom.com Title: President Date: 9/22/11 TRM Inc. 16 Chestnut Street Suite 220 Foxborough, MA 02035 11/25/2011 10:00 508-428-7517 COTUIT WATER DEPT PAGE 02/02 zNa Towle of Barnstable all � Regulatory Services UUMMAM"m'B 'Thomas F.Geller,Director Building Division Tom Paily,Raflding Commissioner 200 Main Street,Hyanals,MBA 02601 www.town.barnstablama.na Office: 508-862-403 8 Fax: 508-790.6230 Property Owner Must Complete and Sig,This Section If Using;A build-ex Y, /__Is la/y yv,G�r�i� 9 ,as f the subject property' hereby authotize I`7h�dr ___9-v3 ,T to a.ct on my behalf, in altmatters relative to work authozized by this building permit. 414 Main Street-, Cotuit MA (Address of Job) "Pool.fences and alarms are the responsibility of the applicant, fools are not to be filled before fence is installed and pools ate not to be utilized until ill final inspections are performed and accepted. Signature of Owner Signature of A.ppli t Paint Name Niat Name D c Q:F0RMS:0WNERPP,RMIS510NP00I_S . The C;Iatramonwedith 6f.Matsseachuse s. Department o Indu,strid Accidents z Office ofInvestigations d 600 Washingtoh,Street 13ost6za� 1�dA 02111 m pa ww assgov/aliai Workers' Compensation Insurance Affidavit- uilders./Cont?actors/E ectn'c➢ans/Plumbers Applicant Ilnfon nation Please Print L.e bl Name (Business/Organization/Individual): TW yet/ Rf o✓art! A-s-1-4%--4L1 IA6A Address:__j Ck[ .!&5)6A ZZt� City/State/Zi.p: 1 �► MI oZo33 Phone#< Are you an employer?Check the appropriate box: Type of project.(re tir ed) 1.W I am a employer with 4: ❑ I am a general contractor and I ❑Nwconstrtictior employees(full and/or part-tinge):* have hared the sub-contractors 2.❑ I am a sole proprietor or parmer:, listed on.the attached sheet:I. 7 Remodeling ship and have no ewloyees These sub-contractors bave 8 F1 Demolition working for me in any capacity:. workers cow. insurance. 9. ❑ Building additiori [No workers' comp.iaasuran.ce 5. ❑ We are a;coaporation and its required.] officers Have exercised their lo:� Electricak repairs csr additions :3.❑ I.arn a homeowner dating all work; riAt,of exemption per.MGL l l e❑ Plumbing repairs or additions myself. [No workers'comp: c: .152, (4),and we have no 12.❑ Roof repairs insurance required:] t enVloyees. [No workers' 13:❑""Other, comp.insurance:required *riny applicant:tliat checks box#1 must also fill 'it y M 6i Lion: I3omeowners.who submit this affidavit mdica2ing they,are dmiig.all work:and then 1>tre outside contsact6n tnust's tbn-.d a new affidavit indictating.such ` tcont ractm thatcheck1his box must attached an additional sheet showing the name of t he sub-contmOots and their woikets'.comp.policy inforxreation; :I area an employer that is providing workers,'co'nip,ensgadon'sp4urance;for my employee& 14owisthepolkyandjoh,site informaatiara,. , insurance Company Natne: N vie„u /iai is ellet Policy##or Self ns.laic.#: Expiration,Date: �c_[ . 414 J�1 4lru'� p: Co�, MA a'zL3 `Job Sete.Address: LI/1 ..� Cityisrate/Zr 1 5 Attach a copy:of the Workers'compensation policy declaration page(showing<the policy,aauagsber and expiration date): Failure..to secure coverage as required under Seciaon 25A of-;MGL c.,152 can lr atl'to.the.izaipofiatiar,of ca rdainal penalties of a fine up to:$1;500.00.and/or one-year imprisonment,as well:.as civil penalties in the.form of a STOP WORK ORDER and a first of up to.S250.00'a dayagainst,the violator. Be advised that a copy of'this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verificatioxa. f do hereby certyr thaandpea o aerft pury 9at t e.snf®r rt s pr®vi leel above is tram and/Orre , i Si " ature` Dater 21 I'ltone.#! -7 51- 1 6.1'S6 Off`aeigal use only., Da not write in this area,to be.completed by citte vgava -` City or'fmr 'Permit/License# Y tssuih Authority(circle one) t.Board of Health:. 2.Building Departnient 3.City/Town Clerk 4.Electrical Inspector 5.Plu bing,faaspector 6.Other Contact Person: Phone#: S • e OP ID:JP YYY) DPY E(MM/D �- CERTIFICATE OF LIABILITY INSURANCE DATE(MMID IY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must ;;endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the po icy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s PRODUCER Insurance Agencies of Ohio 614848 3000 E� Joyce Pack O 7100 N High St Ste 300 614-848-7698 AI le, El:614-848.3000FAX Worthington,OH 43085-2333 E-MAIL ,No:614-848-7698 Ralph L Guarasci ADD :jpack insagenciesoh.com cLLsroMERlot.TOWER-1 INSURER($)AFFORDING COVERAGE NAIC# INSURED Tower Resource Management Inc M Rat A:Cincinnati Insurance Co 10677 979 South High St. WSURERB:American International Group Columbus,OH 43206 INSURER C: ENSURER 0: INSURERE: ._ 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. LTTRR TYPE OF DURANCE POLICY NUMBER MMIDDIYYYY pA IY Y LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,D00,00 A X COMMERCIAL GENERAL LIABILITY PP0817213 01101111 01101112 PREMISES Ea occurrence $ 500,00 CLAIMS-MADE OCCUR - NEED EXP(My one person) $ 10,00 X Contractual PERSONAL&ADVINJURY $ 1,000,00 X Broadened Gen Lia GENERAL AGGREGATE $ 2,000,00 GENT AGGREGATE LIMIT APPLIES PER: - PRODUCTS- $ 2,000,0 POLICY X PRO-CT El LOC $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT $ .1,000,00 . A X ANY AUTO PP0817213 01101M 1 01101/12 (Ea accident) • -ALL OWNEDAUTOS BODILY HJJRY(Per person) $ SCHEDULED AUTOS BODILY INJJRY(Per accident) $ • - PROPERTYDAMAGE $ H r2ED AUTOS - (Peraccidert) NON-OWNED AUTOS $ f UMBRELLA LIAB X OCCUR - EACH OCCURRENCE $ 5,000,00 EXCESS LIAR CLAMS�AADE AGGREGATE - $ 5,000,00 A PP0817213 01101/11 01/01/12 DEDUCTIBLE - $ X RETENTION $ Nil - $ _ WORKERS COMPENSATION - - WC STATU- OTH- ANDEMPLOYERS•LIABILITy X TORY LMITS ER. A ANY PROPRIETORIPARTNERIEXECUTIVE YIN H EMPL.LIABCPP081721 01101/11 01/01112 E.L.EACH ACCIDENT _ $ 1,000,00 OFFB ((Ma at ry! EXCLUDED? ❑ NIA C00342924 MA NH,NJ MD 03101/11 03/01/12 , E.L.DISEASE-EA EMPLOYEEI$ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 A nstanation Float PP0817213 01101/11 01/01112 linst Fltr 300,00 B rofess.Liability P50754 12JO5110 12/05111 E&O 2,000,00 DESCRIPTX)N 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- Automatic Additional Insured. CERTIFICATE HOLDER CANCELLATION SAMPL-3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN This is a Sample certificate y ACCORDANCE WITH THE POLICY PROVISIONS. To receive notice of ' Cancellation please call us at AUTHORIZED REPRESENTATIVE Insurance Agencies of Ohio 2 I ,� ©1989-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD aa��cY rsT aa�:�ats$ es��l�s � �a��ttlr��s ftdvklt,d to: wA m Y xx" 46 CHES7NUT ST*1 �. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel y 01 Application# Health Division (� t,/!�/ 17 Conservation Division Permit# 7 ` ° /2iu Tax Collector PAP V Date Issued Treasurer Application Fee r�� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address ��� Nld;•, st�a� Village 4,0±tA — Owner C�o t(A'# Fi-,L A Address 430o 6t In,►e TelephoneR�n1'7 Permit Request �l�i &,"K ,4- , �l rzti�-:,►.� M��� u ',�► O u L". ,1vt A"ie_�ayn ) Square feet: 1 st floor:existing proposed AA_ 2nd floor:existing proposed A14 Total new Zoning District Flood Plain X,1A Groundwater Overlay ItI lA Project Valuation 6W Construction Type Lot Size 2yo .Suf Grandfathered: ❑Yes R<o If yes, attach supporting dockumentatio Dwelling Type: Single Family ❑ Two Family ❑ .Multi-Family(#units) � f Age of Existing Structure Historic House: ❑Yes Q-4� On Old King's High.vay: ❑=Yes �_3_No- Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other r 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 A-11 Central Air: ❑Yes Qfr Fireplaces: Existing New Existing wood/coal stove: ❑Yes M-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 O Commercial S-Y6s- ❑No If yes, site plan review# Current Use -rl_lIce Proposed Use S. BUILDER INFORMATION.,:, Name CeLy e T CTa Ist, Telephone Number �/7 o270 9/6 Address !o P��w0J 0(? License# 0 413 673— �/I at Lin A 417 3 Y Home Improvement Contractor# Worker's Compensation# l v C y 3�S-C6 0 ALL CONSTRUCTION DEBRIS RESULTING FR M THIS PROJECT WILL BETAKEN TO Gth.��I� 9&C!1C1&'M SIGNA_�TURf? DATE a L FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: z , FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL },. GAS: ROUGH FINAL m r FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f i REGISTERED ARCHITECTURAL AND ENGINEERING SERVICES CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: PROJECT TITLE: G Cft-t C--1 I--e- TAOIL PROJECT LOCATION: Sfir< 1_ NAME OF BUILDING: Uac -hvi�s, SCOPE OF PROJECT: i�+a I••�c JL�l,e-,z s In accordance with Section 116.0 of the Massachusetts State Building Code,I,Nestor Popowych, Mass. Registration No. 9454,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: 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. I further certify 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 for the building permit and shall be responsible for the following as specified in Section 116.2 1. Review,for conformance to the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required materials. 3. Be present at intervals appropriate to the stage of construction to become,generally familiar with the program and quality of the work and to determine,in general,if the work is being performed in a manner consistent with the construction documents. Pursuant to Section 116.4,I shall submitperiodically,a ro ress re o"t ethe with per �c,�S��'T.pAR�y�T progress P g P � opo comments to the Milton Building Department. Upon Completion of + Work,i shall sub ' 4 � report as to the satisfactory completion and readiness of the project f' upa,' 2: No.9454 n 1 CHIC GO, x Signature Is Subs5y,ibed and sworn to me this day of 2006. OFMPG f I NOTARY PUBLIC My Commission Expires On OFFICIAL SEAL AUDREY DILL NOTARY PUBLIC.STATE OF ILLINOIS. RAY COMMISSION EXgpES:04//7l06 -1- i Marsh Page I of 3 MEMORANDUM OF INSURANCE DATE15-Feb-2006 This Memorandum is issued as a matter of information only to authorized viewers for their internal use only and confers no rights upon any viewer of this Memorandum. This Memorandum does not amend, extend or alter the coverage described below.This Memorandum may only be copied, printed and distributed within an authorized viewer and may only be used and viewed by an authorized viewer for its internal use. Any other use, duplication or distribution of this Memorandum without the consent of Marsh is prohibited. "Authorized viewer" shall mean an entity or person which is authorized by the insured named herein to access this Memorandum via http://www.marsh.com/moi?client=B071. The information contained herein is as of the date referred to above. Marsh shall be under no obligation to update such information. PRODUCER COMPANIES AFFORDING COVERAGE Marsh USA Inc. ("Marsh") Co.A Zurich American Insurance Company INSURED Co.B Ace American Insurance Company CH2M HILL Constructors, Inc. Co.0 Steadfast Insurance Company Co.D American Zurich Insurance Company COVERAGES HE 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 MEMORANDUM 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. CO TYPE OF POLICY NUMBER POLICY POLICY LIMITS LTR INSURANCE EFFECTIVE EXPIRATION LIMITS IN USD UNLESS DATE DATE OTHERWISE INDICATED A GENERAL GL0378472601 01-May-2005 01-May-2006 GENERAL USD 5,000,000 LIABILITY USD $500,000 SIR AGGREGATE COMMERCIAL PRODUCTS - USD 5,000,000 GENERAL LIABILITY COMP/OP AGG OCCURRENCE PERSONAL AND USD 1,500,000 DV INJURY EACH USD 1,500,000 OCCURRENCE FIRE DAMAGE USD 1,500,000 ANY ONE FIRE MED EXP (ANY ONE PERSON A AUTOMOBILE BAP837851610 01-May-2005 01-May-2006 COMBINED USD 2,000,000 A LIABILITY (AOS) 01-May-2005 01-May-2006 SINGLE LIMIT A ANY AUTO TAP837856010 BODILY INJURY A (rx) PER PERSON BODILY INJURY PER ACCIDENT PROPERTY DAMAGE B EXCESS XOOG22908571 01-May-2005 01-May-2006 EACH USD 3,000,000 LIABILITY OCCURRENCE UMBRELLA FORM AGGREGATE USD 3,000,000 GARAGE AUTO ONLY (PER LIABILITYACCIDENT) _ OTHER THAN AUTO ONLY: EACH ACCIDEN AGGREGATE D WORKERS WC837856611 01-May-200 01-May-2006 WORKERS COMP Statutory A COMPENSATION /WC837856510 01-May-200 01-May-200 LIMITS A EMPLOYERS C378476100 01-May-2005 01-May-200 EL EACH USD 1,000,000 LIABILITY CCIDENT HE PROPRIETOR/PARTNERS/ EL DISEASE - USD 1,000,000 EXECUTIVE POLICY LIMIT OFFICERS ARE: EL DISEASE - USD 1,000,000 EACH EMPLOYEE http:/%w�,,tiv.marsh.coma/MarsliPortal/Portal-\.Ialn?PID=Appkl.o1Pub]1c&acceptOrReject=ac,.. 2/15/2006 Marsh t Page 2 of=i INCLUDED A PROFESSIONAL EOC382962103 01-May-2005 01-May-2006 EACH CLAIM AND USD 1,000,000 LIABILITY TOTAL FOR ALL CLAIMS C CONTRACTORS CPL386445403 01-May-2005 01-May-2006 EACH CLAIM AND USD 1,000,000 POLLUTION TOTAL FOR ALL LIABILITY CLAIMS The Memorandum of Insurance serves solely to list insurance policies, limits and dates of coverage.Any modifications hereto are not authorized. 71 MEMORANDUM OF INSURANCE DATE 15-Feb-2006 This Memorandum is issued as a matter of information only to authorized viewers for their internal use only and confers no rights upon any viewer of this Memorandum.This Memorandum does not amend, extend or alter the coverage described below.This Memorandum may only be copied, printed and distributed within an authorized viewer and may only be used and viewed by an authorized viewer for its internal use. Any other use, duplication or distribution of this Memorandum without the consent of Marsh is prohibited. "Authorized viewer" shall mean an entity or person which is authorized by the insured named herein to access this Memorandum via http://www.marsh.com/moi?client=B071. The information contained herein is as of the date referred to above. Marsh shall be under no obligation to update such information. PRODUCER INSURED Marsh USA Inc. CH2M HILL Constructors, Inc. ("Marsh") ADDITIONAL INFORMATION In the policy language below, the words you or your means the Named Insured on the policy.The words us or we or our means the insurer of that policy: As respects the Commercial General Liability policy: Broad Form Additional Insured: All persons, organizations or entities for whose protection and benefit the Named Insured has agreed to name them as an additional insured by contract during the term of this policy indicating such coverage. However, insurance with respect to each person, organization or entity shall not exceed such coverage and/or limits of liability of the Named Insured. Primary and Non-Contributory: Additional Insured-Primary Coverage Schedule-Name of person or organization: Broad Form Additional Insured. Who is an Insured (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your work for that insured by or for you. Furthermore, the following is added to Section IV Commercial General Liability Conditions paragraph 4. Other Insurance: d)This insurance is primary for the person or organization shown in the schedule, but only with respect to liability arising out of your work for that insured by or for you. Other insurance afforded to that insured will apply as excess and not contribute as primary to the insurance afforded by this endorsement. Waiver of Subrogation (Blanket) Endorsement: The following is added to the Transfer or Rights of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from others, we agree to waive our rights of recovery.This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. Separation of Insureds: Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this Coverage Part to the first Named Insured, this insurance applies: a. As if each named insured were the only Named Insured; and b. Separately to each insured against whom claim is made or suit is brought. As respects the Commercial Automobile policy: Blanket Additional Insured: All persons, organizations or entities for whose protection and benefit the Named Insured has agreed to name them as an additional insured by contract during the term of the policy indicating such coverage. However, insurance with http:A/www.riiarsli.corn/MarsliPortal/PortaiMain'?PID=AppMoiPuhlic&acccptOrRejcct=ac... 2;�15/20Q6 Marsh Page i of i respect to each person, organization or entity shall not exceed such coverage and/or limits of liability of the Named Insured. Blanket Waiver of Subrogation: Transfer of Rights of Recovery Against Others To Us In the event of any payment under this policy, we waive our right of recovery against any principal for whom the Insured is operating under a written contract when such contract requires a waiver of subrogation. It is further agreed that work commenced under letter of intent or work order, subject to subsequent reduction to writing with customers whose customary contracts would require a waiver would also fall within this blanket waiver provision. Cross Liability: The inclusion of more than one corporation, person, organization, form or entity as insured under this policy shall not in any way affect the rights of any corporation, person, organization, form or entity either as respects any claim, demand, suit or judgment made or brought by or in favor of any other insured, or by or in favor of any employee of each other insured. This policy shall protect each corporation, person, organization, form or entity in the same manner as though a separate policy has been issued to each; but nothing herein shall operate to increase the company's liability as set forth elsewhere in this policy beyond the amount or amounts for which the company would have been liable if only one person or interest had been named insured. The Memorandum of Insurance serves solely to list insurance policies, limits and dates of coverage. Any modifications hereto are not authorized. http:/i,'«-ww.marsh.com/MarshPortal!Porta] lain`?PID=AppMoiPublic&acceptOrRej'ect-=-ic... 2/1 511 2006 License:CONSTRUCTION SUPERVISOR Numbet•: CS D43675 E3irthd 43 Exp1 1112007 Tr.no: f I694 . Resir�ctgt�: 00,: G ORGE T HALE 10 EIAFOOD DR. MARIO $ Commissloner ' 00-35,000 aS UW06:4 Space (UGL C.112 S.600 1A.LWsoury only :G-t&2 FamYty HOMES Failure to possess S current efL"-o1 the Aq®Ssachusc-as State Bultding Code if cause tb:revocation of this license. OiG SAFE CALL CENTER: (588)344-7233 February_ 27, 2006 Cotuit Fire District/Water Department Superintendent Ken Ventura 4300 Falmouth Rd, P.O. Box 451 Cotuit, MA 02635 (508)428-2687 Subject: (1093) Cotuit Water Tank 414 Main St. Cotuit, MA 02635 Dear Ken Ventura: SBA Network Services, Inc. is a contractor for New Cingular Wireless PCS, LLC, ("Cingular"), In order to maintain Cingular's commitment to the highest standards of service and technology, Cingular will need to provide maintenance to the equipment at the above referenced site. Pursuant to the Lease between New Cingular Wireless PCS and Cotuit Fire District/ Water Department, your consent is required for any modification to the site. Please indicate your consent by signing below and return this letter to me along with the enclosed plans, in the enclosed self-addressed stamped envelope. If you have any questions please contact Aaron Cowher(978)921-2779 Ext. 206. Please send all correspondence to: Cingular Wireless UMTS c/o SBA Network Services, Inc. 900 Cummings Center, Suite 316U Beverly, MA 01915 Sincerely, t SBA Network Services, Inc. Signature:1 Date: 0�/J. SBA Network Services,Inc. M 900(ummings(enter C3 Suite 3169 ®Beverly,MA 01915 ® Phone:978-911-1119 ® Fax:978-911-1641 ® www.sbasite.com ZISSON AND VEARA ATTORNEYS AT LAW 865 PROVIDENCE HIGHWAY DEDHAM, MASSACHUSETTS 02026-6825 TEL (781) 329-1 1 10 RICHARD L. ZISSON EDWARD E. VEARA FAX (781) 329-51 19 JILL J. BROFSKY E. JAMES VEARA 828 MAIN STREET-BOX 2031 PAUL V. BENATTI OLD KINGS HIGHWAY SARAH A. TURANO-FLORES DENNIS, MASSACHUSETTS 02638-0043 JOHN R. COSTELLO TEL (508) 385-6031 BENJAMIN E. ZEHNDER FAX (508) 385-6914 LORI CURTIS KRUSELL ALANNA D. BRAVMAN LISA M. WESTERVELT* *ALSO ADMITTED IN NEW YORK October 5, 2001 Robin C. Giangregorio Site Plan Review Coordinator Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Southwestern Bell Mobile Systems,LLC d/b/a Cingular Wireless 414 Main Street, Cotuit/Water Tower .Dear Ms. Giangregorio: This will respond to your correspondence of October 3, 2001. Please find enclosed a copy of the revised plan reflecting the elimination of the underground propane tank and replacement with a 500-gallon above-ground propane tank. Would you please review the plan, and, if appropriate, forward to my office written confirmation that the proposal requires neither site plan review nor zoning relief. Also please find enclosed a copy of the FCC license for the applicant for placement in this file. Thank you for your continued attention and assistance. Very truly yours, e jamin E. Zehnder BEZ/nn cc: Dan Bilizkian,Cingular Wireless 5 04 T '(71/ o 4T�w ---- --. ---- ^ram ,. _ -.------ ,- sec ;C Print Preview https://wtbwwwO5.fcc.gov/default-nh/Uls...riink_to_print_Ahome_html_890448-1A }JAIL 2 Approved by OMB r FCC 601 3060-0798 Main Form See Instructions for . public burden estimate FCC Application for Wireless Telecommunications Bureau ,Submitted 08/14/2001 Radio Service Authorization at 09:20AM I File Number: 0000558857 la)Existing Radio Service 1)Radio Service Code:CL Code: 2)Application Purpose:Modification 3a)If this request is for a Developmental Ucense,Demonstration Ucense,or a Special Temporary ! Authorization(STA),enter the code and attach the required exhibit as described in the instructions. !(N)D M S N/A j Otherwise enter.N(Not Applicable). _ 3b)If this request is for Special Temporary Authority due to an emergency situation,enter'Y; otherwise enter V.Refer to Rule 1.915 for an explanation of situations considered to be an (()Yes No i emergenry_ 14)If this request is for an Amendment or Withdrawal,enter the file number of the pending application! I File Number currently on file with the FCC. - 5)If this request is for a Modification,Renewal Only,Renewal/Modification,Cancellation of License, i Call Sign: Consolidate Call Signs,Duplicate Ucense,or Administrative Update,enter the call sign of the KNKN705 existing FCC license. 6)If this request is for a New,Amendment,Renewal Only,or Renewal/Modification,enter the requested authorization expiration date(this item is optional). _ 7)Is this request"major"as defined in Section 1.929 of the Commission's Rules when read in conjunction with the applicable radio service rules found in Parts 22 and 90 of the Commission's (N)Yes No Rules?(NOTE:This question only applies to certain site-specific applications.See the instructions i for applicability and full text of Section 1.929) ! I8a)Does this filing request a Waiver of the Commission's Rules? (N)Yes No lf"Yes',attach an exhibit providing the rule numbers and expanding circumstances. i 8b)If a feeabie waiver request is attached,multiply the number of stations(call signs)times the number of rule sections and enter the result 8c)Are the frequencies or parameters requested in this filing covered by grandfathered privileges, (N)Yes No ' previously approved by waiver,or functionally integrated with an existing station? 9)Are attachments being filed with this application? (Y)Yes No Applicant Information 10a)Taxpayer Identification Number.742955068---1 10b)SGIN:014 10c)FCC Registration Number(FRN):0004249660 i 11)Ucensee is a(n):Umited Liability Corporation j 12 First Name if individual• Mi: , Last Name: ;Suffix: j 13)Entity Name(if other than Individual):Southwestern Bell Mobile Systems,LLC 14)Name of Real Party in Interest of Applicant 15)Taxpayer.Identification Number. 16)Attention To:FCC Group i 17)P.O.Box: And/Or 18)Street Address:17330 Preston Road,Suite 100a j 19)City.Dallas 20)State_TX_ 21)ZIp:75252- 22)Telephone Number.(972)733-2000 (972)733-2852 -- --- 24)E-Mail Address: Contact Information (If different than applicant) X Print Preview httpsJ/wtbwww05.fcc.gov/default.sph/Uls...rlink to-print_Ahorne htzrJ 890448 LA 125)First Name:Jayne Name:Cano Suffix r F26)Entity Name:Name:Cingular Mraless LLC 127)P.O.Box: --7128)Street Address:17330 Preston Road.Suite I OOA 29)City Dallas -1 130)State:TX 1131)Zp:75252- 132)Telephone Number.(972)733-7018 _,:133)FAX(972)733-2852 3-4)E--Mall Address: Regulatory Status (Yes)Common Carrier 35)This filing is for authorization to provide or use the following type(s)of radio service offering Mon-Common Carrier I (enter all that apply): Private,internal communications Broadcast Services (.)Rand Manager ...... Type of Radio Service Fixed Yes)Mobile 36)This filing is for authorization to provide the following type(s)of radio service(enter all that apply): Bpdlolocadon O Satellite(sound) Broadcast Services 137)Interconnected Service? Y)Xes No I Fee Status :38jLs the Applicant exempt from FCC application fees? N)Yes No .139)Is the Applicant exempt from FCC regulator/fees? i(N)yes No Alien Ownership Questions (if any answer is Yes, attach exhibit explaining circumstances.) 40)Is_the applicant-a.foreign government or the representative of any foreign government? N)Yes Not 141)Is the applicant an alien or the representative of an alien? (N)Yes No 42)Is—the applicant a corporation organized under the laws of any foreign government? (N)Yes No 43)Is the applicant a corporation of which more than one-fifth of the capital stock is owned of record or voted by aliens or: their representatives or by a foreign government or representative thereof or by any corporation organized under the laws: (N)Yes No of a foreign country? 44)Is the applicant directly or indirectly controlled by any other corporation of which more than one-fourth of the capital stock Is owned of record or voted by aliens,their representatives,or by a foreign government or representative thereof, (N)Yes No or by any corporation organized under the laws of a foreign country? Basic Qualification Questions (if any answer is Yes, attach exhibit explaining circumstances.) 45)Has the applicant or any party to this application or amendment had any FCC station authorization,license,or I construction permit revoked or had any application for an initial,modification or renewal of FCC station authorization, N)Yes No! license,construction permit denied by the Commission? l46)Has the applicant or any party to this application or amendment,or any party directly or Indirectly controlling the applicant,ever been convicted of a felony by any state or federal court? (N)Yes No I 47)Has any court finally adjudged the applicant or any party directly or Indirectly controlling the applicant guilty of unlawfully monopolizing or attempting unlawfully to monopolize radio communication,directly or Indirectly,through . (N)Yes h1o; control of manufacture or sale of radio apparatus,exclusive traffic arrangement,or any other means or unfair methods of competition? 148)Is the applicant or any party directly or Indirectly controlling the applicant currently a party In any pending matter Y)Xe3 No referred to In the preceding two Items? 49) Race, Ethnicity, Gender of Applicant/Licensee (Optional) C Print Preview httpsJ/wtbwwwO5.fcc.gov/defaulLsohlUis...rlink to_print_Ahome_htm!_890418_IA American Indian or Alaska Native Hawaiian or Other Race: Aalan: Black or AMcan-American: White: Native: Padflc Islander. Not Hispanic or � [Ethnicity- Hispanic or Latino: Latino: Gender. Female: General Certification Statements 1)The applicant waives any claim to the use of any particular frequency or of the electromagnetic spectrum as against the regulatory power of the United States because of the previous use of the same,whether by license or otherwise,and requests an authorization In accordance with this application_— 2)The applicant certifies that grant of this application would not cause the applicant to be In violation of any pertinent cross-ownership,attribution,or spectrum cap rule.* 'If the applicant has sought a waiver of any such rule In connection with this application,it may make this certification i subject to the outcome of the waiver request_ 3)The applicant certifies that all statements made in this application and In the exhibits,attachments,or documents Incorporated by reference are material,are part of this application,and are true,complete,correct,and made In good faith. 4)The applicant certifies that neither the applicant nor any other party to the application Is subject to a denial of Federal i benefits pursuant to Section 5301 of the Antl-Drug Abuse Act of 1988,21 U.S.C.§862,because of a conviction for possession or distribution of a controlled substance.This certification does not apply to applications flied in services exempted under Section 12002(c)of the rules,47 CFR§1.2002(c).See Section 1.2002(b)of the rules,47 CFR§1.2002(b)for the definition of'party to the application'as used In this certification. 5)The applicant certifies that it either(1)has current Form 602 on file with the Commission,(2)Is filing an update Form 602 simultaneously with this application,or(3)is not required to file Form 602 under the Commission's Rules. ! 6)The applicant certifies that the facilities,operations,and transmitters for which this authorization is hereby requested are either.(1)categorically excluded from routine environmental evaluation for RF exposure as set forth in 47 C.F.R.§1.1307(b); or,(2)have been found not to cause human exposure to levels of radlofrequency radiation in excess of the limits specified inl 47 C.F.R.§§1.1310 and 2.1093;or,(3)are the subject of one or more Environmental Assessments filed with the Commission.; Signature 50)Typed or Printed Name of Party Authorized to Sign First Name:Kellye i Last Name:Abernathy Suffix , 51)Title:Asst VP-Regulatory Signature:Keliye Abernathy _ 52)Date:08/14/01 Failure To Sign This Application May Result In Dismissal Of The Application And Forfeiture Of Any Fees Paid ! WILLFUL FALSE STATEMENTS MADE ON THIS FORM OR ANY ATTACHMENTS ARE PUNISHABLE BY FiNE AND/OR IMPRISONMENT(U.S.Code,Title 18,Section 1001)AND/OR REVOCATION OF ANY STATION LICENSE OR CONSTRUCTION PERMIT(U.S.Code.Title 47,§312(a)(1)),AND/OR FORFEITURE(U.S.Code,Title 47,§503). j FCC 601 Wireless Telecommunications Services Schedule Approved by OMB Schedule D for 3060-0798 Station Locations and Antenna Structures See 60 Instrud9 i Main Form ons for public burden estimate 0/1AIn1 0.11 A11 ICPrint Preview httpsJ/wtbwwwOS.fcc.gov/defaultsph/il)s...rlink—to_print_Ahomc_htm)_890448_iA. 1)Action Requested:(M)edd Mod 2e1 2)Location Number..9 J 3)Location Description Code: 4)Area of Operation Code: 5)Location Name: F Fixed 6)FCC Antenna Structure Registration#or N/A(FAA Notification not Required):N/A 7)Latltude(OD-MM-SS.S): NAD83 ; 8)Longitude(ODD-MMSS.S): NAD83 42-1-19.0 (N)N or S 70-430.0 (W)g or W 19)Street Address,Name of Landing Area,or Other Location Description: 3"Route 6 10)City.North Truro — - , 11)State:AAA ---- --. 12)County.BARNSTABLE --- - 13)Elevation of Site AMSL 14)Overall Ht AGL Without 15)Overall Ht AGL With Appurtenances(meters)Cc' (meters)('a'in antenna structure Appurtenances(meters)('b'in antenna in antenna structure example): example): structure example): 53.3 33.5 52.1 1 16)Support Structure Type:MAST-Self-support structure 17)Location Number. 18)Radius(km): 19)Airport Identifier. 20)Site Status: (only for Area of Operation Code'A') 21)Maximum Latitude(DD-MM-SS.S): NAD83 i 22)Maximum Longitude(DDD-MMSS.S): NAD83 Use for rectangle only(Northwest comer) ON or S Use for rectangle only(Northeast comer) 0E or W 23)Do you propose to operate in an area that requires frequency coordination with Canada 7 OYes No, 24)Des(?iption:(only for Area of Operation Code'0') 25)Number of Units: O Hand Held _ O Mobile O Temporary Fixed O Aircraft O Itinerant 26)Would a Commission grant of Authorization for this I (N)Yes No location be an action which may have a significant environmental effect?See Section 1.1307 of 47 CFR. If'Yes',submit an environmental assessment as required by 47 CFR,Sections 1.1308 and 1.1311. 27)If the proposed site is located in one of the quiet zones listed in Item 17 of the Instructions,provide the date(mm/ddtyy)the proper authority was notified: Technical Data Schedule for the Approved by OMB FCC 601 3060-0798 Schedule F Cellular and Air-ground (Commercial Aviation) See 601 Main Form one Radiotele h Services i P 22 Instructions P ( ) for public burden estimate Cellular Unserved Area Information I1)Identify whether this is a New or Modification application for a Phase I unserved area or a Phase II unserved area '0 Phase I .as defined by 47 CFR Section 22.949(a).If so,complete Items 2 through S.as applicable. 0 Phase II 2) --- 3) 4) 5) Market Designator Market Sub-Market Designator Channel Blodc: Name Cellular System Identification Numbers 6)If this is a request to generate new system identification numbers,enter the number of new system identification numbers ; requested.Also attach an exhibit explaining the circumstances and use of the requested system identification numbers. ! 7) Action 8) SiD An SID AID AID Control Points 9) 11) 12) Action 10) Location Telephone A/M/D Control Point Number Street Address,City or Town,County,State Number �— 1 ;10 LLOWDER BROOK DR WESTWOOD NORFOLK MA (617)462-7094 I 'C Print Preview httpsJ/wtbwww05.fcc.gov/default.soh/Uls...rlink_to-Print_Ahome_html 890448 IA Commercial Air-ground Technical Parameters(Antenna Data) r 13) -- 14) 15) 16) 17) j 18) Action Channel Location Antenna ! Height to Top of Antenna AGL Maximum ERP A/M/D Block -; Number Number " (meters) (watts) Cellular Radial Data 19)Action.(M)A_dd Modify Delete _ 20)Location Number.9 :21)Antenna Number I .22)IF this location contributes to the CGSA,are you requesting that the CGSA boundary be determined (N)Yes No using an alternative method?If'Yes',attach an exhibit explaining circumstances. Azimuth - 23) 24) 25) (degrees from true Antenna Height AAT. Transmitting ERP Distance to CGSA north) (meters) (watts) (kilometers) 0' 76 2 75.860 - 45' 762 95.500 90' 76 2 37.150 ---- 3.2 - 135' 65.5 6.460 10.9 :70.4 10.850 T6.2 0.760 i 0.8 j I -_270° 176.2- 3.020 73.5 21.380 0.8 _ 315 �8.1 19)Ackion:(M_)Add Modify Delete ;20)Location Number.9 j 21)Antenna Number.2 22)IF this location contributes to the CGSA,are you requesting that the CGSA boundary be determined j using an alterative method?If'Yes'.attach an exhibit explaining circumstances. :(N)Yes No Azimuth 23) 24) 25) ! (degrees from true ; Antenna Height AAT Transmitting ERP Distance to CGSA (meters) (watts) (kilometers) 0' ;T6 2 0.580 5.750 2.4. J - . 900 36.310 i 3.2 ----180° f 70.4 r 79.430 j F11.3 i 225' -- --.762 21.880 0.8 -........._ .......--- ---- ------- 3.630 10.8 315' - - 73.5 '-_ 0.760_ 19)Actlon:(M)Add Modify Delete _ 20)Location Number.9 - 21)Antenna Number.3 22)IF this location contributes to the CGSA,are you requesting that the CGSA boundary be determined (N)Yes No using an alternative method?If'Yes'.attach an exhibit explaining circumstances. Azimuth I 23) 24) 25) (degrees from true i Antenna Height AAT I Transmitting ERP Distance to CGSA j north) y (meters) I (watts) (kilometers) 45' i 762 2.000 2.4 90' 76 2 1.070 3.2 135' ;65.5 1.380 10.9 ...__......•. _...... -_..... . ..... -..--.----------- 180' 70.4 11.200 225' 76.2 56 230 0.8 270' 76.2 100.000 315' 73.5 57.540 8.1 I certify that(1)the maximum ERP for the proposed cellular base or repeater station will never exceed 500 Watts and(2)If the j distance to the SAS as calculated in accordance with 47 CFR§22.911 exceeds 79.1 km(45 miles)(Gulf of Mexico MSA)or 40.2 km (25 miles)(all other cellular markets).I have coordinated such use with the licensees of all affected cellular systems on the same channel block within 121 km(75 miles)and concurrence has been obtained from each licensee. ; 'C Print Preview httpsJ/wtbwwwO5.fcc.gov/defauJ* VLlls...riink_to_print_Ahome_html_890448_IA Attachment Ust r Attachment Type; Date Description Contents Other - j O 8//10/01 Attachment 1 17677904.0.pdf Other j OS/10/O1 Attachment 2 117677905.0.pdf r FCC Form 601 Attachment 1 Page 1 of 2 RESPONSE TO QUESTION 48 Cingular Wireless LLC ("Cingular'�, the real party in interest,hereby submits this response to Question 48 of the FCC Form 601 concerning allegations against various indirect subsidiaries or affiliates of Cingular. While these cases may fall outside the scope of disclosures required by Question 48, they are nevertheless being reported out of an abundance of caution. On April 27, 1998, Group Dealer Services, Inc. d/b/a The Cellular Connection v. Southwestern Bell gr1reless Inc. and Southwestern Bell Mobile Systems, was filed in Bexar County District Court. Southwestern Bell Wireless Inc. ("SWBW)and Southwestern Bell Mobile Systems are defendants. Plaintiff alleges a scheme to"squeeze"agents out of business using various unlawful means. The court granted partial summary judgment to SWBW on November 11, 1999,and the case was removed to the United States District Court for the Western District of Texas on March 27, 2000. Motion for summary judgment on all remaining claims is pending. On August 3, 1999, Communication Station, Inc. v. 7-Eleven Inc., f/k/a Southland Corporation and Southwestern Bell 1Fireless, Inc., No. 348-178492-99, was filed in the District Court of Tarrant County, Texas. SWBW is a defendant, along with 7-Eleven, Inc. Among other things, plaintiff alleges that defendants, with whom it allegedly had exclusive contracts, violated Texas antitrust law in connection with the sale of prepaid cellular phone activation products and services. A second amended complaint was filed on August 2, 2000, in which SBC Corporation ("SBC'j, as well as three other affiliates of SBC, were named as defendants. The parties have reached a settlement in principle and are documenting the terms to dismiss the case. On November 3, 1999,American Cellular et al. v. Long Branch Telephone, et al.,was filed in the Superior Court of New Jersey. The case was subsequently removed to the United States District Court of New Jersey in December 1999 and docketed as Case No. 99-5783. Cellular One became a defendant when Long Branch Telephone and another defendant dissolved and were acquired by a former Cellular One entity now affiliated with Cingular. Cell South of New Jersey, LLC is another defendant. Plaintiff alleges, among other things, federal and state antitrust violations based upon defendants' refusal to allow plaintiff to become a "Master Dealer." Discovery is ongoing. On March 7,2000,In re Cellular Headquarters, Inc.; Cellular Headquarters, Inc. v. Comcast Cellular Communications, Inc., et al.,No. 00-1067 was filed in the District of New Jersey. Plaintiff, a Cingular sales agent, alleges a breach of the terms of his franchise agreement due to changes in the commission structure for outside sales agents, the alleged failure to "promote" the sales force through advertising,and anticompetitive steps towards its outside sales agents. The case is currently in discovery,with a discovery cut-off(by mutual agreement of the parties) at the end of August. i FCC Form 601 Attachment 1 Page 2 of 2 On January 18, 2001, Westside Cellular, Inc. d/b/a Cellnet of Ohio v. New Par, Case No. 1:01CV0505 was filed in.-Cuyahoga County, Ohio. The case was later removed to the Northern District of Ohio. Ameritech Mobile Communications ("AMC'), among others, is a defendant. Plaintiff asserts that defendants allegedly discriminated against resellers in favor of dealers by imposing different terms and conditions. Plaintiff obtained an adverse order on the issue of liability from the Ohio PUC against AMC. A notice of appeal of the Ohio PUC decision was filed with the Ohio Supreme Court on June 25, 2001. A motion to remand the damages case is pending. k-:t•urm 1Y)-MIN i AULL voAZ;Un nrip.:,ncngi toss.rcc.guv:,W'cgrofrvws.cxupiLKDIurnwComtnonI59/printedI59.ht MA.,2- READ INSTRUCTIONS BEFORE FEDERAL COMMUNICATIONS'COMMISSION _APPROVED BY OMB 3060-008 REMITTANCE ADVICE PROCEEDING PAGE NO_L OF 1)LOCKBOX a358994 SECTION A-Payer Information 2)PAYER NAME(if paying by credit card.enter name exactly as it appears on your card) 3)TOTAL AMOUNT PAID(dollars and cents) Southwestern Bell Mobile Systems,LLC 85.00 4)STREET ADDRESS LINE NO. l 17330 Preston Road,Suite 100a 5)STREET ADDRESS LINE NO.2 (6)CITY 7)STATE (8)ZIP CODE allas rrX 5252 9)DAYTIME TELEPHONE NUMBER(INCLUDING AREA CODE) 10)COUNTRY CODE(IF NOT IN U.S.A.) ' 972)733-2000 :If traatc and tt[a &x pp)lrai;t�use continuation sheer; C4�li'l orriuF59 SECTION B-Applicant Information 11)APPLICANT NAME(if paying by credit card,enter name exactly as it appears on your card) Southwestern Bell Mobile Systems,LLC 12)STREET ADDRESS LINE NO. l 17330 Preston Road,Suite 100a l3)STREET ADDRESS LINE NO.2 g(1allas 4)CITY 15)STATE 16)ZIP CODE X P5252 17)DAYTIME TELEPHONE NUMBER(INCLUDING AREA CODE) 18)COUNTRY CODE(IF NOT IN U.S.A.) (972)733-2000 SECTION C-Payment Information 19A)FCC Call Sign/Other ID 20A)Payment Type Code(PTC) r IA)Quantity K22A)Fee Due for(PTC)in Block KNKN7( CDC 1 OA "I ' $85.00 = � 23A)FCC CODE 1 24A)FCC CODE 2 0000558857 19B)FCC Call Sign/Other ID 2OB)Payment Type Code(PTC) 21B)Quantity 22B)Fee Due for(PTC)in Block .CCrUse 23B)FCC CODE I 24B)FCC CODE 2 (19C)FCC Call Sign/Other ID 20C)Payment Type Code(PTC) 21C)Quantity 22C)Fee Due for(PTC)in Block CC U§e;0"-- OC 23C)FCC CODE I 24C)FCC CODE 2 19D)FCC Call Sign/Other ID 20D)Payment Type Code(PTC) T!i—D)—Quan't1—tyK22D)Fee Due for(PTC)in Block CC Use:On x1r r ' I(23D)FCC CODE I 24D)FCC CODE 2 T. .,.., -r SECTIONLY:;`�axpaYetInfamtation;(Required� (25) 26)Complete this block only if applicant name in B-1 I is different from payer name in A-2 PAYER TIN 0742955068 APPLICANT TIN 0742955068 SECTION E-Certification 27)CERTIFICATION STATEMENT Kellye Abernathy,certify under penalty of perjury that the foregoing and supporting Information (PRINT NAME) re true and correct to the best of my knowledge,Information,and belief.SIGNAT RE SECTION F-Credit Card Payrn fdVnatiori .2 8/14/01 8:21 AM r FCC Form 601 Attachment 2 Page 1 of 1 SOUTHWESTERN BELL WIRELESS MOBILE SYSTEMS,LLC DOMESTIC PUBLIC CELLULAR RADIO TELECOMMUNICATIONS SERVICE CALL-SIGN KNKN705,MA2-BARNSTABLE,MA NECMA CITY, STATE Srm Nature of Modification Truro,MA Truro Modifying coordinates, ground elevation and heights The 32dBu contour for the Truro site does not affect the existing cellular geographic service area (CGSA) or service area boundary (SAB)but continues to extend in the Atlantic Ocean, which is an adjacent water area not designated as an MSA or RSA entity by the Commission. In accordance with FCC Rule 22.911, a 98' minimum is used in calculations and .1 Watts, or 27 dB less than the maximum ERP is used in calculations. This attachment is being submitted with an electronically filed form 601, which reflects the associated engineering. A check in the amount of$85.00 will be filed under separate cover. This cell site supports the existing cellular system, and therefore, serves the public interest, convenience, and necessity. Paye 1 of 1 Benjamin E. Zehnder From: Bilezikian, Dan <Dan.Bilezkian@cingular.com> To: <bez@cape.com> Sent: Tuesday, September 18, 2001 2:33 PM Subject: FW: Cotuit > -----Original Message----- • From: Steverman, Susan > Sent: Tuesday, September 18, 2001 11:30 AM > To: Bilezikian, Dan > Subject: RE: Cotuit > yes, there is only one license and I'm told it's the one I gave you > yesterday. > Susan > -----Original Message----- • From: Bilezikian, Dan > Sent: Tuesday, September 18, 2001 11:28 AM > To: Steverman, Susan > Subject: FW: Cotuit > There's only one license for the Cape, correct? The one for Truro applies > to Cotuit as well? > Dan > -----Original Message----- • From: Benjamin E. Zehnder [.S.MTP.:bez@_cape_._co,.m,j > Sent: Tuesday, September 18, 2001 '10:18 AM > To: Bilezkian, Dan > Subject: Cotuit > Hi Dan: Thanks for the FCC license. It appears to be a license for the > Truro location. Would you mind taking a look at it and letting me know if > I need to submit a different license for the Barntable (Cotuit).location? > Thanks, Ben 9/19/01 EXISTING T-MOBILE ANTENNA EXISTING T-MOB/LE TMA (2 PER SECTOR, TOTAL OF 6)- (I PER SECTOR, TOTAL OF J) TOP OF WATER TANK T - PROPOSED T-MOBILE ANTENNA ELEV.=16B.0't AGE TO REPLACE EXISTING ANTENNA PROPOSED Y-MOBILE ANTENNAS (1 PER SECTOR, TOTAL OF 3) - - ELEV,=160.0 f AGL �_EX/STING_T-MOB/LE ANTENNAS ELEV.=160.OYf AGL PROPOSED T-MOBILE RRU (1 PER SECTOR,TOTAL OF 3) EXISTING PANEL ANTENNA BY OTHERS (TYP) (12) EX/STING T-MOBILE EXISTING 168' COAX CABLES TO REMAIN WATER TANK EXISTING HYBRID CABLE TO T-MOBILE ANTENNAS (USE SPARE DC/FIBER LINES FOR PROPOSED ANTENNA INSTALLATION) (TYP PER SECTOR) GROUND LEVEL , ELEV=0.0't AGL ELEVATION + LE-2 SCALE:N.T.S. DEVELOPMENT CONTRACTOR SIGNATURE BLOCK: PER FCC MANDATE, ENHANCED EMERGENCY (E911) SERVICE IS REQUIRED TO DESIGN MEET NATIONWIDE STANDARDS FOR WIRELESS COMMUNICATIONS SYSTEMS. LEASING: ___________________ DATE: LESSEE/LICENSEE IMPLEMENTATION REQUIRES.DEPLOYMENT OF EQUIPMENT AND ZONING: ___________________ DATE: ANTENNAS GENERALLY DEPICTED ON THIS PLAN, ATTACHED TO OR MOUNTED IN OG)CLOSE PROXIMITY TO THE BTS RADIO CABINETS. LESSEE/LICENSEE RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND RF: - DATE: / /__ Cu LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS. + • CONSTRUCTION: ------_----------- DATE: SUBMITTALS °T° ° -mobile 4HY0559B PRELIMINARY 05/06/15 TOTALLY COfr�MOTTED T-MOBILE NORTHEAST LLC HY559/COTUIT WT REVISED 05/19/15 15 COMMERCE WAY,SUITE B 414 MAIN STREET NB-C ENGINEERING SERVICES,L.C. NORTON,MA 02766 COTU IT, MA 02635 --TBv PABWNAY WEST OFFICE:(508)286-2700 oeeuH BALL surtEzio FAX:(508)286.2893 LUE BELL VA 19aR "�°'� SHEET 2 OF 3 ; j 4- 7 r I Q34�3D Pat ILIocc o3� �� r r �� CLOUGH, HARBOUR& ASSOCIATES LLP L_q ENGINEERS, SURVEYORS, PLANNERS &LANDSCAPE ARCHITECTS 171 PARK AVENUE P.O. BOX 626 WEST SPRINGFIELD, MASSACHUSETTS 01 090-06 2 6 TEL: 41 3-746-0796 • FAX: 413-746-0995 November 4, 1999 Mr. Tom Perry Building Dept. Town of Hyannis 367 Main St. Hyannis Port, MA 02647 W RE: SPRINT SPECTRUM L.P. SITE #BSi3AC622B FINAL CONSTRUCTION SITE VISIT FOR SITE LOCATED AT COTUIT WATER DISTRICT,MAIN ST. HYANNIS, MA 02647 CHA PROJECT NO. 8131.55.72 Dear Mr. Perry: A progress and a final inspection have been conducted at this site. Based on the final in it.is determined the site has been.constructed in general conformance to the previously approved plans and applicable Massachusetts State Codes and Engineering Practices. If you have any questions or-comment concerning this matter, please do not hesitate to contact me at(518) 453-3945: Very truly yours, N 0 T Ho sq�s CL0UGH,HARBOUR &ASSOCIATES LLP . Engin ers, Surveyors,planners J ST L & a dscape Ar hit e is IS NAIL.SSrONA1.� Thomas L. O'Brien, P..E. Partner cc Nola Lencsak,Sprint Manwah Bill Daniels, Atlantic Western Kevin Nulton, Brown, Rudnick, Esq. Kevin"Washburn, CHA, Rocky Hill Be 'CHA File "' rnie Buff; - M:\8131\Correspondence\Harwich.doc . :. ,�_ ...t_ ....-, `:i Y.•, ` v, a e.e ..1 ..{..:11. ,.... !' . a ill F_� Y. Q,frceS Throughout the Eastern United States "Satisfying Our Clients by Meeting Their Needs Through Dedicated People Committed to Total Quality." v f . ZISSON AND VEARA ATTORNEYS AT LAW 865 PROVIDENCE HIGHWAY DEDHAM, MASSACHUSETTS 02026-6825 TEL (781) 329-1 1 10 RICHARD L. ZISSON - EDWARD E. VEARA FAX (781) 329-51 19 JILL J. BROFSKY E. JAMES VEARA 828 MAIN STREET—BOX 2031 PAUL V. BENATTI OLD KINGS HIGHWAY SARAH A. TURANO—FLORES DENNIS, MASSACHUSETTS 02638-0043 JOHN R. COSTELLO TEL (508) 385-6031 BENJAMIN E. ZEHNDER FAX (508) 385-6914 LORI CURTIS KRUSELL ALANNA D. BRAVMAN LISA M. WESTERVELT* c Septennber 19, 2001 .ALSO ADMITTED IN NEW YORK .Robin C. Giangregorio Site Plan Review Coordinator Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Southwestern Bell Mobile Systems, LLC d/b/a Cingular Wireless „<w .mow ,��,. .; Cotuit Water Tower/414 MamStreet Cotut/Map 38, Parcel 4 Dear Robin: This will respond to your request of last week. I have enclosed relative to the Cingular Wireless Cotuit Water Tower installation, a copy of the FCC License for this area. I_have attached a copy of my e-mail communications with Cingular representatives confirming that this license includes the Barnstable area. - Please call me with any questions or comments. Very truly yours, Venjamin E. Zehnder BEZ/lmb Enclosure cc: Dan Bilizkian,Cingular Wireless I Print Preview https://wtbwww05.fcc.gov/default.spWUls...dirk_to_print Ahome html_894448_IA MA 2 Approved by OMB r ` FCC 601 3060-0798 Main Form public Instructions for public burden estimate FCC Application for Wireless Telecommunications Bureau Submitted 08/14/2001 Radio Service Authorization at 09:20AM i I 'File Number: A 000558857 1)Radio Service Code:CL : 1a)Existing Radio Service Code: 2)Application Purpose:Modification 13a)If this request is for a Developmental License,Demonstration License,or a §peciai Temporary Authorization(STA),enter the code and attach the required exhibit as described In the instructions. !(N)D M S N/A Otherwise enter N(Not Applicable)._ 3b)If this request is for Special Temporary Authority due to an emergency situation,enter'Y; ! otherwise enter'N'.Refer to Rule 1.915 for an explanation of situations considered to be an ()Yes No ? emergency_ ! 4)If this request is for an Amendmenf or Withdrawal,enter the file number of the pending application File Number. currently on file with the FCC. _..............._..._...._......... .__._.._......._..._.._..._.._.... -----..__--------..—_..---- 5)If this request is for a Modification,Renewal Only,Renewal/Modification,Cancellation of License, Consolidate Call Signs,Duplicate License,or Administrative Update,enter the call sign of the !Call Sign: t KNKN705 existing FCC license. 6)If this request is for a New,Amendment,Renewal Only,or Renewal/Modification,enter the requested authorization expiration date(this item Is optional). 7)Is this request"major'as defined in Section 1.929 of the Commission's Rules when read in —! conjunction with the applicable radio service rules found In Parts 22 and 90 of the Commission's. (N)Yes No Rules?(NOTE:This question only applies to certain site-specific applications.See the Instructions ! for applicability and full text of Section 1.929) 8a)Does this filing request a Waiver of the Commission's Rules? +(N)Yes No If'Yes'.attach an exhibit providing the rule numbers and expanding circumstances. t 8b)If a feeable waiver request is attached,multiply the number of stations(call signs)times the number of rule sections and enter the result. 8c)Are the frequencies or parameters requested In this filing covered by grandfathered privileges, (N)Yes No previously approved by waiver,or functionally integrated with an existing station? _, 9)Are attachments being filed with this application? j(Y)Yes No Applicant Information 10a)Taxpayer Identification Number.742955068 10b)SGIN:014 10c)FCC Registration Number(FRN):0004249660 i 11)Licensee Is a(n):_Limited Liability Corporation 12 First Name if Individual): i MI: Last Name: Suffix: �_. ... _....�........ ......__.._._..- . ......._....__._._.__..._.... - -' _-- .. _.. -._..__.._i 13)Entity Name(if other than Individual):Southwestern Bell Mobile Systems,LLC 14)Name of Real Party in Interest of Applicant:. 15)Taxpayer Identification Number. 1.6)Attention To:FCC Group f 17)P.O.Box: And/Or ; 18)Street Address:17330 Preston Road,Suite 100a 19)City-Dallas 20)State:TX 21)Zip:75252- 22)Telephone Number.(972)733-2000 23)FAX:(972)733-2852 — - 24)E-Mail Address: Contact Information (If different than applicant) Page 1 of 1 Benjamin E. Zehnder From: Bilezikian, Dan <Dan.Bilezkian@cingular.com> To:. <bez@cape.com> Sent: Tuesday, September 18, 2001 2:33 PM Subject: FW: Cotuit > -----Original Message----- • From: Steverman, Susan > Sent: Tuesday, September 18, 2001 11:30 AM > To: Bilezikian, Dan > Subject: RE: Cotuit > yes, there is only one license and I'm told it's the one I gave you. > yesterday. > Susan > -----Original Message----- • From: Bilezikian, Dan > Sent: Tuesday, September 18, 2001 11:28 AM > To: Steverman, Susan > Subject: FW: Cotuit > There's only one license for the Cape, correct? The one for Truro applies > to Cotuit as well? > Dan > -----Original Message----- • From: Benjamin E. Zehnder [SMTP:_bez@cape..com.] > Sent: Tuesday, September 18, 200.1 10:18 AM > To: Bilezkian, Dan > Subject: Cotuit > Hi Dan: Thanks for the FCC license. It appears to be a license for the > Truro location. Would you mind taking a look at it and letting me know if > I need to submit a different license for the Barntable (Cotuit) location? > Thanks, Ben 9/19/01 •X Print Preview https://wtbwwwos.fcc.gov/default.sph/Uls...riink to-Print_Ahome html_890448_IA 125)First Name:Jayne MI: IFL,—!—St Name:Cana r F26_)Entity Name:CIngular WIrei-ess LUC —7 F28)—Street Address:17330 Preston Road,Sufte 100A Pp) 130)State:TX 1131)Zip:'75252 132)Telephone Number.(972)733-7018 !L3)FAX'(972)733-2852 134)E71VIall Address Regulatory Status (Y03)Common Carrier 35)This filing is for authorization to provide or use the following type(s)of radio service offering Non-Common Carrier (enter all that apply): OErivate.Internal communications, O Broadcast Services Rand Manager Type of Radio Service O Fixed Y03)Mobile 36)This filing Is for authorization to provide the following type(s)of radio service(enter all that apply): flpdlolocation Satellite(sound) Broadcast Services W)Interconnected Service? Y)Xes No Fee Status 138)Is the Applicant exempt from FCC application fees? (N)Yes No 39)Is the Applicant exempt from FCC regulatory fees? I F(N)XeS No Alien Ownership Questions (If any answer is Yes, attach exhibit explaining circumstances.) 40)Is the applicant a foreign government or the representative of any foreign government? (N)Yes No. �RJTIS the applicant an alien or the representative of an alien? ](N)Yes Nol 142)Is the applicant a corporation organized under the laws of any foreign government? (N)Xes No 143)Is the applicant a corporation of which more than one-fifth of the capital stock Is owned of record or voted by aliens or their representatives or by a foreign government or representative thereof or by any corporation organized under the laws:(N)Xes k!o of a foreign country? '144)Is the applicant directly or indirebtly controlled by any other corporation of which more than one-fourth of the capital stock Is owned of record or voted by aliens,their representatives,or by a foreign government or representative thereof, (N)Yes No or by any corporation organized under the laws of a foreign country? J Basic Qualification Questions (If any answer is Yes, attach exhibit explaining circumstances.) 45)Has the applicant or any party to this application or amendment had any FCC station authorization,license,or construction permit revoked or had any application for an Initial,modification or renewal of FCC station authorization, (N)Yes No! license,construction permit denied bye Commission? 46)Has the applicant or any party to this application or amendment,or any party directly or Indirectly controlling the applicant,ever been convicted of a felony by any state or federal court? 47)Has any court finally adjudged the-applicant or any party directly or Indirectly controlling the applicant guilty of unlawfully monopolizing or attempting unlawfully to monopolize radio communication,directly or Indirectly.through (N)Yes No control of manufacture or sale of radio apparatus,exclusive traffic arrangement,or any other means or unfair methods of 1competition? 148)Is the applicant or any party directly or Indirectly controlling the applicant,currently a party In any pending matter (Y):Xw No referred to In the preceding two Items? 49) Race, Ethnicity, Gender of Applicant/Licensee (Optional) 'C Print Preview, ,https://wtbwww05.fcc.gov/default.sph/Uls...riink to-Print Ahome html_890448_IA American Indian or Alaska Native Hawaiian or Other Whi Race: Asian: Black or African-American: ff: Native: _ _ Padllc Islander. Ethnlclty FH1snic or no: Not Hlapanic or Latino: _, Gender. Female: General Certification Statements 1)The applicant waives any claim to the use of any particular frequency or of the electromagnetic spectrum as against the j regulatory power of the United States because of the previous use of the same,whether by license or otherwise,and requests an authorization In accordance with this application__ 2)The applicant certifies that grant of this application would not cause the applicant to be in violation of any pertinent cross-ownershlp,attribution,or spectrum cap rule' *If the applicant has sought a waiver of any such rule In connection with this application,it may make this certification i subject to the outcome of the waiver request. 3)The applicant certifies that all statements made In this application and in the exhibits,attachments,or documents Incorporated by reference are material,are part of this application,and are true,complete,correct,and made in good faith. 4)The applicant certifies that neither the applicant nor any other party to the application Is subject to a denial of Federal i benefits pursuant to Section 5301 of the Anti-Drug Abuse Act of 1988,21 U.S.C.§862,because of a conviction for possession or distribution of a controlled substance.This certification does not apply to applications filed In services exempted under Section 12002(c)of the rules,47 CFR§1.2002(c).See Section 1.2002(b)of the rules,47 CFR§1.2002(b)for the definition of'party to the application'as used in this certification. i 5)The applicant certifies that it either(1)has current Form 602 on file with the Commission,(2)Is filing an update Form 602 simultaneously with this application,or(3)is not required to file Form 602 under the Commission's Rules. 6)The applicant certifies that the facilities,operations,and transmitters for which this authorization Is hereby requested are either:(1)categorically excluded from routine environmental evaluation for RF exposure as set forth in 47 C.F.R.§1.1307(b); or,(2)have been found not to cause human exposure to levels of radlofrequency radiation in excess of the limits specified Inl 47 C.F.R.§§1.1310 and 2.1093;or,(3)are the subject of one or more Environmental Assessments filed with the Commission.; Signature _ 50)Typed or Printed Name of Party Authorized to Sign First Name:Kelry a MI: i t Name:.Abernathy Suffix: . ....... ... .......-- ...... _.....-) -- Las�— -- 51)Title:Asst.VP-Regulatory Signature:Kellye Abernathy 52)Date:08/14/01 I Failure To Sign This Application May Result In Dismissal Of The Application And Forfeiture Of Any Fees Paid ! i WILLFUL FALSE STATEMENTS MADE ON THIS FORM OR ANY ATTACHMENTS ARE PUNISHABLE BY FINE AND/OR j IMPRISONMENT(U.S.Code,Title 18,Section 1001)AND/OR REVOCATION OF ANY STATION LICENSE OR CONSTRUCTION PERMIT(U.S.Code,Title 47,§312(a)(1)),AND/OR FORFEITURE(U.S.Code.Title 47,§503). - FCC 601 Wireless Telecommunications Services Schedule Approved by OMB Schedule D for 3060-0798 Station Locations and Antenna Structures See 60 Instructi Main Formions for public burden estimate _ r 011,4/nl 0.19 A lk V Print Preview https://wtbwwNvO5.fcc.pv/default.spWU]s...riink_to_nint_Ahome html_890448_1A 1)Action :Requested d i r _ _(�Add.�. .._p° .. .. __ ._...._ __._......_°2)Location Number..9 3)Location Description Code: 4)Area of Operation Code: 5)Location Name: F Fixed 6)FCC Antenna Structure Registration#or N/A(FAA Notification not Required):N/A ,[7)Latltude(DO-MM-SS.S): NA083 8)Longitude(DDD-MM-SS.S): NAD83 42-1-19.0 (N)N or 1 70-"0.0 (W)t or IV l9)-street`Address,Name of Landing Area,or Other Location Description: i_44-Roae 66 10)City North Tru[o� .��-- 11_)_State:_MA� __.....___—.._.__`: 12)County:BARNSTABLE i 13)Elevation of Site AMSL 14)Overall Ht A Without 15)Overall Ht AGL With Appurtenances(meters)Cc' (meters)('a'in antenna structure Appurtenances(meters)('b'in antenna 'in antenna structure example): example): structure example): 53.3 33.5 52.1 1 16)Support Structure Type:MAST-Self-support structure _-......_..... . __._.........._ - --- 17)Location Number. 18)Radius(km): 19)Airport Identifier: 20)Site Status: (only for Area of Operation Code'A') 21)Maximum Latitude(DD-MM-SS.S): NAD83 i 22)Maximum Longitude(DDD-MMSS.S): NAD83 Use for rectangle only(Northwest comer) QN or Use for rectangle only(Northeast comer) QE or tAl 23)Do you propose to operate in an area that requires frequency coordination with Canada? QYes No 24)Description:(only for Area of Operation Code'O') 25)Number of Units: () Hand Held -_ () Mobile () Temporary Fixed () Aircraft () Itinerant , 26)Would a Commission grant of Authorization for this (N)Yes No location be an action which may have a significant environmental effect?See Section 1.1307 of 47 CFR. If'Yes'.submit an environmental assessment as required by 47 CFR,Sections 1.1308 and 1.1311. 27)If the proposed site is located in one of the quiet zones listed in Item 17 of the Instructions,provide the date(mm/ddtyy)the proper authority was notified: FCC soy Technical Data Schedule for the Soso Approved by OMB Schedule F Cellular and Air-ground (Commercial Aviation) See 601 Main Form Radiotelephone Services i Part 22 "s��0"$ P ( ) f for public burden estimate Cellular Unserved Area Information J 11)Identify whether this is a New or Modification application for a Phase I unserved area or a Phase II unserved area Q Phase I as defined by 47 CFR Section 22.949(a).If so,complete Items 2 through 5,as applicable. Q Phase II i 3 Market Designator Market Sub-Market Designator. Channel Block] Name Cellular System Identification Numbers j 6)If this is a request to generate new system identification numbers,enter the number of new system identification numbers requested.Also attach an exhibit explaining the circumstances and use of the requested system identification numbers. 1 Ammon SID Action ----� SID AID AID Control Points 9) 10) 12) Action/M Location Telephone A /D Control Point Number F Street Address,City or Town,County,State Number P-- 1 100 LOWDER BROOK DR WESTWOOD-NORFOLK MA_ -- (617)462.7094 I •C Print Preview https://wtbwwwO5.fcc.gov/default.sph/Uls...rlink_to�rint_Ahome html_890448_tA CommerGat Air-ground Technical Parameters(Antenna Data) r 13)- - 14) '� 15) 16) 17). i 18) Action Channel Location Antenna. ! Height to Top of Antenna AGL Maximum ERP AIM/0 Block 'i Number—� Number ' ---- .___. (meters) (watts) Cellular Radial Data 19)Action:(M)Add Modify Delete 20)Location Number.9 —:21)Antenna Number 1 22)IF this location contributes to the CGSA,are you requesting that the CGSA boundary be determined (N)Yes No using an alternative method?If'(as'.attach an exhibit explaining circumstances. Azimuth 23) 24) -_ 25) (degrees from true Antenna Height AAT Transmitting ERP Distance to CGSA i north) (meters) (watts) _ (kilometers) 0° 762 75.860 32 . _.. _.. ..._..__.._..._....... __....___ ........ _ ...._......___ _._... ___.—.—_ ..__.... _.—._.....--- ---- 45° 762 95.500 90° 762 37.150 1350 65.5 6.460 10.9 j 180 70.4 0.850 9.7 _ 225' _ T62 0.760 i 0.8 270' T6.2 3.020 110.8 315° 73.5 121.380 8.1 19)Action_(M)Add Modify Delete 20)Location Number.9 i 21)Antenna Number.2 !22)IF this location contributes to the CGSA;are you requesting that the CGSA boundary be determined ' (Nj Yes No using an altemative method?If'Yes'.attach an exhibit explaining circumstances. - Azimuth j 23) 1 24) i 25) I (degrees from true Antenna Height AAT Transmitting ERP Distance to CGSA north)_ ..__..._-..__..I_..__-.--_---(meters) �— (watts) — -_ (kilometers) 000.580 :32 45° 762 5.750 2.4 900 762 36,310 i F32 —, -_-- 135° _ 666.0 ;31200 10.9 180° — _�70.4 -J 79.430 11.3 - 225° 270° 762 3.630 r 0.8 315° 73.5 0.760 �8.1 19)Action:(M)Add Modify Delete _ _ _ 20)Location Number.9 _ 21)An Number.3 22)IF this location contributes to the CGSA,are you requesting that the CGSA boundary be determined '(N)Yes No using an alternative method?If'Yes,attach an exhibit explaining circumstances. Azimuth I 23) 24) 25) I (degrees from true Antenna Height AAT Transmitting ERP Distance to CGSA j north) i (meters) ( (watts) (kilometers) 12.020 A-2 .000 90° '762 . 1.070 3.2 135° 65.5 1.380 180°_. _............:.70.4 11.200---- 11.3 . - 225° 762 56230 0.8 270° 762 100.000 0.6 31 173.5 57.540 8.1 I certify that(1)the maximum ERP for the proposed cellular base or repeater station will never exceed 500 Watts and(2)if the distance to the SAB as calculated in accordance with 47 CFR§22.911 exceeds 79.1 km(45 miles)(Gulf of Mexico MSAj or 40.2 km (25 miles)(all other cellular markets),I have coordinated such use with the licensees of all affected cellular systems on the same ° channel block within 121 km(75 miles)and concurrence has been obtained from each licensee. 'C Print Preview https://wtbwwwO5.fcc.gov/default.sphUs...rlink to_print_Ahome hbrd 890448_[A Attachment List r Attachment Type,l Date Descrtptlon Conte11 nts Other " j 08/10/01 JlAttachment 1 J 17677904.2.pdf j ; Other j 08/10/01 lAttachment 2 117677905.0.pdf r ` r _ FCC Form 601 Attachment 1 Page 1 of 2 RESPONSE TO QUESTION 48 Cingular Wireless LLC("Cingular'),the real party in interest,hereby submits this response to Question 48 of the FCC Form 601. concerning allegations against various indirect subsidiaries or affiliates of Cingular:. While these cases may.fall outside the scope of disclosures required by Question 48,they are nevertheless being reported out of an abundance of caution. On April 27, 1998, Group Dealer Services, Inc. d/b/a The Cellular Connection v. Southwestern Bell Wireless Inc. and Southwestern Bell Mobile Systems, was filed in Bexar County District Court. Southwestern Bell Wireless Inc.('SWBW)and Southwestern Bell Mobile Systems are defendants. Plaintiff alleges a scheme to"squeeze"agents out of business using various unlawful means. The court granted partial summary judgment to SWBW on November 11, 1999,and the case was removed to the United States District Court for the Western District of Texas on March 27, 2000. Motion for summary judgment on all remaining claims is pending. On August 3, 1999, Communication Station, Inc. v. 7-Eleven Inc., f/k/a Southland Corporation and Southwestern Bell Wireless, Inc., No. 3.48-178492-99, was filed in the District Court of Tarrant County, Texas. SWBW is a defendant, along with 7-Eleven, Inc. Among other things, plaintiff alleges that defendants, with whom it allegedly had exclusive contracts, violated Texas antitrust law in connection with the sale of prepaid cellular phone activation products and . services. A second amended complaint was filed on August 2, 2000, in which SBC Corporation ("SBC'), as well as three other affiliates of SBC, were named as defendants. The parties have reached a settlement in principle and are documenting the terms to dismiss the case. On November 3, 1999,American Cellular et al. v. Long Branch Telephone, et al.,was filed in the Superior Court of New Jersey. The case was subsequently removed to the United States District Court of New Jersey in December 1999 and docketed as Case No. 99-5783. Cellular One became a defendant when Long Branch Telephone and another defendant dissolved and were acquired by a former Cellular One entity now affiliated with Cingular. Cell South of New Jersey, LLC is another defendant. Plaintiff alleges,among other things,federal and state antitrust violations based upon defendants' refusal to allow plaintiff to become a "Master Dealer." Discovery is ongoing. On March 7,2000,In re Cellular Headquarters, Inc.; Cellular Headquarters, Inc. v. Comcast Cellular Communications, Inc., et al.,No. 00-1067 was filed in the District of New Jersey. Plaintiff, a Cingular sales agent, alleges a breach of the terms of his franchise agreement due to changes in the commission structure for outside sales agents, the alleged failure to "promote"the sales force through advertising,and anticompetitive steps towards its outside sales agents. The case is currently in discovery,with a discovery cut-off(by mutual agreement of the parties)at the end of August. ' r _ FCC Form 601 Attachment 1 ' Page 2 of 2 On January 18, 2001, Westside Cellular, Inc. d/b/a Cellnet of Ohio v. New Par, Case No. 1:01CV0505 was filed in Cuyahoga County, Ohio. The case was later removed to the Northern District of Ohio. Ameritech Mobile Communications ("AMC'), among others, is a defendant. Plaintiff asserts that defendants allegedly discriminated against resellers in favor of dealers by imposing different terms and conditions. Plaintiff obtained an adverse order on the issue of liability from the Ohio PUC against AMC. A notice of appeal of the Ohio PUC decision was filed with the Ohio Supreme Court on June 25,2001. A motion to remand the damages case is pending. c-:I•unn t i:'-MIN I AULL VLIQ4UIV nttp:/mengiloss.rcc.gov:8iiicgi-biniws.exe/procUtorms/ ortunonI59/printedI59.hts 1�A2 -T MA-2- READ INSTRUCTIONS FEDERAL COMMUNICATIONS `OMMISSION PPROVED BY OMB 3060-0 8 CAREFULLY BEFORE REMITTANCE ADVICE PROCEEDING PAGE NO OF 1)LOCKBOX l/358994 SECTION A-Payer Information (2)PAYER NAME(if paying by credit card,enter name exactly as it appears on your card) 3)TOTAL AMOUNT PAID(dollars and cants) Southwestern Bell Mobile System,LLC 85.00 (4)STREET ADDRESS LINE NO. I 17330 Preston Road,Suite 100a 5)STREET ADDRESS LINE NO.2 �allas CITY 7)STATE (8)ZIP CODE X 5252 P)DAYTIME TELEPHONE NUMBER(INCLUDING AREA CODE) 10)COUNTRY CODE(IF NOT IN U.S.A.) 72)733-2000 If <ttamc,andtho PP1F�tyusecontinttaEionslieets .orlrtAXS9< SECTION B-Applicant Information I I)APPLICANT NAME(if paying by credit card,enter name exactly as it appears on your card) Southwestern Bell Mobile S terns,LLC 12)STREET ADDRESS LINE NO. I 17330 Preston Road,Suite 100a 13)STREET ADDRESS LINE NO.2 �allas 4)CITY 15)STATE 16)ZIP CODE X P5252 17)DAYTIME TELEPHONE NUMBER(INCLUDING AREA CODE) 18)COUNTRY CODE(IF NOT IN U.S.A.) (972)733-2000 SECTION C-Payment Information 19A)FCC Call Sign/Other ID 20A)Payment Type Code(PTC) 21A)Quantity r22A)Fee Due for(PTC)in Block KNKN705 CDC 1 A $85.00 yi 23A)FCC CODE I r 4A)FCC CODE 2 0000558857 (19B)FCC Call Sign/Other ID 20B)Payment Type Code(PTC) 21 B)Quantity 22B)Fee Due for(PTC)in Block CC-4 Only OB ` 23B)FCC CODE l 24B)FCC CODE 2 (19C)FCC Call Sign/Other ID 20C)Payment Type Code(PTC) K2IC)Quantity 22C)Fee Due for(PTC)in Block :C, 23C)FCC CODE I 24C)FCC CODE 2 19D)FCC Call Sign/Other m 20D)Payment Type Code(PTC) ID)Quantity 22D)Fee Due for(PTC)in Block CC[fseOt►lya ter'`" OD rof (23D)FCC CODE 1 24D)FCC CODE 2 y '� ,..e�xt'"' .TAI,-BXpa (25) 26)Complete this block only if applicant name in B-1 I is different from payer name in A-2 PAYER TIN 0742955068 APPLICANT TIN 0742955068 SECTION E-Certification 27)CERTIFICATION STATEMENT Kellye Abernathy,certify under penalty of perjury that the foregoing and supporting information (PRINT NAME) re true and correct to the best of my knowledge,Information,and belief.SIGNAT RE 0 ()'-vu A LA SECTION F-Credit Card Paym f ation 8/14/0I 8:21 AM - e FCC Form 601 Attachment 2 • Page 1 of 1 SOUTHWESTERN BELL WIRELESS MOBILE SYSTEMS,LLC DOMESTIC PUBLIC CELLULAR RADIO TELECOMMUNICATIONS SERVICE CALL SIGN KNKN705,MA2-BARNSTABLE,MA NECMA CITY.STATE SITE Nature of Modification Truro,MA Truro Modifying coordinates, ground elevation and heights The 32dBu contour for the Truro site does not affect the existing cellular geographic service area (CGSA) or service area boundary(SAB)but continues to extend in the Atlantic Ocean, which is an adjacent water area not designated as an MSA or RSA entity by the Commission. In accordance with FCC Rule 22.911,a 98' minimum is used in calculations and.1 Watts, or 27 , dB less than the maximum ERP is used in calculations. This attachment is being submitted with an electronically filed form 601, which reflects the associated engineering. A check in the amount of$85.00 will be filed under separate cover. This cell site supports the existing cellular .system, and therefore, serves the public interest, convenience,and necessity. EXISTING FENCED-IN - _ • COMPOUND y EXISTING EQUIPMENT c SNEL TER I m - z avr EXISTING GENERATOR \ ON CONCRETE PAD EXISTING SPRINT EQUIPMENT UNDER ICE CANOPY ' EXISTING 168' WATER TANK I 1 4 I y\ I EXISTING WATER TANK - SUPPORT LEG ` J FOUNDAT/ON(TYP) EXISTING ACCESS GATE - n PROPOSED T-MOBILE ANTENNA +OO TO REPLACE EXISTING ANTENNA (1 \ (1 PER SECTOR, TOTAL OF 3) '\* EXISTING T-MOBILE 3706 . - \\ / 3706 CAB/NET EXISTING T-MOBILE ANTENNA /+ (2 PER SECTOR, TOTAL OF 6) EXISTING *j+ EXISTING HYBRID CABLE TO T-MOBILE T-MOBILE PPC ANTENNAS (USE SPARE DC/FIBER LINES FOR PROPOSED ANTENNA INSTALLATION) (TYP PER SECTOR) EXISTING T-MOBILE ` (12) EXISTING - 2102 CABINET , T-MOB/LE COAX CABLES TO REMAIN , EXISTING _ > ICE BRIDGE COMPOUND PLAN SCALE:N.T.S. DEVELOPMENT CONTRACTOR SIGNATURE BLOCK: PER FCC MANDATE, ENHANCED EMERGENCY (E911) SERVICE IS REQUIRED TO ' I I _ . DESIGN MEET NATIONWIDE STANDARDS FOR WIRELESS COMMUNICATIONS SYSTEMS. LEASING: ___________________ DATE: LESSEE/LICENSEE IMPLEMENTATION REQUIRES DEPLOYMENT OF EQUIPMENT AND ZONING ANTENNAS GENERALLY DEPICTED ON THIS PLAN, ATTACHED TO OR MOUNTED IN --=-------------- DATE: ///'''��� CLOSE PROXIMITY TO THE BTS RADIO CABINETS. LESSEE/LICENSEE RESERVES _ 7 O THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND RF. ______________ ___ DATE: /__/__ r L Cu LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS. _ CONSTRUCTION: ___________________ DATE: SUBMITTALS` . T o -Mobile 0 0 0 4HY0559B PRELIMINARY 05/06/15 F LJ �J�1 REVISED 05/19/15 TOTALLY COM UvtlITTEDL T-MOBILE NORTHEAST LLC HY559/COTUIT WT 15 COMMERCE WAY,SUITE B 414 MAIN STREET N8+C ENGINEERING SERVICES,LLC. NORTON,MA 02766 COTU IT, MA 02635 im SERTRYPM AYMST OFFICE:(508)286-2700 DD N R W G BWE BELL.PA 1&1Y1 FAX:(508)286-2893 SHEET 1 OF 3 ti TOWN OF BARNSTABL'E BUILDING PERMIT APPLICATION Map 03b' Parc6l ,,[ _ Permit# r7 17 � Health Division w) 13( Date Issued �( y Fp OZj Conservation Division OOV=' f', I; 04 Application Fee Tax Collector Permit Fee . Treasurer wvg/o t0 """' Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address �/`� M h - :�- Village Owner Cofu Address (p d f SIX /11715- CoSL 1 _ /�Ccwv1� /e- Teleprone �Sd s ,) zf 2 7 Permit Request_'n,3 Fa// /-/f o 1,/e Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District kF-64-,Yi G,.7QFlood Plain Groundwater Overlay t,4 pz�p Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) 41154 Age of Existing Structure Historic House: ❑Yes I(No On Old King's Highway: ❑Yes dNo Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) A Number of Baths: Full: existing f✓ _new Half:existing new Number of Bedrooms: existing- new -17�— Total Room Count(not including baths): existing N1 new A/ First Floor Room Count r� Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric 0 Other Central Air: ❑Yes N(No Fireplaces: Existing - New /�` Existing wood/coal stove: ❑Yes . W No Detached garage:❑existing ❑new size Pool:❑existing ❑new size .4 Barn: ❑existing O new size i Attached garage:❑existing ❑new size Shed: ❑existing El new size Other: Zoning Board of Appeals Authorization ❑ Appeal# �� Recorded❑ Commercial IdYes Cl No If yes,site plan review# . �"a h _. Current Use kJcf� % �{� Proposed Use- e--Q,�,�;w.•, �x /C BUILDER INFORMATION Name i. L�� - _� ��.�y�.�r��,�ia�v Telephone Number eQ;7P4P_.,aZ~10()C;3 Address License# .2r�.► sT &14 ©,-/2- Home Improvement Contractor# -��'� • ��`-v �: Worker's Compensation# X' &- 214 00 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOE SIGNATURE �f ,�.R_f' DATE _ 9//77 AZT FOR OFFICIAL USE ONLY 9 k 4 PERMIT NO. L DATE ISSUED ` MAP(PARCEL NO. t - r ADDRESS VILLAGE OWNER DATE OF INSPECTION: r i FOUNDATION FRAME w INSULATION r - FIREPLACE ELECTRICAL: ROUGH FINAL st PLUMBING: ROUGH FINAL GAS: ROUGH FINALt, A: r FINAL BUILDING J` r — r i DATE CLOSED OUT j r I ASSOCIATION PLAN NO. ` oftHE r Town of Barnstable Regulatory Services BAMy UL i� $ Thomas F.Geiler,Director 1639. A�O Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 15, 2003 Omni Point- T-Mobile Joseph Giammarco 50 Vision Blvd E Providence,RI 02914 Re: SPR 061-03 T Mobile. 414 Main Street, Cotuit(R038-004) Proposal: Install telecommunication antennae on existing water tank with4 cabinets for - accessory equipment. Antennae installation not to exceed height of tank. Dear Mr. Giammarco: Please be advised that the plan dated 7/10/03 (construction) and'revised date of 8/1/03 (revised` - construction), entitled T Mobile, 50 V ision B lvd, E Providence,RI, 02914, Office 5 401-588- 5600, Fax 401-588-5658, Atlantic Communication Technologies, Inc., PO Box 1051, Sandwich, ` Ma 02563, 508-888-9282, stamped by Richard Tabaczynski, Professional Engineer, identified as f 4HY-0559-B, Cotuit Water Tank,414 Main Street, Cotuit; Ma 02635, Title sheet number T71, consisting of A-1, S-1, S-2, S-3 & E-1, was administratively reviewed on August 14, 2003 and found to be approvable. A signed copy of the plan remains on file in the Building Division. S' cerely, Robin C. Gia gregorio . Zoning & Site Plan Review Coordinator FROM :COTOIT WATER FAX ,NO. :5084287517 Aug. 07 2003 09.45AM P1 08/06;2003 11 :01i FAX ¢015a$5;65$ f' :dtlt,ti�.' k' p0w0t?'l: % 141; a 0 . ' R ---— T Mobile, USA Inc. ' 50 vision Nvd,, E. Providence, RI 02914 401. 588-5600, Fax: 401 588-5658 August 6, 20a3 Cotult Water Department - Attn! Kenneth Ventura,SuperinWndent P.O. BOX 1475 Cotuit,Ma 02635 RE: Letter of Authorization to proceed with zening for pruposed wireless facility j - located at the 414 Main Street Water Tank,yotuit, MA (Assessor's map art 33,lot Dear Ken: Thank you for discussing the possibIft of locating T-UIobila,telecommunications equipment at the above,reforencad location. We understand that the permitting.and leasing process of our'a6gotlations will take time. Therefore,I would like your permission to proceed xith the ptrmltting and,engineering portion on the assumption that our negotiations will be successful. All costs associated with this process will be al T-Mobile's$ole expense,regardless of the outcome of our license negotiations, n is also understood that you reis-ervo the right to give final approval to the location of all equipment to be installed. Please sign In the space provided below and fax m rn at(401)588-5658 at your earliest convenience. A copy of this letter shall be regarded as having the saute effect as the original. Thank you for your cooperation and attantio.n to this rrAtter. Sincerely, t � Brian Sullivan Real Estate Specialist 50$-294-4�46 - AGREED ME) ACCEPTED: 4 Title: -- -Superintend*rtt i `Company: d~tttuiit wate L pggt. Data., Ats�t[st b 2E2Cl3 50 Vision Boulevwd—E-:ast Providence,R, 02914 (401)588-5600 MRC Engineering, Inc. 31 Trowbridge Drive Ph/Fax: (401)667-0511 Kingstown, North Kin stown,RI 02852 September 2, 2003 Mr. Thomas Perry Building Commissioner 200 Main Street Hyannis, MA 02601 RE: Construction Control for T-Mobile.Wireless Installation Cotuit Water Tank 414 Main Street Cotuit, MA 02635 T-Mobile Reference: 4HY-0559-B Dear Mr. Perry: In accordance with Section 116.0 of the Massachusetts State Building Code, the undersigned will perform periodic inspections at the above-referenced site to ensure that the project is constructed in accordance with the approved design plans and the applicable provisions of the Massachusetts State Building Code. Inspection milestones will be at fifty(50) percent completion and at one hundred (100) percent completion. A written report assessing the construction will be generated subsequent to each milestone inspection and forwarded to your office. If you have any questions, or issues that ld like to discuss, please do not hesitate to contact me. Ve truly yours, MAP.C CMARC R. yFt_TiEpt Marc R. Chretien, P.E. �0 1r1 CIVIL 4' MRC Engineering, Inc. l No.408i3 Q J FS�clrIVAL�N�� ER (617)876-2512 FAX (617)876-0042 ONLY AND CONFERS NO.RIGHTS UPON THE CERTIFICATE White & Quinn Insurance Agency, Inc. . HOLDER.THIS.CERTIFICATE DOE$NOT AMEND;EXTEND OR 2331 Massachusetts Ave. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Cambridge, MA 02140 INSURERS'AFFORDING COVERAGE Tom George INSURED Timberline Construction Corp. INSURERA; First Financial .Ins. Co. 82 Parkman Street. INSURERS; -.,Scottsdale Ins. Co. Dorchester, MA 62122 INsuRERc Travelers Ins..CO. INSURER D:'. INSURER E; COVERAGES THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN I§SLlED 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 MAYBE ISSUED OR MAY PERTAIN;THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT WALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POUCiES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS LTR TYPE OF INSURANCE POLICY NUMBER DATE IMMmOrnfl DATE(MMf"DAR LIMITS GENERAL LIABILITY 491F000169 05/06/2003 OS/06/2004 eACH occuRRENcE 9 L 000 00 X COMMERCIAL GENERAL LIABILITY FIRE oAmAGE(Any one fire) s. 100,0001 CLAIMS MACE a OCCUR MED EXP(Any One PM*n) S 5 000 Jr, PERSONAL&ADV INJURY 9: 1,0001004 GENERALAGGREGATH S 2 000,000 GEN'L AGGREGATE LIMIT APPLIES PER; . PRODUCTS-COMP/OP AGG S. 2 000 00 X POLICY PRO.. JECT,. . : LOC. . AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO XEa accident) i ALL OWNED AUTOS, BODILY INJURY SCHEDULED AUTOS (Per Person) S HIRED AUTOS BODILY INJURY NON•OWNEDAUTOS (Peraccido l) S PROPERTY DAMAGE S (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT. S ANY AUTO OTHER THAN FA ACC S AUTO ONLY. AGG S. EXCESS LIABILITY TBA 05/15/2003 05/15/2004 EACH OCCURRENCE s 10,000,000 X OCCUR ❑CLAIMS MADE AGGREGATE S 8GENERAL AGG s 10 000,00 DEDUCTIBLE S RETENTION S WORKERS COMPENSATION AND.. KUB-7521A43-6-03 05/07/2003 05/07/2004 X, ;RYLIMrr3 ER- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT S 12000100 E.L.DISEASE-EA EMPLOYE s 1,000, E.L.DISEASE-POLICY LIMIT S 1,0009 OTHER DM;PJFMON OF OPERATIONVLOCAiIONSN&MCLESIEXCLUSIONS ADDED BY ZNOORSEMtFISPECIAL PROVISIONS his is to provide proof of coverage.. CERTIFICATE H bER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, OUT FAILURE TO MAID$ NOTiCESHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY ICND UPON E REPRESENTATIVES. " —AU-T—RORIEW REP The Commonwealth of Massachusetts �l Department of Industrial Accidents Office effnvestigations 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: t�h/�r.�C 5 /�• (it/%41 G, �JZ /i�r//g �L/iY' L�(U✓I/`jT�UCG716� location: /��� city (ICJ >2, phone# I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Vv .r �. a f .:.J.=: . r. ' r;Yx x."�` a r gx,xs�,=, `1 '." " i ."*'v, �.'-F,tt. t ,. '�,� - �mX;�"x °,taL r��' _.�,.,.. q.xr €', c Y r are rt .� com an name ; Paz z " >r' ,. :� '�, '" y - a >,s padUYCSS o- ... a - s:: >a .�'. t "re'$ `'` %w<s'I tW ° „..� O : . N i r � i l R,. ' iynsnralceco I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: rw r z x� x w �: u A.! x'd rt:� i S k r +fi , a+ra comPany�tlame" Sp a F pyPw3 rgL a& n " 1 '.o- a, e �' a #E +} t8 t* a .' �kF' a" �tA ;4 gg " t u „zit, - qf?i, 9zR a .is` 4Iz� Clty �a Phone# v3 r& f 3,y0 # a n' wr ..<%�' b` yffl ya .,x � `9 z f '� �" Ae �- .s, as r -�: ,w'^xxP` -,.�'�" 'r.� ate- r. tnsuranc co ,.. �i< _: na POIle " > ''�* t,','"* .�'' ;y lye- a M comuan - t� ayn § '� 1 ._* ia�� ame a P a xu. a,`ta' .�i, s,,s ±ar phone# �..,'i,"'s -'xst��'✓. x4� _ 'a-. v Y+'-� " , ' ICM VON Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify u r thepains andpenalties ofperjury that the information provided above is true and correct. Signature Date ✓/eh 3 Print name ti9� S /`C l�Llf��, -J � Phone# � x �.,' :z' .'_�'.'" official use only do not write in this area to be completed by city or town official city or town: permit/license# FjBuilding Department []Licensing Board [:]cheek if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; f lOther A14a ih� J �y =r ✓f�Z/Jd/97/J) la t04ZlllEIlUIL ,/NWd1lL6B�b t". BOARD OF OUILDIN REGULATIONS q License CONSTRUCTION SUPERVISOR =k J . ° *`-Birthd8te 03/30/1,96$ ; Expires 03%30/2005 Tr.no: 10077 n Restricted z00 E. CHARLES R WING'JR �3 84.ANDOVER ST �IVILMINGTON .MA=018$7 ., Administrator _ y� `� mgam f b nY*...Tc*^4*,fr`•" `"L"m!""" gr^Y vC'E R. �, 7'""p"5+ MRC En ineerin 111(+■ 31 Trowbridge Drive Ph/Fax: (401)667-0511 g g� North Kingstown, RI 02852 September 2, 2003 Mr. Thomas Perry Building Commissioner 200 Main Street Hyannis, MA 02601 J 4 RE: Construction Control for T-Mobile Wireless Installation Cotuit Water Tank 414 Main Street Cotuit, MA 02635 T-Mobile Reference: 4HY-0559-B Dear-Mr.-Perry: - - - - - - In accordance with Section 116.0 of the Massachusetts State Building Code, the undersigned will perform periodic inspections at the above-referenced site to ensure that the project is constructed in accordance with the approved design plans and the applicable provisions of the Massachusetts State Building Code. Inspection milestones will be at fifty(50) percent completion and at one hundred (100) percent completion. A written report assessing the construction will be generated subsequent to each milestone inspection and forwarded to your office. If you have any questions, or issues that o Id like to discuss, please do not hesitate to contact me. Ve truly yours, OF tq 11fAU0, MARC R. / CFIRETiEN Marc R. Chretien, P.E. o CIVILi MRC Engineering, Inc. " No.arils ISTE 4 FSS/ONAI A,ft , Town of Barnstable Regulatory Services EIAMSTAMM ; Thomas F.Geiler,Director i6 A�� Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 15, 2003 Omni Point- T-Mobile Joseph Giammarco 50 Vision Blvd E Providence,RI 02914 Re: SPR 061-03 T Mobile. 414 Main Street, Cotuit(R038-004) Proposal: Install telecommunication antennae on existing water tank with4 cabinets for accessory equipment. Antennae installation not to exceed height of tank. Dear Mr. Giammarco: Please be advised that the plan dated 7/10/03 (construction) and revised date of 8/l/03 (revised construction), entitled T Mobile, 50 V ision B lvd,E P rovidence, RI, 0 2914, O ffice 5 401-588- 5600, Fax 401-588-5658, Atlantic Communication Technologies, Inc., PO Box 1051, Sandwich, Ma 02563, 508-888-9282, stamped by Richard Tabaczynski, Professional Engineer, identified as _ 4HY-0559-B, Cotuit Water Tank, 414 Main Street, Cotuit, Ma 02635, Title sheet number T-1, consisting of A-1, S-1, S-2, S-3 & E-1, was administratively reviewed on August 14, 2003 and found to be approvable. A signed copy of the plan remains on file in the Building Division. , S' cerely, cj� Robin C. Giangregorio Zoning& Site Plan Review Coordinator ` I . t BOARD OFB-BUILDING REGULATIONS License; QONSTRUCTION SUPERVISOR Number`GAS 062159 Birrtl d[hfiPf 04-TlWj9.64 zzi�e§ 01tfl6[2d04 Tr.no: 17274 r_- &-�a,rFit %r'� iJ TIMOTHY J MIKI'•. 10 CR/ANSTON lkDkl� WINCHESTER, MA�189:0' Administrator e '= TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 8 Parcel `7 Permit# -'-� o . Health Division (�S. - lz-a.2,� F�1 �,E# 1�7 y proA"AAe Date ed �� Conservation Div' ' n �J Z ®Z Fee OU_off Tax Collector Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis f Project Street Address x �� LI /V,4//y 7-9 C-6 7- Village Ce-Tv T Owner �OTc/( T !"!�'g b ), �% Address Telephone I�5 e4LZ j Permit Request � � ��ZE - •� SR F-D T Aaovs t c`4-';7 oA1, ;EE UI s,E 04410 LINK F ilcE C0A_)CZP7_F RAD e-7'x r 7- .S 00 c,(' /!d � tow l /+► w,n2 n . 3 Square feet: 1 st floor: existing proposed Sd 2nd floor: existing proposed Total new Valuation 7 00� Zoning District Flood Plain Groundwater Overlay Construction Type A)�5uJ 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 4 • 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 Cl new size Pool: ❑.existing ❑new size Barn:❑existing ❑new size Attached garage:0 existing ❑new size Shed:0 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 CAP)TAL CdAJM-� � �, 78/_7e5- ��_3i NameTelephone Number Address /o C/?AAKTO�J License# 06Z.lS cj 0o'),l165-rm 0/8 9 U Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Dw � L3�1 S SIGNATURE / (M olk I J , M140LA- DATE 3 I Z Z FOR OFFICIAL USE ONLY X PERMIT NO. _ 'r DATE ISSUED NiAP/PARCEL NO. -, - ADDRESS -. VILLAGE i OWNER '# DATE OF INSPECTION: - - r FOUNDATION Y FRAME _ INSULATION FIREPLACE ELECTRICAL: ROUGH, FINAL r PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL ; FINAL BUILDING r F DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonweafth of Massachuse= - -=` Department of Industrial Accidents �r •�?-:, ,,'_�,; OffICrDI/QYCSlIgSIfODS --- 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: location: city phone# ❑ I am a homeowner performing all work mysdL ❑ I am a sole aronrietor and have no one workina in any caaadty ❑ I am an employer providing workers' compensation for say employees working on this job. company-name.-. ........... : .. ............. ........-.... ................. :.. .........:.::.�::.�:._::.:::: .................:.:.........:.::.:::::::.,.::..<.:::;;;:.:...-....}:;:.::::.}?:{.?:.???:fir..},::::.::.?:>::}}:?:<•..: ...................: .. ..:::..,.;:::�::•:. --.-:.:r::w::;... ..... vr::: .::.'w•:w:.v.:'i;fi:{•:tiJ;::.:.iv:6}:}v::..;.,.;}:y .. ......... ........ ....... .......}:: ... ..};._.;...:.rxy....... +' +.:.'vv.:•{ijsi;:;i:}rr•%•:•:i?::;i:.:::;.,:,..;,..:4:Cvi�nyii}$}?:�ii}i:$3:4??ii?:.::- .�... :...:.................. .:;...;:i:.:_}::::•.v::.;;;.. ...::;:4}i.v.:v:i�::.'.v.{.r:!i•titii;}:ntiti:,wr4.l,�.J ii•.4,�:r•YCtiv?:v'ti•:•::ti}::?:<�'>i-:.. dty'... ..... .. ;,. - .... .,,:.::.: .................r.�:•:•-•Di1t1IIt3.�:.�::Y.xy.:.;}::;�:::�;':;:;':::..a:::.;.-..•:.,},;,:,•:;�}:{:.:;>:::;c:;:;:;:::;�;::q�:::=::�:`::::: ...... .......... ............ ... ...... .. ........ ... ............ .x....w},x;:}y:r.}:•ii{:J:firi:^:•:{{{ri;•::_{•}:8:4:fi}•:.?ti::4i::};}gti•;:.�.}?d:ti6:4:::•}`.•;{:iii .�: lIIJtiT'STfCC L'' a'::.:.� ❑ I am a sole propn=r,general contractor, or homeowner(circle ogre)and bane hired the tmntrac=fisted below wi ban the following workzm . easation ohcrs. .�P P .......::.;v........ ....n.......... � :. ..., .:.�.vn}}::•}:•ri•:i::::>:'•,'vrw,wa+vvrnL}CF}^!,^'^}F^}:!47P:{-0PN)w!!7yM�C4Mn+?Np!PGM.'!�^:}'r:,:}MJvY.47:';'•};.;{.L{.:fir•?}}}}.ux}}}::.?S};.};.xY:!!?•:-.......... ,...,..... ,:..:.,............. ...................... ...................:.,•?:{{•?:•:}?}:•}}::•,�,:•:>�}:v:ti:}: ri;..::;::;<•:v}}>;;::::•}:.4:;•i[•:.:,•.;.}:{.?R:•??::�. 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I mtdent and M"s copy of this statement may be forwarded to the OIDce otlavesttptioos of the DIA for coverage vesisatiam. 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I 11 1 �1•Y.I •11 w/l .1 •1 IIIIII •.i Ir• r • ' • • •.1 -•� •• • • 1 V•1.11• w1 .11 • •1.1111_• -•J / I� • - •II�••1 1 . •/.11• • •_• • .1 11 • • / • 1 •• • • • •II • It It II w11 •1 1\ « • I •w, r •Y.11 •111. 1 I• V•111 Y. • • I w•Y.1 •111 • \• .1• • K111 1- V • II 1/ /-1.1I toil 111111 •- • 11 • I • 1 v_• .•1�1 w• « 111111 /-• 1 •• • • 11. IIY. • �1••1••_• •. •••r/• • /t - •) 111 • •1 ••1 .I• .11 • w•1 w/1A 1 •_w1 IIY. I . •• • 1 • J: • •11 • • • • •t ,11 • // • .11« • • «•• •�/ .•• •1• .11• \• • • 1 •1/ • •w • •1• �jj����jj�j�jj�/�������jj���jj�j�jjj��jj�j�%j�����j���j��j��j��j�/�/��j��jjjj�j��jjj����j/ 1 1 �11 1 1 1 1 1 1 ►. 1 1 I 1 1 1 1 1 • 1 1 ` 1 11 1 1 _J 1 1 1 1 � s Commonwealth of Massachusetts - ' Y + Boar,' Building P: b � .�;<<A�iti011S, and Stand�rd5 a Manufactured Buildings Program LABEL REQUEST FORM This Section for State Use Only Date Received Y a U Label Numbers Issued: Fee Received $ Check Number j Date Issued: y �� Issued by: X nC, This Section to be Completed by Manufacturer-PLEASE PRINT OR TYPE SECTION 1-MANUFACTURER INFORMATION BBRS\DPS I.D. L j g Manufacturer Name I Concrete Systems, Inc. MC . 176 Street 15 Independence Drive -. City/State/Zip Londonderry, NH 03053 t Manufacturer Telephone Number: ( 603)889-4163 Fax Number: ( 603) 437-8668 j Manufacturer- Plant Inspector I Mi ke Hardman ! I Third Party Agency i PFS Corporation TPIA 02 i Number of Labels I 1 I Total Amount Attached' • I $ ..50.00 Manufacturer's Serial y63 L Manufacturer's Model Number,, / ! Designation i SECTION 2-LOCATION OF BUILDING ' i Street I I City/State/Zip SECTION 3-BUILDJERjDEALER/CERTIFIED INSTALLER INFORIMA T ION i Builder/Dealer I Concrete Systems, Inc. I Street j 15 Independence Drive City/State/Zip Londonderry NH i 03053 � Certified Installer Henry Tessier Licensed Construction License Number: N/A } Supervisor N/A Expiration Date: I N/A This-form shall be completed by the manufacturer when requesting manufactured-building labels. All 1 information' shall- be clearly 'indicated. Incomplete: forms will be returned-to the--manufacturer unprocessed. This.request shall be forwarded to the State Board of Building Regulations and Standards - CERC Building, Paul A. Dever School -1380 Bav Street, Taunton, MA 02780 7 6 5 4 3 2 8 > Z W � - � cv m v EXT. PAINT CAD WELD 36 E63 a2 STRANDED GREEN . 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EI r I E 12' OF SPARE CONDUCTOR, � • COILED, FOR EACH RECTIFIER. B C CL v uar r Per • wr r rve U Wlvtll. Y A y7 I MOD-11620 A CABLE RACK SCHEDULE e 49 NUMBER AI Orr I L04-1 DESCRIPTION - AI ^ d d 2' W LADLE RACK / a YOUT tale Greeln telw inbrmatbn o•ePAelery to - 8 ! �'-0' M'11 CAME RAC. V/—/ l9SL S CL141 TEC-CLOOE3 G 3 !'-O' U'W CAMLE RACK W.am.1. I.a—,1.nen ue u.ay.te.eUo uee a em" rI* 1n emnwnee oIW 1ti n.at.e Carr to the purpew re..ekn n Ie a1.eo.4d. n t4 u.a.ntaw uet.o np•oaueaen a uI.alo.1 ti"uuon4.e ea toot u wi e. .ru•..a m c�i1.sl•rl.r.d.eey.,w e....a. _ 8 7 6 5If4 3 2 1 8 7 6 5 4 3 2 1 J Z 0 GROUND HALO Q n c L tv IO'-b I/4' E33.TNRU 19'-O I/4' ❑ 0 O = I IY LL m Q m D D p E42 4 - Iq RU 27 J ❑ £ F E E s --r-- ----------- — (TTP X2) ----------------------------------------------- W m_ re rpm[cr•c vt• 5/8' FRP ❑ I----, r---, TION w o IOOOOI ® I I m 2' IN5ULA = iL Z I w N ❑ Y Y Y Z w w U V N F- Of Ilsuss j J F F] Y (a♦ Z Z Y It m a ..a ❑ ❑ w4 . I yr � E43 E44 • • � (TYP X2) Z Z J m � s_ so w Q l + + Z It Z Q Z J W V - W w w E O C _ ^ C 3/4' PVC THRU _ m 1/2" PVC THRU TO GFCI RECEPT. N221< CKT. all (TTP X2) 3/4' 5EALTIGHT THRU 3/4" 5EALTIGHT THRU O TION a xm F Cv • Jy1yO 1 o� 2' PVC THRU 4X4 WIREWAT d ' 2' PVC THRU CON POWER I/Z' TO CEILING FAILURE ALARM LIGHT$AND SMOKE TO 5nOKE ALARM 1/2, PVC THRU E25 THRU Z TO DOOR TO HVAC E31 o•o 3/4" PVC THRU CONTACT E20 LOW TET1P ALARM. .0 c E15 LIGHTNING HIGH TEMP ALARM C 1 DOOR CONTACT 24 ARRESTOR , ALARM " — — -- — — — — '•— — — HYDROGEN — --y — ------------------------------------- B E30 E40 DETECTOR ES B E rF I- -7 yr I I I u r.• I - I I - . I °o rolvtur r 9 Q ❑ \ I E16 "r (TYP.) I 8p f - I I a (L w m 1 _ OC I/2"PVC THRU 422' 4' PVC THRU EI4 EI THRU E4 (TYP. XZ) EXTEND PVC 3' PAST EXTERIOR OF BUILDING G_ V A -INTERIOR ELEVATIONMOD-11620 A 1/2' . V-O' I Tm.ar.anp bfn. lomwlien o.wr+bp w 1 G51 91RT[J1.GtIN01-0005 ihh E,v.iny to Cbcl000A IN No urWor.ton4lnp Not It MII p.nlaynp In cvnlWz.aM ib uM Ifmhod.a.ry!p No Wr9oM br hlch I!b 41.ap..a. le to.ne«.twa Noe np,�.moa.aw� a NI.am.mp ro a.Npnr.a om Noe n n h ,.b...a b Gzl.s,re,r r.n.vwy..a.a•m,ro. 8 7 6 5 4 3 2 7 6 5 4 3 2 1 Q GABLERAGK DETAIL-I CABLERACK DE7AIL-2 GABLERAGK DETAIL-3 CABLERAGK DETAIL-4 .. I F.ltPERED SIM TO BECLT TO BE RTI�_ GFD ERIDRTTP.X 1N E' ) CLTPREssIa+tL'45Rf1-10'(E OIBlFR1IX ro BE lTO BE 2 N0.E LUGSr la Ap.F. BDIDNG.NPER COMPRES"URSWRE A ro BE ro BE 1 XpEK IN9AATFD STRANDED NT&XR GR7Ltb 11E 51Z U'B E lr Lop NRE SIiE TO�:mom JIM O R N5UIaTTEEU STRAMED GREBI eYAAASNSr TRAINDEOAIN B 9 b WO D D NRE WE TO BE: RADIX)16 RMUTED STRANDED GREBI - J(I�AMAN 6'BEND mRAD US OL WA.F.F. UVI v cC 2 W R' K )` u CLTPRES"UxS - - UT O w W y z RETERBICE CAM RAO( �f0 BE 3111'LE (xR� �•TO BE AT Y-p'A.F.F. O W W U U N If THE O E10E GAOLS A. J O m Z Z V. V. TYPICAL AT ALL CABLE RACK T-AIBCTI" - W o 0 o rc Ul O 0 W L A CABLERACK JUNCTIONS CABLERACK 'IT' JUNCTIONS' C GABLERAGK JUNCTIONS AT ENDS CABLERACK AT 90' TURN` N.T.S. N.T.S. N.T.S.. - Z V J J m L < S w z = z Q i w i9 d W + C CABLERACK DETAIL—S CABLERAGK DETAIL—G CABLERACK DETAILS-7 CABLERACK DETAILS-8 0 0 E45 B7 ti LT • U ox I I I O �a V e � L U [o _ - LA W, 'OIL TYPICAL AT ALL CABLE RACK T-JUNCTIBN$ E NORMAL CABLERACK DETAIL F CABLERACK CORNER DETAIL G CABLERACK DETAIL ITEMIZED CABLERACK DETAIL ^� N.T.S. B B UNISTRUT r-10UN7ING DOOR BONIDING PIGTAIL CONNECTION MODULE INSERT DETAIL DETAIL DETAI L REMOVE ALL PAINT AND MIOTE:6 FT OF WIRE APPLY ANTI-OXIDANT 97NONG J,FpgE - �iaaerece GTO 5E ND LOOFP BYO ERS. TO BE: a]MATED STRANDED GREBE - J1/2-13 UNC X I'LG _ 0011PRE950 LDG ON m C°�"' W BMW IfM FROM GROIBO LOOP TO BE Prsu arlol II 11 11 II II II I I 1 11 II II II I }RQE r�la s ry J TERMINAL CADNELD Lu I I I I 1 1 I I I I I I I I I I 1 1 I I I I I I •ram a� I I I I I I I i t I I I I 1 1 1 I I I I I I I I ® ® aD m!or n.r oaw aralcn:a m vr, � 11 II II II II 11 II I 1 II II II II 11 - . - REFERENCE ar"pso u4 - BUILDING DOOR(REF) TO BE 2 M E REBAR CN(INSc73T) (FOR D) NO. I nip COPPER BY CSI HIRE TIED TO ENT. , GNO LOOP , d BY SITE CONTRACTOR V BGRONG Jim MOTE.TTL9 DETAIL 19 TYPICAL OF TO Be PROPER GROUNDING OF ALL FANS, K MLTT$TRW(BEER . UNISTRUT ATTACHMENT DETAILS FRAMES,BOXES, ETC"' K HALO EXIT DROP L BUILDIN ROUNDING DETAIL MOD-11620 A A N.T.a. DOOR ROUND DETAIL N.T.S. '/�/ Tn�.dn.�aa Nin•tntamwekn P'wr:.e.v t• .. �f_ FS.I SNELTDI lEpItN7L00E5 Tba dro.Iny r.dl.ck..a lu a•ana«,eenmao . Nat it•W b.rNvhM In cmrWrw w0 Ib uw NrNt•d q•IY to N•PrTow br•MkM It I• elaP..d. 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V!e r2•rurem"on.064 P1G AK 1:g=LC A COO = iL 1'-['AT IOW PSF SQLEAR,N® G CArAOTY -- .. \ \ / /` \/ ►' '' �/� 2•'-O•AT 1CiV PSr SQL BEARING CAPACrrr.• bi uj ta Y w --- / STONE _ Q u u m < - \� \ \i :_ • I. - 2 SUGGESTED SL1�B ON GRADE a Z y F -- '� .... . .._ i / > :..� , SPACES ®'12"'O.C.) - - .. ... _ _... . -... _... .. ... .. . _ _ . . . - - - -_ - - ----- - - -- - - --- - o g �' -- - z a .D - F --------- ------- Z Z J J m r------- w „ ► arz•► I 1 E W Q w o ►• 6—#6 VERTICAL BARS - _. - - - Q I I • A (SPACED ® 12" O.C.) ..... ._ I -- .... _.-- 3" CLR I I zT % \`/l/\`l�� 3" CLR -----------------------=� o 0 _24" al " PIER 2' INSULATION BOARD` ' _ `l PIER g _g 8' THK 314' CRU5NED STONE ' s fl g _g„ PIERGRADE BEAM ELEVATION ._ _ _ . _ _ _ _ _ _ ._ _ NOTE' 8- 1. 3000 FSF 501L BEARING CAPACITt ASSUh1ED.2. ALL DIr1EN5IGN5 NG`IINAL. TYP) 24" DIAMETER �•► ' ID rs REBAR PIERS. (TYP) f D s' O.c. I ' ► 'D • #4 STIRRUP AT 12', O.C. .. / o // w OUTLINE OF . d.o SHELTER I -. I .. .... .. .. ... _ .. ._ , _ .... _ .. .. R•5AR CAGE I .. - 'POWER >m r-<• G GRADE BEA7.1 ISO Krs V — _ _ — _. _ _. _ _ _._. _ -,-�— — ._ _ _ _ Ec _ mo)_11620A 12" (TYP) O F1 ' 3 SUGGESTED GRADE'BEAM Krs s d 2 1 . 8 7 6 5 4 3 2 1 4.a i j J O MECHANICAL BILL OF MATERIALS ELECTRICAL BILL OF MATERIALS ELECTRICAL BILL of MATERIALS $ $ g g ITEM OTY. UNITS DESCRIPTION ITEM OTY. UNITS DESMANUAL TRANSFER/Tvssn.oCRIITPER-AC TSf7200-3AA2FF-12345-2529 ITEM OTY. UNITS EA TMREADED ROD 5/s_IDES DESCRIPTION o N o I - - NOT USED -11-12 2 4 ROLLS BUTYL 3/4' x 14'6' EIA I EA MANUAL 7RANSFER/TVS5/LOADCENTER OPTIONAL ADDER MANUAL SELECTOR SWITW (R3EQ.W/ATS) ES2 6 EA END TERM KIT 12' ET112KCI J m Q m m D 3 0.5 GAL S.W.LOXON CONDITIONER(ROOF) A14-100 SERIES EIB I EA MANUAL TRANSFER/TVSSiLOADCETNTER OPTIONAL ADDER-SERVICE ENTRANCE EQUIP. (REO.W/ATS) E53 5 EA UNISTRUT-10' M25H ZY STANDARD L Q WIL 1 L = D I A CABLERACK SUPPORT SHB12/582116A J MANUAL TRANSFFRlTV55/MDADCENTER OPTIONAL ADDER-EXERCISE TIMER REO.W/ATS E54 5 E C ], m 4 10 TUBES CAULKING DYrMCNIC EIC I EA U ( ) • m OD I EA MANUAL TRAN5FER/TV55ADADCENTER OPTIONAL ADDED-ATS FIELD UPGRADE KIT (RED.W/ATS) E55 30 EA CENTRAL STEEL HN-148 W O 5 15 GAL TAMMSCAAT-FINE-IXT. NATURAL SUEDE ,. 6 0.5 GAL S.W. IND. ENAMEL DOOR (MATW TO COCOA) UMBRA 5W4008 E2 II EA CIRCUIT BREAKER-COIp E56 / / HOT USED N 7 1 EA IM3070LH-15 GAUGE IN3070'1L83 E3 9 EA CIRCUIT BREAKER-00225 E57 6 EA CABLERACK 15' X 114.5'ZY Z ar 7A I EA ROCKWOOD DOOR VIEWER MW20U526 E4 2 EA CIRCUIT BREAKER-Q0260 E58 13 EA 22 C-CRIMP YC25-U2 LU N LU W w B I EA 3070LH-3'FRAME A3070LH3-43 E5 I EA HYDROGEN DETECTOR-RKI-P52 E59 3 EA HIRE14AY 4X4 LEE545 N W 9 3 EA WAGER HINGES 881279-NRP (El) / / NOT USED E60 2 EA WIREWAY 4X4 LEE 4E - J F H m0 LL 10 I EA 6'HOOK 4 KEEPER 1037901-6 E7 / / NOT USED - E51 4 EA WIREWAY 4X4 LEE 4C F- Z Z Y < Q II i EA NGP SWEEP 190NA-36' EB / / NOT USED E62 I EA WIREWAY 4X4 90 ELL WANT C 0 a W w 12 I EA NGP WEATHER STRIPPING I60-72'X 84' ETi / / NOT USED EG3 I EA BURNDY TA2CL-2TCI4 TWO HOLE LUG 13 I EA NGP THRESHOLD 42<-36' EIO / / NOT USED EG4 10 FT "2 BARE SOLID TINNED Z V J m I! I EA MAPES LUMISHADE CANOPY 42'W X 30'PROJ (El 1 EA GEN PLUG-RUSSELLSTOL 05-2516MR-A-B-O-SWIRE, 4POLE(USED ON CONN.BLDGS) Eb5 2 EA 65 WATT PAR FLOOD Ip VOLT W ? Q w- ysW MIA 1 EA GEN PLUG-GROUSE HINDS AREA20416-522 -4WIRE,4POLE(USED ON PHIL.BLDGS) - z Q Q 15 I W at EA NORTGN CLOSER 1604- NEW YORK v = ? I6 1 EA OCN.10I=GUARD FOR MORTISE LOCK NLP-210-SL(10') IIB 1 EA GEN PLUG-GROUSE HINDS AREAZ0416-522 -4wIRE,4POLE(USED ON NY BLIX.S) � GEN PLUG GONFIC.. (L w W r 17 I EA BEST MORTISE STILE LOCKSET 35H7FW15J62G EI2 8 EA WRAP UGHT AWN140A-LEIp W b CROUSE WINDS PART tl C 18 I EA BEST CYLINDER FOR MORTISE LOCKSET IE74CARP3-G2G 03 IG EA LAMP F40CW/55-STANDARD-T12 I9 81 SHTS 2' RIGID INSULATION 16'X 8'X 2' AREA20416-52 2 C+ EIq I EA. SWITCH-BR-SING-CS120 _ 20 8I EA 2' Z CHANNEL STANDARD EIS I FA COMBO EXIT/EMERG FRESCO EDX4LEORcq a ra_e EI6 10 EA REC-BR-DUPLEX-CR20 TWO BOXES ARE SET UP AS QUADS O O 21 7 EA 2'X 4'ROJGNCUT LUMBER 10' ( ) 22 9 SHTS FRP ON 3/8'PLYWOOD 4'X 8' EIT I f71 REC-BR-OVPLEX-GF5352A Z m O O 2:m 23 IB SHTS FRP ON 3/8'PLYWOOD 4'%9' (El.) Z EA BOX WP 3/4'HUBS RACO 5386 O $ � re 24 II EA INSIDE CORNERS 3/8' W21 E19 I EA GFI WP COVER PLATE RACO 5101 , ,Nor V 25 4 EA OUTSIDE CORNERS 3A3' 8023 I20 I EA LEE 5C12124 12x12x4 BOA((FOR ALARM TERMINATION POINT) O C�' . i:�Dr used .J p ravr—co- 26 4 EA END CAP 31W 8019 9 FA RECTIFIER DROPS...25AMP,2 POLE, 15'WHIPS 27 IB EA DIVISION BAR 3/8' 8009 E21 I EA RAB GT500R U�,;n 2e I SHEET A/C/X PLYWOOD X X B' X 3/4' E22 / / NOT USED 200,AMP REVERSE SERVICE ��.e` 29 0.5 GAL SHERWIN WILLIAMS IND. ENAMEL-PLY 5TRUCTUAL GRAY 5W2031 E23 I EA BRK 5919 SMOKE DETECTOR W° TI 30 6 BX ARMSTRONG FLOOR TILE SHELTER WHITE 1 EA BRK RM3 RELAr - PI41 LADELP!-IIA a<v 31 3 GAL FLOOR TILE GW E ROBERTS 3057 E24 I EA DOOR CONTACT EDWARDS*1 GEN PLUG C O N F I G. oc i? 32 IB EA COVE BASE 4'X 4'BLACK E25 2 EA BUSS FRN-R-3 3AMP FUSES - CROUSE WINDS PART LC 9 y 33 2 EA OUTSIDE CORNER BASE 4'X 4'BLACK E26 I EA 8U55 H25030-25-2P 250V FUSE HOLDER 30A AREA20426-522 w"e 34 1 GAL COVE BASE ADHESIVE ROBERTS 7200 E27 I EA SC14RACK CADIIAIO-240 OPOT 240 VOLT AC a Pa..E O v 'wai°uuFE,v.",e 35 1 PAIL DEPENDABLE FLOOR LEVELER E28 'I EA ALLIED N505L6085 RELAY BASE 1 ,. 36 1 EA MICROFLEGr-WAVE GUIDE- 12 PORT B1110 E29 I EA LEE SC"4 6 X 6 X 4 SCREW COVER BOX _ . O B 37 Z EA STEEL PLATES 25 1/2'X 25 1/2'X 1/8' E30 Z EA T-STAT DAYTON 2E206 B E31 I EA TELCO BLOCK-SEIMANS 40066-M25 E L E C T R I CA L NOTES (B 2) 2 EA HARGER GBI1442CC GROUND BAR Z'NQ "0L _ r3 n ca GROUND E33 60 FT D2 THH pT N CV STRANDED INSUL GRN, INTERIOR HALO � � , I CONDUIT 5HALL BE SURFACE MOUNTED EMT E34 50 EA STAND OFF-PANDUIT PPI5-SIO-C 2 CONDUIT CONNECTORS SHALL BE OF THE SETSCREW TYPE E35 50 FT D2 THHN CU STRANDED INSUL GRN, CORNER EXITS 200 AMP REVERSE SERVICE 3 CONDUCTORS SHALL BE STRANDED TW14N - B FT 1/0 THHN CU STRANDED GREEN _ 4 CONDUCTOR SIZES SHALL BE AS INDICATED ON THE PANEL SCHEDULE E37 84 FT 81 THHN CU STRANDED GREEN CON N ECT I GU T . 5 SPLICES FOR CONDUCTORS SHALL BE MADE WITH U.L. LISTED CONNECTORS E38 40 EA BURNOT TA6CL-2TCI4 TWO.HOLE LUG GEN PLUG CONFIG. - 6 ELECTRICAL J-BOXES SHALL BE GALVANIZED STEEL E39 18 EA G-CRIMP-BURDT TC2C4/ULT-6 - RU55ELLSTOLL PART x 7 ELECTRICAL DEVICE BOXES SHALL BE GALVANIZED STEEL DS-2516f'1R-A-B-O E40 1 'EA MASTER CONTROL SYSTEM MC91AE 8 THERMOSTATS SHALL BE AT 5'6" ABOVE FINISHED FLOOR E41 Z EA 4 TON A/C WA4B2-AO5EPXXXJ 9 RECEPTACLES SHALL BE AS INDICATED ON THE DRAWING - a PO1E 10 SWITCHES SHALL BE MTO AT 4'0" TO CENTER ABOVE FINISHED FLOOR E42 2 EA SUPPLY GRILLE 30 X 10 54V II INTERIOR GROUNDING HALO SHALL BE 02 INSULATED GREEN STRANDED E43 2 EA RETURN GRILLE 30 X IG RAH 12 HALO GROUNDING EXITS SHALL BE 1/2" PVC THRU AT 22' IN THE E44 2 FA WM-FRP 2 X SW GLASSBOARD 2'X 8'LONG J FOUR CORNERS OF THE BLDG. WIRE SIZES TO BE =2 INSULATED GREEN E,I 2 EA CABLERACK 12'X II9.5'ZY- [14 EOUIPMENT SHALL BE BONDED TO THE INTERIOR HALO USING #6 INSULATED GREEN STRANDED E46 3 SET CABLERACK JUNCTION SC 12/SB-210T x.Nor USED E4T 14 SETS CORNER BRACKET CCI2/SB-2100-A i'NO1n''u' V A BONDING JUMPER SHALL BE INSTALLED AT ALL CABLERACK - s JUNCTIONS. THIS JUMPER SHALL BE #6 INSULATED GREEN STRANDED E4B 30 .EA FLAT WASHER-5/6'62WUSSH THE CABLERACK SHALL BE BONDED TO INTERIOR HALO IN 4E49 30 EA SPRING LOCKWASNER-5/B'62W58 - MOD-1162o A A PLACES U51NG u6 INSULATED GREEN 5TRANDED 200 AMP REVERSE SERVICE ALL BONDING SHALL BE DONE WITH 2 HOLE COMPRESSION LUGS E50 30 EA NON SPRING NUT N555-W/0 5/8' - •, rlr.an.tn <"In♦�nro.nwe;w,orvor»r.v ro � 1 c2.v:sreven ieanDLDaEs I rnr.an.ln q EIFIo♦M NN W unaor♦lvnaLrq . we n r.B.r.roti.a m eonxa.ne. a Ib"» . u,.,u.e.aar e�un o.roo»rar:nrar n ro - a.eo..a. n r. n4♦ne»e wt na n.or.a"rem a rNa"n na c ti wn"Tz ne root tt rx e..—Ia c.�.�.a`.dr r.e.oed.. 8 7 6 5 . 4 3 2 1 8 g 5 4 3 2 O is CAST Z' PVC J 20'-3" �- �- , CAST 2" PVC > Z I I/2° II'-6' 1 1/2" I/2' 20'_0�� 6'-0 5/8, 1 4'-10" 1'-10' 2'-bl 11'•4• .- CAST 4' PVC 5-7 1/2 S'-4 1/2' O V-4' 2' 6• (TYP X2) 2'-I' V-101 - 4'-II 3/4' W 4,p (TYP X2) Q \ On MMIME RMIMMMMIMMMMIMMM a] 3 N iV Q � w o L D D 1 a 1_ Q m w o CAST 3' PVC � - (TYP.%2) � IV '2 X ll a m X '^ N Q W W Y IY 11 Q 1L V N 2 o - T m m y O r J H I- O tt Y Q Z Z w 0 W F' m � � d � � •n X111111111 Q . f t m Z �7 W F z w 1-0, Q Q 10 I/2' o w U Z 4'-I 3/4" Q z J w L V II 7/8' (CAST 6' PVC) m 3'-O' I'-1' d w w w 6'-4 3/4" = CAST 2' PVC Q CAST 2" PVC (TTP %2) C CAST 2' PVC • C' (TYP %2) ' M IOR ATI N �� q 1.2• _ ,,�. zm C9 v o a Odom 20'-3' - 6 1/2' 4'-8 1/2" S'-5' ' 4'-I' 4'-8 V2" 6 V2' b�N C P Ey Y R V-101 2'_1e 8° I I Z„° - 89 I I LF m U U vi i41 0 G �0 EI 3/4,DEEP STEP DGWI iv _ a 8 _Q RI/2'GROOVE ALL ARO N O (SEE DETAIL A) in B 41 � EI EI AI LWU iV 1 O M1 m J n w > 2' TYP 4� y F r J iY 6 1/2' 4'-8 3/4' E7- "4' 5'-4 3/4' 4'-0 3/4' e V D Al - A f/2' P-o° MOD-11620 A v :v _Ir X a"9i �a�qx�IoNe�oeoer ro. 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CENTERED IN OS ;o Q• J H m0 \ / AREA T \ / \ / P (L 0 0 p 2 \/ o w p p w D_ A p Z Z J J¢ m / \ _ W Q U 0 I I / \ fi• , I ' --------I TI --------I I _ I ------------ Q Z J W_ l7 ----------- ' ---- I� Sal r�------ • tr1 I �� W W w O 6 1/2" p g�_p I� 3l_0n q-_4" 14'-9" - O m 19'-5 1/2• - py ZIP x V2. . p_0. 8 vz• _ II_o. vz' - r-o' v v� < p vm x�rL v HHM 24 04. .03(n?.) C:°c WHn 1K 0 �4.5.0 19'-5' 3 1/2 ,3 � 3 1/2" ' U] 4 C� 2&-0" B --------------------------------------------------- B HHn 2K D45.03 , - CENTERED IN WALL --------- - ----------- -----------I �. -------- ?� 6 1/2' akx - t q--4. n I I/2' \ 14'-9' m �1-i/2' UPPER WAUNCH va Y r�t."elou.ono 1�-0� 19'-5 1/2" - umra .. A MOD-I1620 A AI D Irl' ml.d—I. l.W.I"ti...•.us..•wH.t.ry!. 7S 2 Thh drv.Ha�aMM:d,sb�".d:IU valaMi"b. Ifmll.d wsolel'to a a"ZtZ I.�»M�hkh i!"le .. dhd...d. R I.urnd.nlwE t"t I nond d- 0 W.d,.l"yy' th.A�.d M that it.III i. - 8 7 6 5 4 3 2 1 � 8 7 6 5 4 3 2 1 . Q w z . 1/2,T1P ALL ARQMD 5'f�'WELD PLATE - , h 9' y pO w 8 5' • � op Q �9 T D w o m Q D J o . m o 1 ] m i'PRECAST CQKRETE . 'll FLOOR(REBAa NOT SNCWI) - :. iC N DETAI L A 2 w w r #5 DOWEL BAR SPLICER > Q w w Y H TYP. 12 PLACES $ 1b' CL. BOTT. w w U U m of J \1� SEE DETAIL 4 d ul Y � w B o Z V J J m 1 P wza m • � w u u w tR.0w0.SIDE i i I Z U = C z J w v WWM 2x6 D7 x D4.5 w w w = \ I 20'_0" 2' FROM TOP A ; 0 C A �, ; ENTIRE FLOOR ; C con I � � om � 3 #4 B � ; 3 #4 B z� I I 1 5 #4 B ��y �r 19'-5 1/2' 00 14-9' 'gA 101-81 GRC7UNQING Fvt]�j nj INSERT (TYP. X 4) v Um C� "d PJ �d P3 C3 1'-L't 5-3 C C 4 #4 T & B $ $' CL. TOP a`o PLAN SECTION B—B s/�'DEEP STEP DOWN BEND 44 BARS OVER DBS'S 8 a1/2' E DETALL AILL A) oes - ca B L9 � \ it • a o SECTI❑N C—C - CL - r r m u WWM 2X6 D4.5 X. D3 — iv ,=Ku 20'-0' 28 ai v"3 ... --- -------------------------------------------- - --------- n - d N o 1i 2' TYP _ 61,2• SECTION A—A 5'-3 I/4' - - VHn W-C 3/4" I q 19'-5 I/2' MOD-11620 q IM NUMBER ry 20 SCALE 1/2" = 1'-0" mN a.o.l•y eaN•Nrom.odon a.wN•t• ee CSJ.91f11E11 TlON0.DO6 1h1.a.onno N dhea..e rrh Ih. nd..ronn.y U•t M1•IM M ntal In cmNd oM Nmlfd wWy N th,!h.p rpew F-Io..hlch 1!u I. _ dNd—d. It N urWnlead Ud' nproduclb. d lNN dnJryry N 1hvAI•d d Mot it.IN tw wlumy b CSl SMII�r•dud•yf••an d—.d. " 8 7 6 5 4 3 2 1 i tew one c C?v OSe� � �l V) w A ris 1 0,1 - Pr Y f CaJL'l- _ y 1 r G T i w °s PROJECT INFORMATION GENERAL NOTES Xcin ular=N SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS I. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS WIRELESS SITE ADDRESS: 414 MAIN STREET SHALL APPLY: CONTRACTOR - CH2MHILL BOSTON MARKET ci COTUIT,MA 02635 SUBCONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) OWNER - OTHER WIRELESS LATITUDE: 4110.44 LONGITUDE: - 0.4411 2. SITE WORK(IF APPLICABLE)SHALL BE COMPLETED AS INDICATED ON THE ERICSSON0-0 JURISDICTION: TOIUN OF BARN5TABLE DRAWINGS AND PROJECT SPEGIFIGATIONS. 3. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO DEPICT THE DE51GN INTENT OF THE INSTALLATION. 4. ANY MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT OSTON MARKET ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH � CH2M HILL ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. SITE NUMBER■ OO� 5. ANY WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL PROJECT MANAGEMENT A ■ AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ARCHITECTURE ORDINANCES AND APPLICABLE REGULATIONS. ENGINEERING CONSTRUCTION SITE NAME: COTUIT WATER TANK THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8619 W.BRYN MAWR AVE CHICAGO,IL W631 1. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE Talk(773)693-5200 DRAWINGS,THE SUBCONTRACTOR SHALL DOCUMENT 4 PROPOSE AN ALTERNATIVE Fax-(773)893-3241 APPLICABLE BUILDING CODES AND STANDARDS SHT. NO. DESCRIPTION INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR '-- THIS DRAWING IS COPYRIGHTED AND IS THE SOLE 6. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITION5 PROPERTY OF CH2MHILL R IS PRODUCED FOR USE BY CINGULAR COMMUNICATIONS.REPRODUCTION OR OTHER T-1 TITLE SHEET PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION USE OF THIS DRAWING OR THE INFORM4TION CONTAINED WITHOSUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL,STATE, 5P-1 SPECIFICATIONS SHOWN ON THE DRAWINGS MUST BE VERIFIED.SUBCONTRACTOR SHALL NOTIFY SE PROHIBITED- AND THE WRDTEN PERMISSION OF cHZMHIu AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION THE CONTRACTOR OF ANY DISCREPANCIES OR PROCEED WITH CONSTRUCTION. AL HTS RESEWED_m z oos 5P-2 SPECIFICATIONS IAHJ)FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND :�, STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE A-I EQUIPMENT PLAN 9. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY �5����0�iR�t.1�\ DESIGN. A-2 WATER TANK ELEVATION CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING G-1 GROUNDING R15ER DIAGRAM NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE E-I DC POWER DETAIL COORDINATED WITH CONTRACTOR FOLLOWING STANDARDS. 9 r� AMERICAN CONCRETE INSTITUTE (ACI)318, BUILDING CODE REQUIREMENTS FOR 10. SINCE THE CELL SITE 15 ACTIVE„ALL SAFETY PRECAUTIONS, IN ACCORDANCE H STRUCTURAL CONCRETE _ WITH OSHA STANDARDS,MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC), MANUAL OF STEEL ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO CONSTRUCTION,ASD,NINTH EDITION PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)222-F, STRUCTURAL STANDARD PERSONAL FRF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF FOR STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES ANY DANGEROUS EXPOSURE LEVELS. �OFM INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS(IEEE)81,GUIDE FOR MAP ll, SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP �O MEASURING EARTH RESISTIVITY,GROUND IMPEDANCE,AND EARTH SURFACE MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE POTENTIALS OF A GROUND SYSTEM EXISTING FACILITY. (19 IEEE 1100 99) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF s I� r }•'`„ ELECTRONIC EQUIPMENT ` �� wk DRAwN By•r� 12.ALL SITES IN THE SCOPE OF WORK ARE ON-AIR THEREFORE ONLY ONE APPROVED BY JZ IEEE G62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AG ' �, t. e ANTENNA IN EACH SECTOR CAN BE WORKED ON AT ONE TIME.ALL WORK WITH i Y � EACH GROUP OF ANTENNAS MUST BE COMPLETED BEFORE MOVING ON TO THE POWER CIRCUITS(FOR LOCATION CATEGORY 'C3'AND 'HIGH SYSTEM EXPOSURE') ¢ as NEXT GROUP. TIA 60-1 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS A QA/QC - APPROVALS TELGORDIA GR-63 NETWORK EQUIPMENT-BUILDING SYSTEM(NEBS): PHYSICAL PROTECTION ••,. ct s x a" a. x k NAME: APPRV'D /REJCT'D DATE: TELCORDIA GR-34� CENTRAL OFFICE POWER WIRING . a , SEE aka Qs � 1 S;ITE � TELGORDIA GR-12�5 GENERAL INSTALLATION REQUIREMENTSt � �\ ? w y $ ' COMMENTS TELGORDIA GR-1503 COAXIAL CABLE CONNECTIONS CH2MHILL: FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS CH2MHILL MOST RESTRIC TIVE IREQUIREMEDNT OFA GOVERN WHERE THERE IS GONFLSTRUCTION,OR OTHER EGTS,THE L i REGARDING R Da � s1 g GONST.MGR: ❑ El03-08-06 ISSUED FOR PERMI BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT,THE SPECIFIC x t �� .I � REQUIREMENT SHALL GOVERN. .ulE ❑ ❑ 1093 a F ERICSSON � s' �� � g GONST.MGR.: l{ Az COTUIT WATER TANK CINGULAR: ❑ ❑ CINGULAR RF: 414 MAIN STREET rr t� a a a z av <, x xI as ❑ ❑ COTUIT, MA 02635 ® BEFORE YOU DIG SHEET TITLE YOU MUST GALL 3 WORKING DAYS PRIOR TO DIGGING DIRECTIONS GALL TOLL FREE (888-DIG-6AFE) TITLE SHEET DEPART 580 MAIN 5T,BOLTON,MA ON SR-II 1 MAIN ST (EAST)TURN OFF ONTO RAMP, MERGE ONTO 1-495 (SOUTH-WEST),CONTINUE (EAST)ON 5R-25, CONTINUE (SOUTH)ON US-6 SR-25,AT ROUNDABOUT,TAKE THE SECOND EXIT, HANDICAP REQUIREMENTS EXIT ROUNDABOUT ONTO 6R-28 GEN MACARTHUR BLVD,AT ROUNDABOUT,TAKE THE SECOND EXIT,EXIT ROUNDABOUT ONTO SR-28,TURN OFF ONTO RAMP,MERGE ONTO SHEET NUMBER 5R-151 NATHAN 5 ELLI5 HWY(EAST),AT ROUNDABOUT,TAKE THE THIRD EXIT,EXIT FACILTIY 15 UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS ROUNDABOUT ONTO SR-28 FALMOUTH RD,TURN RIGHT (SOUTH)ONTO MAIN ST,TURN LEFT T■1 REQUIREMENTS DO NOT APPLY (EAST)ONTO OLD POST RD,ARRIVE 414 MAIN STREET PROJECT NUMBER• 3SW45 GENERAL SPECIFICATIONS 23,EXISTING UTILITIES 2,13.FINISH GRADING f M.PREFACE VENDOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TOTGOMMENCING FINISH GRADING SHALL PREVENT PONDING OF SURFACE WATER AND PROVIDE VE THESE CONSTRUCTION SPECIFICATIONS ARE PROVIDED TO ESTABLISH CONSTRUCTION ACTIVITY. VENDOR 15 RESPONSIBLE FOR PAYMENT OF ALL FINES AND DRAINAGE AWAY FROM THE CINGULAR WIRELESS EQUIPMENT. X angular THE MINIMUM REQUIREMENTS FOR THE CONSTRUCTION OF AND CONTINUED REPAIR COSTS ASSOCIATED WITH INTERRUPTION OF EXISTING UTILITIES. MAINTENANCE DURING OPERATION OF A CINGULAR WIFZELE55 BASE TRANSCEIVER VENDOR SHALL NOT INTERRUPT EXISTING UTILITIES SERVING.CINGULAR WIRELESS 2.13.1 ACCESS ROAD WIP-EL_ESS STATION(BTS)AND SHELTER THI5 DOCUMENT 15 INTENDED TO SUPPLEMENT WITHOUT WRITTEN NOTIFICATION AND APPROVAL FROM CINGULAR WIRELESS. VENDOR ACCESS ROAD SHALL BE A MINIMUM OF 12' WIDE WITH 6' OF CRUSHER RUN(ABC) SITE DRAWINGS WITH STANDARD CINGULAR WIRELE55 CONSTRUCTION PRACTICES. SHALL PROVIDE 48 HOUR NOTIFICATION TO CINGULAR WIRELE55-PRIOR TO INTERRUPTION STONE BOSTON MARKET OF EXISTING UTILITIES AND ONLY AFTER MAKING PROVISION FOR TEMPORARY UTILITY AND GEOTEXTILE FABRIC AS DIRECTED BY CINGULAR WIRELESS, 5ERVICE5(IF.GENERATOR).CINGULAR WIRELESS SHALL HAVE THE RIGHT TO REQUIRE 2.132 SITE COMPOUND 1.2.COMPLIANCE UTILITY INTERRUPTION SCHEDULED DURING A CINGULAR WIRELESS SPECIFIED MAINTENANCE SITE COMPOUND SHALL HAVE A MINIMUM OF 3* OF CRUSHER RUN(ABC)STONE WHERE NO LOCAL CODES EXIST,THE WORK SHALL CONFORM TO THE STANDARD WINDOW.IF SCHEDULED OR UNPLANNED POWER INTERRUPTION IS CAUSED BY ACTIVITY OF COVERED 'ER.ICSSON BUILDING CODE AND THESE SPECIFICATIONS.FURNISH A DOCUMENT STATING THE VENDOR,ITS CONTRACTORS,5UBCONTRACTORS,AGENTS,AFFILIATES OR EMPLOYEES, BY 3' OF "51 WASHED STONE WITH GEOTEXTILE FABRIC UNDERNEATH, A85ENCE OF THE LOCAL CODES.THE UIORK SHALL COMPLY WITH 05HA SAFETY VENDOR SHALL PROVIDE A GENERATOR AND INCUR ALL-EXPENSES RELATED TO THE USE REQUIREMENTS.ALL WORK 15 TO BE COMPLETED IN ACCORDANCE WITH THE AND OPERATION OF GENERATOR. 2.14,PROTECTION OF GRADED AREAS VENDOR SHALL PROTECT AND MAINTAIN GRADED AREAS FROM EROSION AND SPECIFICATIONS AND DETAILS.WHERE CONFLICT OR AMBIGUITY ARISES BETWEEN TRAFFIC TO THE DETAILS AND THE SPECIFICATIONS,THE SPECIFICATIONS SHALL GOVERN AND, 2.4.EROSION CONTROL ALLOW ACCESS OF A TWO WHEEL DRIVE SEDAN VEHICLE.WHERE EROSION,RUTTING - VENDOR SHALL SEEK CLARIFICATION FROM CINGULAR WIRELESS. EROSION CONTROL MEASURES SUCH AS SILT FENCING SHALL COMPLY WITH ALL ORDINANCES OR • CH2M HILL AND BE UTILIZED TO PREVENT SOIL AND DEBRIS FROM ENTERING CINGULAR WIRELESS SETTLEMENT OCCURS DUE TO WEATHER CONDITIONS,CONSTRUCTION ACTIVITIES OR 13.GEOTECHNICAL INFORMATION FACILITIES AND SITE ACCESS. OTHER TRAFFIC,REPAIR AND RE-ESTABLISH GRADES TO"THE REQUIRED ELEVATIONS. A PROFESSIONAL GEOTECHNICAL INVESTIGATION OF THE 517E SHALL BE PERFORMED PROJECT MANAGEMENT BY A LICENSED GEOTECHNICAL FIRM FAMILIAR WITH GEOGRAPHICAL AREA. THE REPORT 2.5.DEWATERING 3.0 AC POWER AND TELCO SERVICE ARCHITECTURE OF GEOTECHNICAL INVESTIGATION IS FOR REFERENCE ONLY AND DOES NOT LIMIT VENDOR SHALL PREVENT SURFACE WATER FROM ENTERING EXCAVATIONS,FROM ACCUMULATING ENGINEERING VENDOR'S LIABILITY. COPY OF REPORT SHALL BE MADE AVAILABLE TO CINGULAR ON PREPARED SUBGRADES,AND FROM FLOODING THE CINGULAR WIRELESS SITE AND ACCESS. 3.1.GENERAL CONSTRUCTION WIRELESS UPON REQUEST. VENDOR SHALL TAKE ADDITIONAL MEASURES, IF REQUIRED,TO PREVENT SUBSURFACE THIS SECTION PERTAINS TO THE WORK REQUIRED TO PROVIDE TELEPHONE WATER FROM SOFTENING THE SUBGRADES AND FOUNDATION 501L5 PRIOR TO PLACEMENT SERVICE AND PERMANENT POWER FOR THE CINGULAR WIRELESS PROJECT. OF CONCRETE. 8819 W.BRYN MAWR AVE 1.4.SURVEYING AND LAYOUT 3.2.COMMERCIAL AG POWER - CHICAGO,IL 60631 Teo 17731,693-5200 WHERE THE NECESSARY DIMENSIONS ARE NOT SHOWN ON THE STANDARD DETAILS, 2b.CLEARING AND GRUBBING - - 32.1 APPLICATION FOR SERVICE Fax.(773)693-3241 VENDOR SHALL REQUEST THESE DIMENSIONS FROM CINGULAR WIRELESS IN WRITING SITE CLEARING SHALL BE PERFORMED WITHIN THE COMPLIANCE WITH LOCAL CODES_ CINGULAR WIRELESS WILL MAKE APPLICATION FOR AG POWER HOWEVER THE VENDOR BEFORE COMMENCING THE WORK MAKE ADEQUATE PROVISION IN TIME FOR CINGULAR WITHIN THE SITE COMPOUND,VENDOR SHALL REMOVE ALL TREES,STUMPS,LOGS,ROOTS, IS RESPONSIBLE FOR GONDITIONAL/TEMPORARY POWER,AS WELL AS COORDINATING THIS DRAWING IS COPYRIGHTED AND IS HE SOLE PROPERTY OF CH2MHI L.IT IS PRODUCED FOR USE BY WIRELESS TO DETERMINE SUCH DIMENSIONS WITHOUT CAUSING DELAY TO THE WORK BRUSH,SURFACE BOULDERS,OTHER OBJECTIONABLE MATERIAL,EXISTING FOUNDATIONS, INSTALLATION AND HOOK-UP OF THE POWER COMPANY'S EQUIPMENT TO PROVIDE ueARCONICAIO ROTHEsO COMMUNICATIONS.ING OR THE INFORMATION CONTAINED FENCES AND STRUCTURES OF ALL DESCRIPTIONS.THE ONLY EXCEPTIONS WILL BE TH05E COMMERCIAL AG POWER TO THE DESIGNATED CINGULAR WIRELESS POWER HEREIN WITHOUT THE WRITTEN PERMISSION OF TERMINATION POINT. ALL INSTALLATIONS SHALL BE PERFORMED IN CONFORMANCE IS PROHIBITED. CH2MHILL 15.CONSTRUCTION SCHEDULE APPROVED BY CINGULAR WIRELESS.ALL GRUB HOLES OR OTHER DEPRESSIONS RESULTING ALL RIGHTS RESERVED.m 2006 FROM THE CLEARING AND/OR GRUBBING WORK SHALL BE BACKFILLED AND COMPACTED WITH THE CINGULAR WIRELESS STANDARD SPECIFICATIONS. _ VENDOR SHALL SUBMIT A PROJECT SCHEDULE TO CINGULAR WIRELESS. WITH INDUSTRY STANDARD MATERIAL. 32.2, INSTALLATION If-INSPECTIONS VENDOR SHALL PROVIDE ALL MATERIALS FOR CONNECTION FROM THE POWER 2.'1.SLOPING AND SHORING OF EXCAVATIONS SOURCE TO THE CINGULAR WIRELE55 EQUIPMENT AS PER THE STANDARD DETAILS VENDOR SHALL NOTIFY CINGULAR WIRELESS OF THE FOLLOWING INSPECTIONS. ,AND SPECIFICATIONS THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS,AND THE . VENDOR SHALL PROVIDE ADEQUATE SLOPING,SHORING,BRACING,AND/OR SHEET PILING f � , INSPECTIONS THAT CINGULAR WIRELESS WILL HAVE THE OPTION OF ATTENDING ARE: LOCAL POWER COMPANY'S REQUIREMENTS Wa G�*4c>`� _�•1 V. FOR ALL EXCAVATIONS TO PROTECT ADJACENT STRUCTURES AND COMPLY WITH RELEVANT LOCAL CODES,ORDINANCES,AND AUTHORITIES,INCLUDING,BUT NOT LIMITED TO OSHA 3.2.2.1.UNLESS REQUIRED OTHERWISE BY THE LOCAL AUTHORITY,SERVICE IS TO Ca CIIICt.�, INSPECTIONS REQUIRING 48 HOUR NOTICE AND ANSI REGULATIONS, BE 200 AMP 120/240 VOLT,SINGLE PHASE,AND AG SERVICE.THE ROUTING OF ILLINOIS I GROUNDING MEG TEST THE POWER SUPPLY OUTSIDE OF THE COMPOUND 15 THE OPTION OF VENDOR. j ' 2 EQUIPMENT FOUNDATIONS BEFORE CONCRETE POUR 28.EXCAVATIONS POWER SUPPLY FROM THE 'DROP' OUTSIDE OF THE COMPOUND TO THE CINGULAR 3 INSPECTION OF GROUNDING SYSTEM PRIOR TO COVER UP EXCAVATE FOUNDATIONS FOR THE EQUIPMENT ENCLOSURES,AND CABLE SUPPORT WIRELESS EQUIPMENT IN51DE THE COMPOUND SHALL BE UNDERGROUND. UNLE55 OF VA OTHERWISE SHOWN ON THE PLANS,PLACE THE POWER SUPPLY IN A 4' DIAMETER INSPECTIONS REQUIRING I WEEK NOTICE WITH A 48 HOUR CONFIRMATION NOTICE STRUCTURES TO THE ELEVATIONS AND DIMENSIONS INDICATED ON THE DETAILS SCHEDULE 40 PVC CONDUIT.THE CONDUIT SHALL BE UL APPROVED PIPE BURIED 4 SITE COMPLETION/SITE ACCEPTANCE ACCOMPANYING THIS SPECIFICATION.UTILITY TRENCHES SHALL BE EXCAVATED TO THE A MINIMUM OF 3 FEET BELOW FINLSHED GRADE.EXPOSED CONDUIT SHALL BE UV VENDOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT ALL RELEVANT AUTHORITY DEPTH REQUIRED BY THE ACCOMPANYING DETAILS OR LOCAL CODES,WHICHEVER 15 RESISTANT PVC CONDUIT. I. INSPECTIONS ARE CARRIED OUT IN A TIMELY MANNER VENDOR SHALL PROVIDE GREATER,TO ALLOW INSTALLATION OF THE TOP OF THE PIPE OR CABLING TO BE BELOW DRAWN BY•RR THE FROST LINE.PROVIDE UNIFORM BEARING AND SUPPORT ALONG THE FULL LENGTH OF 3222.PVC CONDUIT BENDING SHALL BE ACCOMPLISHED BY THE USE OF DOCUMENTATION OF ALL INSPECTIONS TO CINGULAR WIRELESS.VENDOR IS RESPONSIBLE MANUFACTURED ELBOWS AND FITTINGS,OR BY HEATING IN AN APPROVED PVC APPROVED BY•JZ FOR COORDINATING AND OBTAINING ALL INSPECTIONS AND TESTING REQUIRED IN THE CONDUIT OR PIPE.REMOVE STONES AND OTHER OBJECTS FROM THE EXCAVATION CONDUIT HEATER AND FORMING TO DESIRED RADIU5 BY APPROVED PVC THI5 SPECIFICATION. THAT WOULD OTHERWISE CAUSE POINT LOADING DAMAGE. BENDING EQUIPMENT.HEATING BY OPEN FLAME SHALL NOT BE ALLOWED. 2.9,FILL MATERIAL 3223.ALL JOINTS SHALL BE MADE WATERTIGHT U51NG SOLVENT CEMENT I.I.RELEVANT NATIONAL STANDARDS AND AUTHORITIES THE FILL MATERIAL SHALL CONTAIN NO ORGANIC MATERIAL OR ROCKS LARGER THAN 6 MANUFACTURED BY SAME MANUFACTURER AS THAT OF THE CONDUIT. THE FOLLOWING NATIONAL STANDARDS AND FEDERAL AUTHORITIES SHALL GOVERN INCHES,NOR SHALL CONTAIN OBJECTIONABLE MATERIALS AND/OR MATERIALS.DE5IGNATED THE SCOPE OFTHE WOK: 33. TELCO SERVICE R AS HAZARDOUS OR INDUSTRIAL BY THE ENVIRONMENTAL PROTECTION AGENCY(EPA).THE ACI = AMERICAN CONCRETE INSTITUTE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL vOID5 IN THE MATERIAL. THE ROUTING OF THE TELCO SUPPLY OUTSIDE OF THE COMPOUND 15 THE OPTION OF AISC = AMERICAN INSTITUTE OF STEEL CONSTRUCTION MOISTURE CONTENT OF FILL MATERIAL SHALL BE WITHIN 2 PERCENT OF OPTIMUM VENDOR VENDOR SHALL PROVIDE UNDERGROUND TELCO CONDUIT FROM THE TELCO ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MOISTURE CONTENT PRIOR TO COMPACTION. SOURCE TO THE TELCO COMMON BOX FOR DEMARCATION AND CONTINUE TO THE A5CE = AMERICAN SOCIETY OF CIVIL ENGINEERS EMER50N FOR CINGULAR WIRELE56 EQUIPMENT CONNECTION DESIGNATED CINGULAR WIRELE55 TELCO TERMINATION POINT. VENDOR 15 RESPONSIBLE FOR PROVIDING ALL ASTM = AMERICAN 50CIETY FOR TESTING AND MATERIALS 2,10.SORROW MATERIAL MATERIALS AND ASSOCIATED LABOR FOR CONNECTION FROM THE TELCO SOURCE TO AW5 = AMERICAN WELDING SOCIETY ANY BORROW MATERIAL REQUIRED FOR THE COMPLETION OF WORK SHALL BE THE THE DESIGNATED CINGULAR WIRELESS TELCO TERMINATION POINT AS PER THE 03-08-06 ISSUED FOR PERMIT EIA = ELECTRONIC INDUSTRIES ASSOCIATION RESPONSIBILITY OF VENDOR AND SHALL COMPLY WITH THE SPECIFICATIONS FOR STANDARD DETAILS. FCC = FEDERAL COMMUNICATIONS COMMISSION MOISTURE AND COMPACTION. 33.1.TWO (2)CONDUITS SHALL BE PLACED BETWEEN THE TELCO COMMON BOX AND 1095 FAA = FEDERAL AVIATION ADMINISTRATION EMERSON WHICH SHALL BE A MINIMUM OF 2- DIAMETERS SCHEDULE 80 PVC, ONE 2.11.BACKFILL AND COMPACTION COTUIT WATER TANK IBC = 2mmm INTERNATIONAL BUILDING GORE CONDUIT SHALL HAVE TWO GAT 5 ABIS DIRECT BURY GRADE SERVICE WIRES PULLED NCRP = NATIONAL COUNCIL FOR RADIO PROTECTION AND MEASUREMENT ALL DEBRIS,FORMWORK,EXCESS MATERIAL,AND TRASH SHALL BE REMOVED FROM THE THROUGH WITH A MINIMUM OF 20' COILED AND UN-TERMINATED AT EACH END. PLUG NEC = NATIONAL ELECTRICAL CODE EXCAVATION PRIOR TO BACKFILL.PLACE AND COMPACT FILL MATERIAL EVENLY ALONG OR GAP EACH END OF THE SPARE CONDUIT AND PROVIDE TWO SEPARATE PULL THE FULL LENGTH OF ALL FOUNDATIONS,UTILITY CONDUITS AND PIPE5,AND EVENLY UNDER STRING5,SECURELY FASTENED AT EACH END OF THE CONDUIT. PULL STRINGS SHALL NFPA = NATIONAL FIRE PROTECTION ASSOCIATION ALL SLA55 AND PAVEMENTS TO THE REQUIRED ELEVATIONS.COMPACTION OF BACKFILL OR BE 20OLB POLYETHYLENE CORD. CONDUIT TO BE PROPERLY SEALED AS NOTED IN 05HA = OCCUPATIONAL SAFETY AND HEALTH A55OCIATION DETAILS 414 MAIN STREET BORROW SOIL SHALL BE PERFORMED IN 12 INCH LIFTS OF LOOSE MATERIAL WHEN .UTILIZING COTUIT, MA SBC = STANDARD BUILDING CODE HEAVY COMPACTION EQUIPMENT OR 6 INCH LIFTS OF LOOSE MATERIAL WHEN UTILIZING HAND 02635 332_TELCO CONDUIT TO CONNECT TO THE LOCAL EXCHANGE PROVIDER SHALL BE A TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION OPERATED TAMPERS.COMPACTION OF ALL BACKFILL SHALL ACHIEVE 95 PERCENT OF 4' DIAMETER SCHEDULE 40 PVC FROM THE TELCO COMMON BOX TO THE POINT SHEET TITLE UCBC = UNIFORM COMMERCIAL BUILDING CODE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. DESIGNATED BY THE LOCAL EXCHANGE PROVIDER PLUG OR GAP EACH END OF THE UL = UNDERWRITERS LABORATORIES FOR ALL FILLS AND EMBANKMENTS,DO NOT PLACE BACKFILL ON MUDDY OR FROZEN CONDUIT AND PROVIDE TWO SEPARATE PULL STRINGS,SECURELY FASTENED AT SURFACES,OR SURFACES THAT CONTAIN ORGANIC MATERIALS SUCH AS LEAVES,GRA55, EACH END OF THE CONDUIT. PULL STRINGS SHALL POLYETHYLENE GOOD. SPECIFICATIONS SITE WORK CONDUIT TO BE PROPERLY SEALED AS NOTED IN DETAILS. SWEEP UP CONDUIT TO �7 ROOTS,OR BRUSH.ON SLOPES STEEPER THAN 25 PERCENT GRADE,PLOW STRIP OR 12' ABOVE FINISHED GRADE (DO NOT GLUE CONDUIT ELBOW). 2.1.GENERAL OTHERWISEBREAK UP THE SURFACE TO BOND FILL MATERIAL WITH THE EXISTING SURFACE. 333. TELCO COMMON BOX THIS SECTION PERTAINS TO WORK INVOLVED WITH EARTHWORK,PROTECTION OF EXISTING VENDOR SHALL PROVIDE A NEMA 3 RATED TELCO COMMON BOX WHICH SHALL BE A UTILITIES,AND EXCAVATIONS. 2.12.GEOTEXTILE FABRICS MINIMUM SIZE OF 36' X 30' X 12''- WITH A 3/4' PLYWOOD BACKBOARD,MULTI-POSITION SHEET NUMBER GEOTEXTILE FABRIC SHALL BE MIRAFI 500 X OR EQUAL,AND SHALL BE OVERLAPPED NO GROUND BUSS BAR AND A DOOR WHICH CAN BE PADLOCKED.THE BOX SHALL VENDOR SITE PREPARATION LESS THAN 36'AND PLACED IN THE SITE COMPOUND. IT SHALL ALSO BE PLACED UNDER THE SI9-1 VENDOR SHALL TAKE ALL REASONABLE MEASURES TO PROTECT EXISTING STRUCTURES, CONNECTED TO THE CINGULAR WIRELESS SITE GROUND RING,AND SHALL BE v UTILITIES,WALKWAYS,PAVEMENTS,AND OTHER FACILITIES FROM DAMAGE DURING ACCESS ROAD WHEN DIRECTED BY CINGULAR WIRELESS, INSTALLED A MINIMUM OF l DAYS PRIOR TO THE SCHEDULED SITE ACCEPTANCE CONSTRUCTION AND MAINTENANCE OPERATIONS.VENDOR SHALL BE LIABLE FOR ALL DATE. THIS BOX WILL BE SOLELY FOR THE JOINT USE OF CINGULAR WIRELESS,ANY DAMAGES THAT OCCUR AND ALL EXPENSES To REPAIR - FUTURE GOLLOGATORS AND THE LOCAL EXCHANGE PROVIDER PRolECT NUMBER• s9 6ese 1 3.4 SPARE CONDUITS 43.5.GROUNDING KITS FOR USE AS BONDS FOR COAXIAL CABLES SHALL PROVIDE A 4.13 METAL GATE SUPPORT FENCE POSTS SHALL BE BONDED ACROSS VENDOR SHALL PROVIDE SPARE CONDUITS AS SHOWN ON THE STANDARD DETAILS, COMPLETE PRODUCT. KIT SHALL BE SUITABLE'TO PROVIDE A HIGH GRADE THE OPENING OF THE GATE WITH A MINIMUM OF A 02 AU,G BARE TINNED GROUNDING CONNECTION TO THE COAXIAL CABLE. GROUND STRAP SHALL BE PER COPPER WIRE BURIED AT A DEPTH OF AT LEAST 18'. • 35 ALARM WIRING MIL-STD-I88-124A SPECIFICATIONS AND PROVIDE CERTAINTY OF OPERATION X C I n g u I a r REFERENCE 'ATTACHMENT A' FOR STANDARD INSTRUCTIONS AND DETAILS. WITHSTANDING 99i OF ALL POSSIBLE LIGHTNING STRIKES. 4B OTHER CONNECTIONS WIRELESS 4. GROUNDING 43.C6.PVC CONDUITS,WHEN SPECIFIED HEREIN,SHALL BE UL LISTED SCHEDULE 40 AND I FUEL AND OTHER METALLIC STORAGE TANKS SHALL BE BONDED TO MEET UL STANDARDS 651,AND NEMA TC2-1990: CONDUITS SHALL BE INSTALLED WITH THE METAL FENCE AND COUNTERP015E WITH A 02 AWG BARE COPPER BOSTON MARKET 4.1.GENERAL LONG RADIUS PULLING BENDS. THE MINIMUM RADIUS OF ALL BENDS SHALL BE 8 TIMES WIRE. TH15 SECTION OUTLINES THE TECHNICAL REQUIREMENTS FOR GROUNDING ALL TYPES OF THE CONDUIT SIZE. CONDUITS SHALL BE INSTALLED WITH GLUED SCHEDULE 40 FITTINGS SITES. PER THE MANUFACTURER'S RECOMMENDATIONS. 2 GABLE TRAYS SHALL BE BONDED OVER THEIR LENGTH EVERY 10 FEET AND HE THE COUNTERPOISE 2 CONDUCTORS SHALL BE INSTALLED IN E R I C S S O N 4.1.1.EACH SITE SHALL HAVE AS ITS SINGLE POINT MASTER GROUND AND ANCILLARY 43.1.WHENEVER MULTIPLE,SIMILAR COMPONENTS ARE EMPLOYED IN ,4 SYSTEM, SUCH CONDUIT WHEREVER THEY MAY BE PHYSICALLY DAMAGED BY ENCLOSURE (EMERSON)_ THE ENCLOSURE WILL BE AN OUTDOOR CABINET SUPPLIED AS MULTIPLE BONDING LEADS ATTACHING TO.A BUSS BAR WHERE THEY CANNOT BE AUTOMOBILE TRAFFIC,OR RUN IN CONCRETE. ALL CONDUITS SHALL BE AS BY CINGULAR WIRELESS AND INSTALLED BY THE VENDOR PER THE INSTALLATION EASILY VISUALLY TRACED,EACH COMPONENT SHALL BE LABELED WITH ITS POINT OF SPECIFIED IN 13.6,WITH LONG RADIUS PULLING BENDS. THE MINIMUM MANUAL. ORIGIN AND/OR PURPOSE RADIUS OF ALL BENDS SHALL BE 8 TIMES THE CONDUIT SIZE,BUT NOT LESS THAN 8 INCHES. 4.12.THE EMERSON WILL BE THE TERMINATION POINT FOR ALL UTILITY SERVICES WHICH 4.4.GROUNDING COUNTERPOISE INSTALLATION PROVIDES FOR BETTER SINGLE POINT REFERENCING. ALSO ALL TOWER MOUNTED 3 GRC METALLIC CONDUITS ARE NOT RECOMMENDED. FOR PROTECTING RADIO FEEDERS,POWER CABLES AND TELCO GABLES WILL BE TERMINATED WITH 4.4.1.PROTECTION FOR PERSONNEL AND EQUIPMENT SHALL BE PROVIDED WITH THE BARE GROUNDING CONDUCTORS. HOWEVER,WHEN REQUIRED BY LOCAL • CH2M HILL SURGE PROTECTION DEVICES IN THE EMERSON. INSTALLATION OF A CONTINUOUS UNDERGROUND COUNTERPOISE, 'GROUND RING', CODES,THE CONDUIT CONDUCTOR SHALL BE BONDED TO THE CONDUIT AROUND EACH STRUCTURE ON SITE. AT BOTH ENDS. Adw- 4.13 THE WORK SHALL ALSO INCLUDE FURNISHING AND INSTALLING ALL GROUNDING OF TOWER, ICE BRIDGE,ANTENNAS,AND EMERSON. 4.42.COUNTERPOISE GROUND RINGS SHALL CONSIST OF 02 AWG TINNED SOLID COPPER 4.9 GROUNDING INSTALLATION PROCEDURES PROJECT MANAGEMENT WIRE. ARCHITECTURE 42 GROUNDING SYSTEM DESIGN ENGINEERING d.9.1.FEEDER GABLE GROUNDING 4.43.COUNTERPOISE SHALL BE BURIED TO A DEPTH OF AT LEAST IS' BUT NOT MORE CONSTRUCTION 42.1.THE DESIRED DE51GN VALUE OF EARTH RESISTANCE OF THE GROUNDING THAN 24' BELOW FINISHED GRADE. I COAX CABLES SHALL BE BONDED TO THE TOWER AT LEAST AT SYSTEM HEREIN DESCRIBED SHALL BE FIVE (5)OHMS OR LE55 AS MEASURED AT THE TOP OF THE TOWER AND BOTTOM USING APPROVED GROUND THE EXTERNAL COUNTERPOISE AT THE SINGLE POINT GROUND ROD WITH THE 4.4.4.COUNTERPOISE SHALL BE INSTALLED AT LEAST 2' BUT NO MORE THAN Y FROM KITSi WITH►6 AWG BLACK INSULATED STRANDED CABLE. 8619 W.BRYN MAWR AVE UTILITY GROUNDS REMOVED AS INDICATED ON THE DETAILS. IN GENERAL,THIS THE PERIMETER OF THE STRUCTURE IT SURROUNDS. SHARP CORNERS AT CHANGES IN CHICAGO,IL 60631 REQUIREMENT SHALL APPLY TO THE WHOLE OF THE INTEGRATED GROUNDING DIRECTION OF THE COUNTERPOISE SHALL NOT BE PERMITTED. THE RADIUS OF THE 2 GROUNDING STRAP KITS SHALL BE SUPPLIED BY.ANDREW Tel.(773)693-5200 SYSTEM. CORNERS SHALL BE AT LEAST TWO FEET. CORPORATION,OR APPROVED EQUAL. THE LEAD SHALL BE Fax.(773)693-3241 BONDED AT THE GROUND LEVEL TO A BUSS BAR SUPPLIED BY THE 42.2. IT IS ESSENTIAL FOR THE GROUNDING SYSTEM TO PROVIDE THE LOWEST 4.5 GROUND ROD INSTALLATION VENDOR. THE BUSS BAR SHALL BE SUITABLE TO THE NUMBER OF THIS DRAWING IS COPYRIGHTED AND IS THE SOLE IMPEDANCE (GROUND RESISTANCE)TO EARTH AND BETWEEN GROUNDED CIRCUITS. TRANSMISSION LINES ENTERING OR EXITING THE STRUCTURE. PROPERTY OF CH2MHIU IT IS PRODUCED FOR USE BY THE VENDOR SHALL ACHIEVE THIS BY APPLYING APPROVED WRING METHODS AS CINGULAR COMMUNICATIONS.REPRODUCTION OR OTHER I DESCRIBED IN THIS SPECIFICATION. IT IS THE RESPONSIBILITY THE VENDOR TO 4.5.1.GROUND RODS SHALL BE LOCATED AS SHOWN ON THE DETAILS AND CONNECTED A-NON-METALLIC CONDUITS ARE TO BE USED FOR ANY BURIED USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF CH2MHIlL TO THE COUNTERPOISE. PART OF THE COAX GABLE. IS PROHIBITED. INFORM GINGULAR WIRELESS OF THE COMPLETION OF THE GROUND RING PRIOR TO B-FIBER OPTIC CABLES SHALL BE ROUTED 50 THEY ENTER THE All RIGHTS RESERVED.0 2006 BACKPILLING. THIS NOTICE SHOULD BE MADE AT LEAST 48 HOURS PRIOR TO 452.GROUND RODS SHALL BE DRIVEN VERTICALLY TO THE REQUIRED DEPTH. IF SITE AT THE SERVICES ENTRANCE,AND METALLIC OR OTHERWISE - COMPLETION SO GINGULAR WIRELESS CAN MAKE A VISUAL INSPECTION OF THE HARD ROCK IS ENCOUNTERED,RODS MAY BE DRIVEN UP TO A FORTY-FIVE DEGREE MEMBERS WITHIN EACH GABLE ARE INTERRUPTED AND COMPLETED RING. ANGLE TO OBTAIN THE REQUIRED EMBEDDING OF THE ROD TOP. RODS THAT CAN NOT GROUNDED TO THE SITE MASTER GROUND BUSS. BE DRIVEN IN THIS MANNER,MUST HAVE A HOLE AUGURED AND THEN INSTALLED. 423.THE GROUNDING SYSTEM SHOWN ON THE DETAILS 15 EXPECTED TO PROVIDE 3 ALL FASTENERS USED TO CONNECT THE GROUNDING KIT LEADS FOR A MAXIMUM EARTH RESISTANCE OF 5 OHMS.AS A PREREQUISITE TO THE SITE 4.53.RODS SHALL BE LOCATED SUCH THAT NO ROD I5 CLOSER THAN 2'FROM ANY TO THE BUSS BAR SHALL BE OF SUITABLE MATERIAL,AND ALL Z No 9454 ACCEPTANCE BY GINGULAR WIRELESS,VENDOR SHALL PERFORM THE FALL OF 2 FOUNDATION. RODS SHALL BE SPACED A MINIMUM OF 5' APART OR AS SHOWN ON THE CONNECTIONS SHALL HAVE A PROTECTIVE COATING OF COPPER POTENTIAL EARTH RESISTANCE TESTING PROCEDURE AS DESCRIBED IN APPENDIX DETAILS. AN OPTIMUM SEPARATION FOR 8'RODS IS CONSIDERED TO BE IC6'. KOTE BETWEEN THE LUGS AND BUSS BAR OPTION «< A.VENDOR SHALL NOTIFY GINGULAR WIRELESS OF THE SCHEDULED TEST FOR THE � OPTION OF THEIR ATTENDANCE. 4b COUNTERPOISE CONNECTIONS 4 THE OUTER CONDUCTOR OF COAX GABLES SHALL BE BONDED II.LIIV®IS AND GROUNDED PRIOR TO START OF EQUIPMENT PAD. �p 43.MATERIALS SPECIFICATIONS 4.6.1.CONNECTION OF THE EMER50N TO THE GROUNDING COUNTERPOISE SHALL BE WITH �7FJ—I,A � UNLESS OTHERWISE SPECIFIED ON THE DETAILS,THE MATERIALS USED IN ALL EXTERIOR A"2 AWG BARE SOLID TINNED COPPER GROUND WIRE. THE CONDUCTORS SHALL BE GROUNDING SYSTEMS SHALL BE LIMITED THE FOLLOWING: CONNECTED TO THE COUNTERPOISE AND THE SITE MASTER GROUND BAR IN THE 4.92 TELEPHONE CABLE GROUNDING EMERSON. THE CONNECTION TO THE COUNTERPOISE SHALL BE TO ONE COMMON 43.1.ALL GROUND RODS SHALL BE 5/8' BY 8' COPPER-GLAD STEEL OR 3/4' BY 8' GROUND ROD. THIS ROD SHALL BE THE 'SINGLE POINT GROUND ROD,' AS LOCATED I ALL TELEPHONE CABLES SHALL ENTER THE SITE AND TERMINATE IF THE GEOTEGHNICAL REPORT INDICATES ROCKY SOILS. ACTUAL QUANTITIES, ON THE DETAILS. AT THE TELCO DEMARCATION POINT IN THE EMERSON. oawwN Br•r�x LENGTHS AND LOCATIONS ON THE SITE WILL BE DETERMINED BY A SITE SPECIFIC 4b2.THE GROUND WIRE USED FOR CONNECTION OF THE EMER50N TO THE SINGLE POINT 2 EACH TELEPHONE CABLE SHALL BE RUN AT THE DEMARCATION APPROVED BY•JZ ANALYSIS. GROUND SHALL BE PROVIDED BY THE VENDOR POINT THROUGH A SURGE PROTECTION DEVICE IN THE EMER50N WHICH 15 GROUNDED TO THE 51TE MASTER GROUND BUSS. 432.MAIN GROUNDING CONDUCTORS SHALL BE A MINIMUM OF 12 AWG SOLID BARE 4,,3.THE 51TE MASTER GROUND BAR SHOULD BE CONNECTED TO THE SINGLE POINT TINNED COPPER UTILITY GROUNDING LEADS SHALL BE A MINIMUM OF*210 GROUND ROD IN THE FOURTH SET OF HOLES FROM THE LEFT OF THE BU55 BAR THE 3 TELEPHONE GABLES SHALL BE ROUTED INTO THE SITE U51NG STRANDED GREEN COATED COPPER UNLE55 LOCAL REQUIREMENTS SPECIFY FIRST THREE SET OF HOLES TO THE LEFT WILL BE RESERVED FOR THE BTS EQUIPMENT. PvC CONDUIT FROM THE EMERSON TO A POINT AS SHOWN ON THE OTHERWISE. ALL OTHER CONNECTIONS SHOULD BE TO THE RIGHT OF THE SINGLE POINT CONNECTION DRAWINGS. 43 GROUND BARS SHALL BE 1/4 INCH THICK AND 4 INCHES WIDE SOLID COPPER TO PREVENT ANY SURGES FROM BEING TRANSFERRED TO THE BTS'S. 4.9.3.POWER CABLE GROUNDING PLATE PRE-DRILLED TO ACCEPT DOUBLE HOLED LUGS.THE LENGTH OF BAR 4b.4,ALL CONNECTIONS TO THE COUNTERPOISE SHALL BE "2 AWG SOLID BARE TINNED SHALL BE SUITABLE TO THE NUMBER OF CONNECTIONS TO IT WITH A MINIMUM OF 1/2' BETWEEN TWO CONNECTIONS AND CONFORM TO CINGULAR WIRELESS COPPER CONDUCTORS. I ALL POWER CABLES SHALL ENTER THE SITE AND TERMINATE AT THE AC UTILITY METER DEMARCATION POINT(SOCKEY). STANDARDS.GROUND BARS SHALL BE MOUNTED ON SUITABLE STANDOFF 4A 5.ALL ABOVE GROUND MECHANICAL CONNECTIONS WITHIN THE GROUNDING SYSTEM BRACKETS TO ALLOW FOR EASY CONNECTION OF LUGS AND PREVENT SHALL BE SANDED TO BARE METAL AND TREATED WITH A-OXIDANT COMPOUND. 2 THE UTILITY POWER GABLE SHALL RUN THROUGH A SURGE CORROSION DUE TO GALVANIC REACTION. PROTECTION DEVICE IN THE EMERSON,WHICH 15 GROUNDED TO THE 4bb.METHODS OF CONNECTION COUNTERPOISE VIA A "2 AWG BARE TINNED COPPER WIRE. PROVIDE BUSS BARS AT THE FOLLOWING LOCATIONS: 03-08-06 ISSUED FOR PERMIT I TOP OF THE TOWER(DO NOT ISOLATE THIS GROUND BAR FROM THE TOWER) 4b.6.1.ALL CONNECTIONS BETWEEN THE GROUND RING,GROUND RODS,GROUND 3 WHEN THE UTILITY TERMINATION MUST BE SEPARATE FROM THE 2 INTERMEDIATE TOWER GREATER THAN 200' (DO NOT ISOLATE THIS GROUND CONDUCTORS,AND/OR EXTERIOR GROUND BARS SHALL BE EXOTHERMIC WELDS. EMERSON, IT SHALL BE AT A COMMON LOCATION TO OTHER 1093 BAR FROM THE TOWER) ACCEPTABLE EXOTHERMIC WELDING PROCESSES ARE CADWELD OR SERVICES. 3 BOTTOM OF THE TOWER(DO NOT ISOLATE THIS GROUND BAR FROM THE THERMOWELD.ALL EXOTHERMIC WELDS SHALL BE SUBSEQUENTLY TREATED WITH COTUIT WATER TANK TOWER) TWO COATS OF A ZING RICH COLA GALVANIZING PAINT. 4 VENDOR SHALL ENSURE THAT THE NEUTRAL 15 BONDED TO GROUND AT THE MAIN DISCONNECT SWITCH WHICH 15 GENERALLY SELF-SUPPORT AND GUY TOWER - LOCATE WITHIN 24' OF THE COAX CABLE 4b.62.MATERIALS USED IN SITE AND EQUIPMENT BONDING AND GROUNDING SHALL LOCATED EITHER IN51DE THE EMERSON_ A GREEN CONDUCTOR FOR BENT BE MADE EXCLUSIVELY BETWEEN THE SAME METALS,OR BETWEEN METALS GLOSS GROUND AND A WHITE CONDUCTOR FOR NEUTRAL SHALL ORIGINATE AT THIS POINT AND REMAIN SEPARATED ALL THROUGHOUT THE 414 MAIN STREET CONNECTIONS SHALL MONOPOLE - LOCATE BENEATH THE COAX EXIT PORTAL TO ONE ANOTHER THE ELECTROCHEMICAL SERIES.ALL MECHANICAL BE THOROUGHLY COATED WITH AN ANTI-CORROSION GROUND SITE. COTUIT, MA 4 GABLE ICE BRIDGE - LOCATE PRIOR TO THE EQUIPMENT PAD. .ISOLATE THIS SEALANT. 5 ALL COMMERCIAL UTILITY GABLES SHALL BE ROUTED INTO THE 02635 GROUND BAR FROM THE ICE BRIDGE. 4.1 METAL FENCE CONNECTIONS SITE USING PvC CONDUITS FROM THE EMERSON TO A POINT AS SHEET TITLE 5 A-BOX - 51TE MASTER GROUND BAR,SUPPLIED BY GINGULAR WIRELESS AND SHOWN ON THE DRAWINGS. INS GR BY VENDOR EACH 4.1.1 METAL FENCES SHALL BE GROUNDED WITH ONE GROUND ROD AT EACH CORNER, GN GROUNUN D BAR SHALL BE INSTALLED WITH ITS OWN LEAD TO THE AND EACH ROD SHALL BE CONNECTED TO THE NEAREST COUNTERPOISE. IF THE CONDUCTORS SHALL BE INSTALLED IN CONDUIT WHEREVER SPECIFICATIONS COUNTERPOISE. THEY MAY BE PHYSICALLY DAMAGED BY AUTOMOBILE GINGULAR WIRELESS COUNTERPOISE JS LOCATED LESS THAN TEN (10)FEET FROM THE TRAFFIC,OR RUN IN CONCRETE. ALL CONDUITS SHALL BE AS 4.3.4.MECHANICAL CONNECTORS MAY BE USED TO ALARM SURGE SUPPRESSORS FENCE, IT MUST BE GROUNDED. SPECIFIED IN 13b,WITH LONG RADIUS PULLING BENDS. THE AND THE ANTENNA 5U55 BARS. MECHANICAL FITTINGS SHALL BE COPPER,BRONZE, 412 METAL FENCE GATES SHALL BE BONDED TO THEIR SUPPORT POSTS WITH A 12 AWG MINIMUM RADIUS OF ALL BENDS SHALL BE 8 TIMES THE OR BRA55 WITH TWO BOLT LUG CONNECTIONS. LUGS SHALL HAVE BOLTED CONDUIT SIZE,BUT NOT LESS THAN 8 INCHES. SHEET NUMBER COMPRESSION TYPE CLAMP FITTING FOR CONDUCTOR ATTACHMENT,AND BE OF R THE FIRE-FABRICATED FLEXIBLE JUMPER CABLE,24 INCHES LONG,CADWELD BAND OR CORRECT WIRE SIZE. APPROVED EQUAL, IF THE GINGULAR WIRELESS COUNTERPOISE 15 LOCATED LESS GRG METALLIC CONDUITS ARE NOT RECOMMENDED FOR SPA` THAN THREE (3)FEET FROM THE FENCE GATEPOST, IT MUST BE GROUNDED. `7 PROTECTING BARE GROUNDING CONDUCTORS. HOWEVER,WHEN REQUIRED BY LOCAL CODES,THE CONDUIT CONDUCTOR SHALL BE BONDED TO THE CONDUIT AT BOTH ENDS. PROJECT NUMBER S96E18 ft ,I LEGEND Xcinaular=� - CN) = NEW �.J WIRELESS (E) = EXISTING BOSTON MARKET (F) = FUTURE ERICSSON 0 I CH2MHILL (E) PROJECT MANAGEMENT TOWER ARCHITECTURE ENGINEERING LEG CONSTRUCTION (E)WATER ,X\, .r 8619 W.BRYN MAWR AVE TAB CHICAGO.IL 80631 Tel-(7731 693-5200 ABOVE ��•• - NOTE: Fax-0731 893-3241 NEW ANTENNA AND ASSOCIATED COAX ,. CABLE WORK TO BE PROVIDED DURING THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF CH2MHILL IT IS PRODUCED FOR USE BY RE-U5E (E)I(9)I ANDREW PHASE - 2 OF CONSTRUCTION CINGULAR COMMUNICATIONS.REPRODUCTION OR OTHER COAX GABLES USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WRHOUT THE WRITTEN PERMISSION OF CH2MHI1_L S PROHIBIT (N)(4)HOLE CABLE '\ ' ADD (N)(3)1 5g' ANDREW ALLIITS RESERVED.m 2006 COAX CABLES E(E) PORT)PORTRY (BELOW {RED \. GENERAL NOTES: ?�� ' J(E) J (N)PDU REMOVE AND REPLACE EXIST. J ICE BRIDGE AND CCU IN TELCO ANTENNAS, INSTALL TMAS 4 It �� s INSTALL RET SYSTEM WITH No.9454 RACK CONTROLS. a CHICAGO INSTALL NEW SURGE ARRESTOR LINOIS ENTRY {E) ........ f.EJ 1 ....... {.N) ...(F) .l ..... ON GSM,UMTS AND TDMA LINES. PORT . . . . . FI . .\ 3206 NOKIA 1 TDMA G \ UMTS GSM 1 INSTALL DIPLEXERS,GIU 4 PDU ��NOFM (EJ 0 I RECONFIGURE GSM 4 UMTS HVAG I --...__ -_._.... -- __---. _ .....(E) ; ...--_-.... _._......._._ JUMPERS TO RF REQUIREMENTS: y FIF I'-10' C ; PROVIDE SWEEP TEST AND CLOSEOUT DOCUMENTATION- oaawN BY•RR __-._..._......_'.._..._....._...---...................._._..._.__...... ..._...._:..__....-- ..:.!..._.._...__............._._._..__.... -.�. ----............_...__......._ .- �,.,_,__: APPROVED BY•JZ (E) . 3_0.. . . . INSTALL NEW JUMPERS-COLOR DC CODED i (E) COLOR CODE PER CINGULAR POWER _ EL-EE p - . . . . . . STANDARDS. NOKIA \� �-r---- PANE INSTALL NEW GROUND BAR AT GSM ,_0. BASE OF TANK -� I NOKIA . CE) 1 CABLE INSTALL NEW GROUND BAR AT (E) (E) (EI 1 1 c'M LADDER EACH SECTOR AT TOP OF TOWER HV G _ AND ONE (1)COLLECTOR BAR AT GATT. POWER . � - . . . . TOP. NOKIA INSTALL NEW 4 HOLE CABLE DEMARK ENTRY PORT UNDER EXISTING L PORT RELOCATE EXISTING 03-08-06 ISSUED FOR PERMIT GROUND BAR REMOVE COAX SHROUD UP 1093 EXISTING WATER TANK_LEG, 19'-0 INSTALL NEW COAX AND RE- COTUIT WATER TANK INSTALL SHROUD TOUGH-UP PAINT TO MATCH EXISTING MODIFY VERTICAL COAX LADDER TO ACCOMMODATE ADDITIONAL 414 MAIN STREET COAX COTUIT, MA 02635 SHEET TITLE EQUIPMENT PLAN SHEET NUMBER A-1 1 EQUIPMENT PLAN SCALE. 1/4'-1'-O' PROJECY NUMBER• B96E46 i NOTE: X angular NEW ANTENNA AND ASSOCIATED COAX CABLE WORK TO BE PROVIDED DURING WIRELESS PHASE - 2 OF CONSTRUCTION BOSTON MARKET h T/(E)WATERTANK ERICSSON ELEV. 168'-0168'-(dD' i lE)WATER TANK (E)DISH ANTENNA 0 C142M HILL OL It (N)CINGULAR ANTENNAS ELEV. '-153'-0' PROJECT MANAGEMENT ARCHITECTURE ENGINEERING I CONSTRUCTION I I (13)EXISTING ANTENNAS TO BE REMOVED 8619 W.BRYN MAWR AVE AND REPLACED WITH (6)NEW ANTENNAS, CHICAG IL 60831 (2)PER SECTOR Tex 073)693 5200 P I Fax.(773)893-3241 I THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF CH2MHILL IT IS PRODUCED FOR USE BY CINGULAR COMMUNICATIONS.REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED I HEREIN WITHOUT THE WRITTEN PERMISSION OF CH2MHILL 1 IS PRONSITED. ALL RIGHTS RESERVED.0 2W6 I RE-USE (E)(S)1 ANDREW COAX I CABLES \' ADD (N)(3)1 fig'ANDREW COAX I GABLES ! .. I z NO.9454 ca CHICACO, T ILLINOIS I II � ►OFM I I I DRAWN BY RR I APPROVED BY JZ I I • I I I I I I I 03-08-06 ISSUED FOR PERMI I I 1093 I COTUIT WATER TANK I I I 414 MAIN STREET COTUIT, MA 02635 SHEET TITLE WATER TANK ELEVATION GRADE ELEV.: 0'-0' SHEET NUMBER A-2 1 WATER TANK ELEVATION SCALE• 1••20'-0• PROJECT NUMBER• 3386" I '= Xcin ular=N .� WIRELESS I BOSTON MARKET I ERICSSON CH2M HILL Ado- 3 PROJECT MANAGEMENT ARCHITECTURE 5 ENGINEERING CONSTRUCTION 10 9 4 8619 W.BRYN MAWR AVE CHICAGO,IL 60631 Tel.(773)693-5200 Fax.(773)693-3241 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF CH2MHILL fT IS PRODUCED FOR USE BY CINGUTAR COMMUNICATIONS.REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRMFN PERMISSION OF CH2MHILL IS PROHIBITED. ALL RIGHTS RESERVED.O 2006 3 6 RED ARC, C :T 8 4 QF�0 P12 z No.9454 0 � EX15TING CHICAGO, SHELTER ILLINOIS 3 0FM DRAWN BY RR 11 APPROVED BY•JZ GRADE LEGEND OI NEW ANTENNA (2)PER SECTOR O2 I-m JUMPER CABLE 3O COAX GROUNDING KIT ® COAX ANTENNA CABLE O NEW GROUND BAR(S)AT OR NEAR ANTENNA'MOUNTS 03-08-D6 ISSUED FOR PERM (1)PER SECTOR 1093 © NEW GROUND BAR AT BASE OF TOWER O COTUIT WATER TANK EXISTING GROUND BAR MOUNTED AT SHELTER WALL ® EXISTING WAVEGUIDE ENTRY PORT 9OBACK TO BACK GROUND LUGS ARE ACCEPTABLE IF OPEN 414 MAIN STREET POSITIONS ARE NOT AVAILABLE ON EXISTING GROUND BARS. COTUIT, MA 02635 Im NEW COLLECTION GROUND BAR. SHEET TITLE II GROUND NEW EQUIPMENT CABINET TO EXISTING EQUIPMENT GROUND BAR-PER EQUIPMENT MANUFACTURER'S SPECIFICATIONS. GROUNDING 12 NEW WAVEGUIDE ENTRY PORT RISER DIAGRAM SHEET NUMBER G-i GROUNDING RISER DIAGRAM PROJECT NUMBER SS6E�8 Xcingular- BOSTON MARKET ERICSSON CH2M HILL PROJECT MANAGEMENT ARCHITECTURE ENGINEERING NOTES: CONSTRUCTION • IL I. GABLE TO UMTS SHALL BE COBRA (+)l_) (+)l_) COP-FLEX 2000,FLEXIBLE CLASS B, GND GND STRANDING OR APPROVED EQUAL. 8619 W.BRYN MAWR AVE +24V _ +24v CHICAGO,IL 60831 2, THE USE OF 4-1/G"4 AWCs RHW OR RWH IS T417731 693-5200 (+)l ) ACCEPTABLE FOR CABLE NOT EXCEED 33FT.. Fax.(773)693-3241 (N)CCU GND I • (+) • I FOR LENGTHS GREATER THAN 33FT.CONSULT +2 V ENGINEERING FOR CONDUCTORS. HIS DRAWING IS COPYR GH ED POND IS THE SOLE PROPERTY OF CH2MHILL IT IS PRODUCED FOR USE BY 3. EXIST. +24V DC POWER SYSTEM SHALL BE CINGU_AR COMMUNICATIONS.REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED •• (-) AUGMENTED TO SUPPORT INDOOR BT5 HEREIN WITHOUT THE WRITTEN PERMISSION OF CH2MHILL ' EQUIPMENT. POWER SYSTEM NA RIGHTS R REDUNDANCY SE PROHI R ESERVED.0 2006 SHALL BE MAINTAINED. IF REQUIRED,ONE +24V ALL (N)PDU •CND I 100A MODULAR RECTIFIER SHALL BE ADDED INSTALL CIROCU T PR ECTIONRN AS SHOWN AND 1�s5 *D A6,c RATED TO MATCH EXIST.PLANT. Q��p�;.�O�'G �'r (E)FIF RACK — 4. T14E POWER CABLE AND GROUNDING (E)+24v/1200A CABLE SHALL BE CONNECTED TO THE No.945-4 o RESPECTIVE DC DISTRIBUTION PANEL AND CH POWER BOARD (N) (N)UMTS (N)G5M MGB. THE OTHER END OF THE GABLES SHALL gi ICAG0 GAB. BE COILED ABOVE THE BT5 AND ABOVE THE SE FLOOR OVER THE POSITION OF THE 5T5. GABLE CONNECTIONS TO THE BT5 WILL BE BY OEM. CABLE TO BE EXTENDED AND SEWN TO RACK BY OTHERS. 5. INSTALL FOUR(4)50A OVERCURRENT PROTECTIVE DEVICES DIRECTLY TO DRAWN BY• RR (E)MG5 DISTRIBUTION BUS IN EXIST.POWER BOARD. WHEN SPACE ALLOWS,PROVIDE CIRCUIT APPROVED BY•�z f • • • BREAKERS RATED TO MATCH EXIST.POWER • • • • BOARD CIRCUIT RATING,OTHERWISE INSTALL BU55MANN TYPE TLP FUSE (FACTORY MODIFIED,ENGINEERING APPROVED) IN ACCORDANCE WITH ENGINEERING APPROVED AUXILLARY BREAKER PANEL. CINGULAR WILL BE RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE EXIST. DC POWER PLANT CAPACITY TO SUPPORT THE 03-06-06 1S51JED FOR PERMIT ADDITION OF THE NEW EQUIPMENT 1093 COTUIT WATER TANK 414 MAIN STREET COTUIT, MA 02635 SHEET TITLE DC POWER DETAIL SHEET NUMBER ].DCPOWER DETAIL E-1 PROJECT NUMBER 836E46 I TUT. . .Mobile- - 50 VISION BOULEVARD F ' EAST PROVIDENCE,RI 02914 OFFICE: ((401)-588-5600 FAX: (40l)-58B-565B � AHanfic COMMUNICATION TECHNOLOGIES, INC. P.O.Bw 1051.Sandaldl%MA 02BR3 . (50I)BBR-B262 . . Mob � 1. 1AOFCOTUIT WATER ' TAN K �. 414 MAIN STREET v AP o COTUIT, MA 02635 Omn,PDlnt LANDLORD 4HY- 0 5 5 9 - B LEASING R.F. COLLOCATE, WATER TANK ZONING CONSTRUCTION A/E GENERAL NOTES VICINITY MAP SHEET INDEX PROJECT SUMMARY PROJECT ND. 2273.05 1. THE CONTRACTOR SHALL GIVE ALL NOTES AND COMPLY WITH ALL 10. THE CONTRACTOR SHALL BE RE'SPONSBIE FOR'PROMDNG ALL - SHT. - .. REV. DRAWN BY: SRS LAVA ORDNANCE$RATS,REGULATIONS AND LAWFUL OS DE OF NECESSARY CONSTRUCTION CONTROL SURVEYS,ESTABLISHING AND NO DESCRIPTION NO. SITE NUMBER: 4HY-0559-8 - MY-PUBl1C AUTHORITY.MURCPAL AND UTILITY COMPANY MANTANNO ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL SPECIFICATIONS,AND LOCAL AND STATE JUISDICTOIAL CODES BPROMNENTS AS SHOWN HEREIN. BEARING ON IRE PERFO WANCE OF THE WORK THE WORK 130 28 - T-1 TITLE SHEET ) SITE NAME: COTUIT WATER TANK CHECKED BY: MC PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL 11. THE CONTRACTOR SHALL BE RESPOGBME FOR 09TAIMNG ALL - BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE NOR( QO' - REQAATIOS,AM ORDINANCES. BY THE ARCHRECT/ENGNEER,THE STATE,COUNTY OR LOCAL SITE ADDRESS: COTUIT,I MA 02635 SUBMITTALS GOVERNMENT AUTHONTY. Al PLANS, ELEVATIONS AND NOTES 1 z THE ARCIHEIECT/OIONFA HAVE MADE EVERY EFFORT TO SET FORTH - N THE CONSTRUCTION AND CONTRACT DOOAJEATS THE COMPLETE 12 THE CONTRACTOR SHALL MAID:NECESSARY PROVISIONS TO PROTECT f zy ASSESSOR'S PARCEL NO.: MAP 3B, LOT 4 SCOPE OF WORK.THE CONTRACTOR BIDDING THE JM S EXISTING IMPROVEMENTS,EASEMENTS,PAYING,CURBING,ETC _ NEVERTHELESS CAUTIONED THAT MINDR OMISSIONS OR ERRORS N DURING CONSTRUCBOL UPON COMPLETION OF WORK,THE THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT OQVSE SAID CONTRACTOR SHALL REPAR ANY DAMAGE THAT MAY HAVE - - fc'- S-1 STRUCTURAL DETAILS AND NOTES 1 CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS DOWERED DUE 10 CONSIRUCIKN ON OR ABOUT TEE PROPERTY. w IN ACCORDANCE WITH IKE INTENT OF THESE DOWMFNIS CONSTRUCTION TYPE: COLLOCATE, WATER TANK 1a AND HAM FREE SHALL�THE CTION A POI(AREA FELL S-2 STRUCTURAL DETAILS AND NOTES i 1 OB Ol RENSED CtAlSIRUC7IDN l THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPON98MY O AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL O� NOTMG(IN WRITING)THE T-MOBILE REPRESONTATK OF ANY DIRT,DEBRIS,RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS - STRUCTURE OWNER: COTUIT WATER DEPARTMENT L 0 07/10/03 CONSTRUCTION CONFLICTS ERRORS,OR OMISSIONS PRIOR TO THE SUBMISSION OF REMAINING ON THE PROPERTY.PREMSES SHAM BE LEFT IN MEAN P SITE . CONTRACDR'S PROPOSAL OR PERFORMANCE OF WORK IN THE EVENT CONDITION AND FREE FROM PANT SPUM DUST.OR SMUDGES OF ANY l 4300 FALMOU11i ROAD _ . OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE NATURE S-3 STRUCTURAL DETAILS l ,t COTUIT, MA 02635 - _ THIS DDC UENT IS THE CREATION,DESIGN, COSTLY OR E:OEHSHVE MARK UNLESS DIRECTED IN NOTING G PROPERTY AND COPTRICHTIED WORK OF OTHERWISE 14, THE CONTRACTOR SHALL COMPLY NTH ALL OSHA REUUIREAENIS 1�1 '(508) 428-2687 AS THEY APPLY TO INS PROJECT. - C� ° OR USE USE WNHOLY EIIPRESS WRITTEN A. THE SCOPE OF WORK SHALL INCLUDE FURBISHING ALL MATERIALS EQUIPMENT,LABOR AND ALL OTHER MATERIALS MO LABOR DEEMED 15. THE COIIIRACIOR SHALL NOTIFY THE T-MOBILE REPRESENTATIVE WHERE _ E-1 ELECTRICAL AND GROUNDING DETAILS 1 PROPERTY OWNER: COTUIT FIRE DISTRICT U sOB GO ER LENT A.DUPLICATION AND NECESSARY TO COMPLETE THE WNRK/PROJECT AS DESCRIBED HERON A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS.THE - PO BOX 1475 USE OS S OF GOVERNMENT AGENCIES FUR THE CONTRACTOR SNOT M O CER MATERIAL OR CONSTRUCT ANY PURPOSES OF CONDUCTINGA TROR LAY TRATI 5. THE CONTRACTOR SHALL VISIT THE JOB 97E PRIOR 70 T¢ PORTION THE&T TUT O N COTIICT UNTIL RDIIFUCT IS - COTUIT, MA 02635 FUNCTIONS REGULATORY AND ADMINISTRATIVE SUMMON OF NOS OR PERFORMING WORK M FAMILIARIZE HIMSELF RESOLVED BY 1HE T-MOMDE REFm®NTATIVE - (50B) 428-2687 FUNCTIONS IS SPECIFICALLY NIDWED. BE CONSTRUCTED,IN AN FED CON ITIONS CE NTHH T E CONTRACT THE PR��� APPLICANT: OMNIPOINT HOLDINGS, INC. is THE COITRACIDR SHALL vERn ALL OME1190N5 E1tVAnONS PROPERTY ONES,ETC ON THE Joe. - DotuMENIs ' I. THE CONTRACTOR MULL OBTAIN AUIHMMIDCN 10 PROCEED NTHH 17. ALL UNDERNOND UTIM DMMATON WAS DETERMINED FROM VICINITY MAP - - 50 VISION BOULEVARD 4HY-0559-8 CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT SURFACE INVESTIGATIONS MO EASIND RAPS CIF Rom' Not To Scole N - ,EAST PROVIDENCE,RI 02914 . OCL YOE BY TE FNBIRUCTAN DRAWINGS/CONTRACT THE CONTRACTOR MULL LOCATE ALL UNDERGROUND UTILITIES © ; (401) 5BB-560D COTUIT IN THE FIELD PRIOR TO ANY SITE WORK CALL THE FOLLOWING FOR A A1y ALL POE-WNSIRNDTION NOnRCAION 72-HWM PRIOR TO - WATER TANK 7. THE CONTRACTOR SHALL INSTALL ALL EQAPMONT AND MATERIALS ANY SOVATION ACTIVITY: ACCORDING ID THE MANUFACTUSEWS/VENDORS SPECIFICATIONS DIG SAFE SYSTEM(MA ME,NH.R.V*1-BBB-344-7233 UNLESS NOTED OMWISE OR WHERE LOCAL CODES OR ORDINANCES CAL].BEFIORE YOU OC(Cl):H-ODD-B22-u55 - - COTUIT,414MAN 5 REET T5 .. TAKE PRECEDENCE 8 THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION _ - SHEET TILE DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REASONS AND - - ADOENDUMS ON CARFlCATONS AVAILABLE FOR TIE USE BY ALL - T INVOLVED WITH THE -DO NOT SCALE DRAWINGS • - ' A THE CONTRACTOR SHALL SIPERVLSE AND DIRECT THE PROTECT TiTLE SHEET ` DESCRIBED HEROK THE CONTRACTOR SHALL BE SOLELY RESPONSBLE FOR ALL CDNSiRUCTIOl1 MEANS.METHODS - CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING TECH)OM SEGLOICES AND PROCEDURES AND FOR COORDINATING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL ALL PORTIONS OF THE WORK UNDER THE CONTRACT: - IMMEDIATELY NOTIFY THE>'—MOBILE REPRESENTATIVE IN WRITING GHOST maw - OF DISCREPANCIES BEFORE PROCEEDING WTH THE WORK OR BE RESPONSIBLE FOR SAME. - T-1 y _. NOTES: 39-1 T Mobile FkW - 1.ALL DIMENSIONS SHOWN THUS t ARE APPROXIMATE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH ■ ■ ■ ■ ■ PERTY LINE BIT"INFORMATION AND SITE LAYOUT IS COMPILED FROM PLANS - EFFECTS THE CONTRACTORS WORK.CONTRACTOR.TO VERIFY ALL DIMENSIONS WITH OWNER PRIOR 10 CONSTRUCTION. ORD,ON FILE AT THE COTUIT WATER DEPARTMENT,DRAWING I ED 50 VISION BOULEVARD SPECTRUM LP.SITE I.D./BS13XC682B3,COTUNT WATER DISTRICT,MAIN _ 2.NORTH ARROW SHOWN ON PLANS REEFERS TO TRUE NORTH. T1Oi`L CONTRACTOR SHALL VERIFY TRUE NORTH AND INFORM CONSTRUCTION EAST PROVIDENCE,RI 02914 IT,MA 02E35.DJUKE 15.1999 REVISED JULY 19,1299 AS MANAGER OF ANY DISCREPANCIES BEFORE STARTING CON51RUC710N.Rm BY Cl.OUd1,HARBOUR A ASSOC,11P.,171 PARK AVENUE,WEST OFFICE j401)-SBB-560O FlELD,MASS OtO90.AND DRAWING DIlED CE1111LARONE,414 MAIN _ 3.THE GENERAL CONTRACTOR AND OR HIS SUB CNBJSULTANT SHALL BE RESPONSIBLE FOR pBTNNING ALL PERMITS AND INSPECTIONS FAX: IJ-588-5658 T CDTUIL NA AS PREPARED BY SFC ENGINEERING PARTNERSHIP INC..25 / / WHICH MAY BE REOU9LFD FOR THE WORK BY THE ARCHNTECT/ENpNEER,THE STATE,COUNTRY OR.LOCAL GOVERNMENT AUTHORITY. SUNDIAL AVENUE.SUITE 205VL MANCHESTER.NH 03103 AND 15 NOT THE 3B-3 " RESULT OF A FULL BOUNDARY SURVEY. - _ 4.ANTENNA INSTALLATION SHAD-BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO 2.ZONING CLASSIFICATION:PROPERTY LIES WITHIN A RF(RESIDENTIAL) - �'\ ANTENNAS,TRANSMISSION LINES AND SUPPORT STRUCTURES.r RES�OIIICRC PROTECTION WOVQLIAYPNDISTRICTS.TS WELLHEAD PRO,TCTIOL AND / / d f I a n f i c 5.COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE PROVIDED BY THE OWNER AND 15 NOT INCLUDED W THESE 23-23 V'1 CONSTRUCTION D=MENTS.A SCHEDULE OF OWNER SUPPLIED MATERIALS IS ATTACHED TD THE BD DOCUMENTS STEEL ATTACHMENT K}ALL OTHER HARDWARE TO BE PROVIDED BY THE CONTRACTOR.CONNECTION HARDWARE SHALL BE STAINLESS STEEL COMMUNICATION TECHNOLOGIES, INC. / COROTHANE P.O.BOK ID51.Sa dot h.MA 02583 6,ANY EQUIPMENT THAT IS TD BE pAINTEO SHALL BE PAINTED TO MATCH EXISTING.PAINT SHALL BE A TERVAN■ O M I (Bon)08-9262 II.SURFACE PREPARATION AND AppUCA110N SHALL BE IN ACCORDANCE WITH MANUFACTURER SPEGIFlCATIDNS AND 011NIPONT 23-24 j GUIDELINES 38-38 38-37 38-36 AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF f 7.COORDINATION.LAYOUT, ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBWTY OF THE CONTRACTOR. 23-25 / - S.EQUIPMENT WILL BE INDEPENDENTLY POWERED WITH SEPARATE METER. NTT EASEMEM (E)TOWER.PRIOR 1D EXCAVATION NEAR(E)TOW ,CONTRACTOR TT CONTACT AND COORDINATE WITH PROPERTY OWNER. -I6-1 23-16-2 CAPE D VNEYARD ELECTRIC W� ! �� 38-40OF 38-39 38-41 1T.ALL(MESS.AN SEWER.WATER,GAS,ELECTRIC.IP AND OTHER UTILITIES WHALE ENCOUNTERED IN THE WO AS DIRECTED By RK,SHALL BE PROTECTED „xg 23-26 - EAT ALL IXTREME CAU110N SHOULD BE USEDBY THE CONTRACTOR WHEN EXCAVATINGG ORX P R DRILIUJNG AROUND OR NEAR UTILITIESNGINEERS °C� aZl� - _ 38-42 CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. l 11.ALL(ONACTIVE SEWFA,WATER.GAS.ELECTRIC AND OTHER UTILITIES-WHICH INTERFERE WIIFH THE EXECUTION OF THE WORK. AV 35-43 38-54 SHALL BE REMOVED AND/OR CAPPED,PLUG=OR OTHERWISE DISCONTINUED AT POINTS WHICH WLL NOT INTERFERE WITH THE � � r - - - EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF UTILITY COMPANY ENGINEERING. MAP 3B LOT 4 38-55 12 THERE ARE NO PROPOSED GRADING CHANGES.THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY � COTUIT TIRE DISTRICTTHE EQUIPMENT.DRIVEWAY OR CCAVEL,SHALL BE GRADED TO A UNIFORM SLOPE.FERTILIZED,SEEDED AND COVERED OATH MULCH- IA < 0 158.4t ACRES H 8-56 13 THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES DURING 22-105 38-44 38-53 \ CONSTRUCTION. 22-8 - 38-45 38-52 14=240' ALL UTILITY PARK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REWIREMQNTS AND SpECIFlCAT10N5.' .A 22-40 38-51RIT ZONING DATA Omnipomt DIMENSIONS INDICATED ARE FROM PROPERTY LINE 22-34 22-9 V` TO CDRNER OF T-MOBILE EQUIPMENT PADREQUIREMENTS REQUIRED PROPOSED LANDLORD ffm � A,' 1 FRONT 30 FT 194 FT LEASING 22-32 SCALE:I- 2OD*I_L./'EI, _ 38-46 38-50SETD SIDE 15 FT 31 FT R.F. 22-100 11X1' 2DD' 40D' fioo' BACKS 8 '�'yy�y�y - REAR 15 FT 56 FT ZONING 38-47 -49 22-31 _4$ P4-11 EXISTING COTUIT FIRE DISTRICT A fENNA ORENTAMN KEY --] 22-30-1 'r lei'HIGH WATER TANK - CONSTRUCTION DUSTING SCALE:NOT 1O SCALE ^_1 22-12 - 37-9 38=48 \ A E 22-30-2 SUN FENCED 2907 22-28 - m — _ 7-20 37-19 2 49.96't 398 22-29 t PROJECT NO: 2273.05 PROPOSED T-MOBILE NA PANELS SRS PROPOSED T-MOBILES EXISTING \ BTS CABINETS(3) 8 PROPOSED,3 FUTURE EXISTING DRAWN BY: 22-27 (TOTAL OF 9) CC CELLONE //-UNDERGROUND 22-36 \ B6, ON WKS'CONCRETE PAD BANDED TO WATER TANK SHELTER PROPANE TANK AND ASSOCIATED EQUIPMENT a CHECKED BY. �. 22-26 194'f • e coco SUBMITTALS 31'f Y * EXISTING SECTOR v�-EXIsnNG 213 Li PROPOSED T-MOBILE FENCEO WATER TANK LEG 22-25-.1 NG DIRT ACCESS '- `r° * ANTENNA CABLES PROPOSED T-MOBILE D' TYP. 6 PLACES 22-39 22-14 v� -.0 MOUNTED TO TANK MOUANTENTED CACABLES " MOUNTETS D TO CATWALK EXISTING < z e e e _ GENERATO 22-25-2 3 � � 5-3 S-2 S-2 - - EXISTING • 22-129 ti 22-24 < it 1HIGH REVISED CONSTRUCTI PROPOSED WATER TANK i 22-15 22-16 22-23 � Td CABLE TRAY TREE NE i OB 1 CONSTRUCTION TOON 0 07/10/03 CONSTRUCTION 1.SPECIAL LANDLORD NOTE: LLo UP TOWER LEG - T-MOBILE'FUTURE'P/WEL ANTENNAS ARE DEPICTED FOR F o e e .EXISTING METER BOARD THIS DDCUYTNf 6 THE CREATION,DESIGN, THE PURPOSES OF DETERMINING TOWER/MONOPOLE LLo S-1 S-3 - ELECTRIICA.SF3iVICE • I ❑ PROPERTY AND DINGS.INC-0 WORK OF BTS EQUIPMENT CABINET STRUCTURAL S OF ETY,OBTAINING ZONNG OPROVAS AND 1O BE REVIEWED WITH EXISTING • OR USE WT HOLDINGS,INS ANY WRITTEN CONS NT DIMENSIONS: 71'Hx52'Wx28'D BUILDING PERMITS SIJBSEOUENT ENDORSEMENT OR o- ELECTRIC COMPANY FOR VAII.T is USE WITHOUT BI ED.D PLCICONSENT (TOTAL OF 3)WITH SUB-BASE ACCEPTANCE OF THIS DRAWING BY THE TOWER OWNER IS POSSIBLE UPGRADE x .IS STBy GO ERNMENT AGENCIES E FOR AND MOUNTED 1D PAD NOT TO BE CONSTRUED AS PERMISSION OR APPROVAL TO p5 OF SEEMCE Vv O I SPRNTI�MS �O f�Nl G HFOR THE INSTALL'FUTURE'ANTENNAS THAT EXCEED'PROPOSED'OR F PURPOSES OF CONDUCTING THEIR UWFUA I . ACTUAL EQUIPMENT LISTED IN THE T-MOBILE LEASE x_ _ EQUIPMENT FUNCTIONED SPECIFICAL AND L OMWISRM7NE ACTUAL Et. � _ � SECTOR FUNCTIONS IS SPECIFICALLY FLOWED. SECTOR 120' DUSTTINGPTLE 240• 4H Y-0559—B NBGREL.136A - f-EXISTING ••� u/c unLTnEs COTUIT ' PROPOSED T-MOBILE _ WATER TANK ® 4 p0WER/T¢rro CABINET �o -Irc- .. 414 MAIN STREET e / EXISTING I OO COTUIT,MA 02635 ® ® A-1 TELEPHONE ® � PEDESTAL 4 PROPOSED T-MOBILE 15'x15'LEASE AREA SHEET MILE / P POSED T-MOBILE AMPLIFIERN ANTENNA DIMENSIONS: - ANTENNA PANELS BAND ED 12-3/4'H x 5-29/32'W x 3-1/2'D •, - • TO WATER TANK PLANS, ELEVATIONS, ♦ gff.FIN.GR. AGL=D / 5 PROPOSED,3 FUTURE DETAILS AND NOTES PRECAST CONCRETE PAD ♦ / PROPOSED (TOTAL OF 9) DIMENSIONS: B'Hx6'WKB'L . CPS ANTENNA MDUNIED .PROPOSED T-NOBLE / CABLE TRAY _ BIS CABINETS CA AND S� S-1 PANEL AN DIMENSIONS: TO ICE BRIDGE POST PROPOSED T-MOBILE ON 'xWCCABINETS R UP TOWER LEG PROPOSED T-MOBILE ON Wx TETLO CABINET 72°H x 12'W x 4'0 3 t E TO ON 6'xB'CONCRETE PAD / 4 5 PROPOSED T-MOBILE OUNTED �C BRIDGE TD ON Be CONCRETE PAC T X 2 3 A l /. LEG TOWER LEG loll5-1 5-1 TOSIC DGEMPPOST �R2 A l / POWER/TELCO CABINET A-1 DIMENSIONS: 54'Hx30'Wx10'D 91. S-1 S-1 5-1 � AMPLFER AND PAID. - ACCESS EXISTING DIRT (- EOLPMp 4 ANTENNA SAL 5 TANG B.g-- TAN l ROAD PARTIAL M PLAN .SCALE.-1'=20' A-1 All D 5' iD' 2O' 37 p_i SCALE,NOT TO SCALE A-1 SCALE 1' 10' �. SCALE:NTS - 0 10' 2V 4W 4° STRUCTURAL NOTES T- • •Mobile- ` f t 1. DESIGN REQUIREMENTS ARE PER STATE BUILDING CODE AND APPLICABLE RD 50 VISION BOULEVARD f~- ���{ GPS ANTENNA CABLE BRIDGE•SUPPou SUPPLEMENTS, ANSI/ASCE7, EIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL 02914 SEE DETAIL POST AT B'- O.C.MAX. ANTENNA SUPPORTING STRUCTURES.THE BASIC GROUND WIND SPEED UTILIZED FOR EAST PROVIDENCE,RI 4'_3" O' tz"BRIDGE CHANNEL DESIGN IS 85 MPH. OFFICE: ((401)-588-5600 FAX: d01-585-5558 - OUTUNE OF BITS MICROFLECT B502 OR EQUAL r--2'-6"—�j UNIT Du RIME OF 2. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE A1SC zQLA GENERATOR PLUG WATER SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ALLDWABLE STRESS DESIGN TANK LEG INCLUDING THE COMMENTARY AND THE AISC CODE OF STANDARD PRACTICE. I I a n f i c 0 3. ALL THREADED STRUCTURAL FASTENERS FOR AN SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A3D7 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR COMMUNICATION TECHNOLOGIES, INC. Ors CABINET !? STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL P.a m•+os)s,3-9 2 B25B] A . PPC CABINET BE 5 B INCH MIN. DIAMETER BEARING TYPE CONNECTIONS WITH THREADS INCLUDED (s°B)Bea-ezez IN THE SHEAR PLANE ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE ® GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE ° o HILTI KWIK BOLTS UNLESS OTHERWISE NOTED. ALL ANCHORS IN CONCRETE SHALL yve BILSE FR�IME MOUNTED tO SLAB W/(4) BE STAINLESS STEEL. 5/9"0A-3-3/4"HILII KWIK BOLT O - ANCHORS. SHIM IF REQUIRED TO UNEL SUB--BASE FRAME. 8•BASE ODENSION MOUNTED TO SUB 4. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL ® ® W/(4)5/8'w-3-3/4"HILT KWIK + STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL IYxB•xs-PRECAST CONCRETE SUB w//a "1 BOLT II ANCHORS, SHIM IF REQUIRED ASSEMBLIES- STRUCTURAL STEEL COMPONENTS AND FABRICATED LIES SHALL BE HOT DIP BATS SPACED B"SLAB WAYS TO LEVEL BASE EXTENSION. GALVANIZED AFTER FABRICATION. B"CRUSHED GRAVEL BASE . �. 5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60, DEFORMED -77'a 1 T-BRACKET BILLET STEEL BARS T '• tCi H MOB .SPACING AT 4'-0" CABLE 6. GRAVEL SUB BASE AND CONCRETE SHALL BE PLACED AGAINST UNDISTURBED WEED BLOCK UNDERUriENT GROUNDING KITS SOIL WAIN LEASE AAA I 7. WELDING SHALL BE IN ACCORDANCE WITH THE pMERICAN WELDING SOCIETY (AWS) D.1.1-92 STRUCTURAL WELDING CODE STEEL WELD ELECTRODES SHALL BE - 1 L;i - E70XX. ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. OCIALS ���yyyy�� �y� 1 -..I k B. CONCRETE FOR FENCE AND ICE BRIDGE SUPPORT SHALL BE 3000 PSI AIR r Q L M�AT EOL "o•"" PAD 3 ENTRAINED (4%-69) NORMAL WEIGHT CONCRETE - SCARE:3/4"=1'-L" � S-t ._ - ^ Omnipdnt 5"LOAD 9. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE LANDLORD 12' LOAD DEPTH FE WITH THE REQUIREMENTS OF ACI 318 AND ACI 301. WIDTH REFER TO EQUIPMENT PLAN ON SHEET A-1 MOUNT TRAY TO UNISTR AND WITH. _ - FOR DIMENSIONS of CABLE BRIDGE. 10. THE FOLLOWING MINIMUM CONCRETE COVER OVER REINFORCING STEEL SHALL BE LEASING HOLD DOWN CLAMP AND - 1/2'-13 x 1 1/2"LONG AS FOLLOWS UNLESS NOTED OTHERWISE: - R.F. GALVANIZED BOLTS, SPRING NUTS AT CABLE ( ` CONCRETE CAST AGAINST EARTH ... 3 INCHES. P1010&WASHERS SCALE:3/4'=1'-L" S-t CONCRETE EXPOSED TO EARTH OR WATER ZONING CPS ANTENNA fS AND LARGER ..................2 INCHES 1-1/4"PIPE IV AGL - CABLE TRAY 12'WIDE, 9"RUNGS, '� ,. #5 AND SMALLER ................1 1/2 INCHES CONSTRUCTION 6" LOADING DEPTH. SUPPORT ALL EXPOSED EDGES SHALL BE PROVIDED WITH CABLES WITH TIE WRAPS EVERY 4 - � A 3/4"x3/4"CHAMFER UNLESS NOTED OTHERWISE. A/E PIPE CAP UNISTRUT P3000 EVERY - 3'ON CENTER PIPE MOUNTING CLAMP _ PROJECT NO: 2273. 55 BY MICROFl_ECT OR - WATER TANK LEG - APPROVED EQUAL - ^ - - ' � DRAWN BY: SRS. MOUNT UNISTRUT TO TOWER 1/2"COAX CABLE WITH UNISTRUT CLAMP #P2575 _ FOR CPS ANTENNA EACH SIDE - _ l s CHECKED BY: EXISTING STEEL PLATE 3 U-BOLTS 1.CABLE TRAY COVER SHALL BE INSTALLED IN /8' _ ACCORDANCE WITH MANUFACTURERS INSTALLATION -- WATER.TANK WALL - SUBMITTALS B" PROCEDURES AND INSTRUCTIONS FOR'HIGH WIND CONDITIONS% 12' BRIDGE CHANNEL _ - THIS INCLUDES CONNECTOR TYPE AND SPACINGS. MICROFLECT B502 f - --- EXISTING CHANNEL OR EQUAL 2. SPLICE CABLE TRAY SECTIONS PER MANUFACTURES HANDRAIL SPECIFICATIONS. 3 1/2"0 SCHEDULE 40 EXISTING CATWALK - SUPPORT POST AND ° 3.VERTICAL TRAY, UNISTRUT AND CLAMPS SHALL BE PAINTED BRACKET ASSEMBLY BY TO MATCH EXISTING WATER TOWER. PIROD, INC. OR EQUAL ° EXISTING RIVETS - v _ 1 OB REVISED CONSTRUCTION (MAX SPACING B'-0"O.C.) - CApi C�pAY 4 0 07�10/D3 CONSTRUCTION o ° AL OLE I(W _ PROPOSED 3 DI A GN S 1 TAN DESIGN, i �� IS THE CREATION- 2"x2"x1/4"L "lJ� o SCALE:TUTS ROUND HEAD BOLTS _. OF (6 CABLE OPTION) - - - - THIS��° WITH DOUSE NUTS EXISTING CHANNEL OMNp IM AND HOLDINGS. INC.. WORK PL KICK PLATE _ c- OMNPDINT HOLgNtIS,INC.. ANY DUPLICATION EXTENDED T TRANSMISSION L ° °- ---'I - . - LR USE WRHDUf E]IP3.O WRITTEN CONSENT LINE DEED T2 BRACKET BY ° ° _ -�\ .�` 1, -�l "N -% CABLE TRAY. I'S E STRICTLY PROFBBITID.DUPUGTILN AND LIE INC. OR EQUAL t C C WITH COVER, USE BY PURPOSES OF CON AGEING FOR THE 12" LOADING WIDTH, AUD{OPoZED ROGUUL10Rf AND ADM IN UNTIED o O O O O O G LOADING DEPTH _ _ F1INOTIONs S SPECBiCALLY ALIDWED, MGB MO O o TO UNISTRUT - 1 - ANCIE.CUPS O U-WELDED 9-B O O O O O E)0'STING 1/2' DIA TR 4HY-055 P3000UNIST UT TYPE TT STUD -P3000 � o o �. 0 0 . _ 0 0 ROUSTING CABLES COTUIT 0 0 0 AND SUPPORT O 0 0 0 - ------------- WATER TANK 1" O O O 0 " O PROPOSED T-MOBILE LABELS t O o - - 414 MAIN STREET AND SUPPORT BRACKET TUIT,MA 02635 j I e 0 O 4'O.C.(MAX SPACING) PROPOSED T-MOBILE LABELS : T DED-DOUBLE. AND SUPPORT BRACKET 1 I BEAM CLAMP SS TUNE E%TIIJ SLOT TIME MCMASTER-CARR O T UNE BRACKET 14 LINE 4' O.C. (MAX SPACING) P/N 3241T38 - CAPACITY WITH ANDREW (PIROD DOUBLE T LINE 2 . - - - OR EQUIVALENT .,SNAP-IN HANGERS) BRACKET 8 LINE STRUCTUAL EMBEDMENT - CAPACITY WITH ANDREW '-0 MIN 4'-0 MIN. WATER TANK LEG _- - SNAP-IN HANGERS) DETAILS AND NOTES EXISTING WATER,TANK LEG - SRO NUMBS NOTE: SIMILAR TO DETAIL 6/S-1 EXCEPT AS-NOTED S-1 CATWALK CABLE MOUNT(8 U*OR LESS) SECTION AT CABLE BILGE 3 11ER'I1CAL MOUNT CABIf TRAY 5 CATWALK CABLE MOUNT(12 L SCALE:TUTS SCALE:1-1/2"-1'-0- S"1 S-1 - SCALE:TUTS - SCALE:TUTS 4 1/2• - T . .Mobile- WATERITANK APPROX. MUCTURA' STE �T'C� 3- I 1. DESIGN REQUIREMENTS ARE PER STATE BUILDING CODE AND APPLICABLE 50 VISION BOULEVARD EXISTING WATER TANK WALL SUPPLEMENTS, ANSI/ASCE7, EIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL EAST PROWDENCE,RI 02914 ANTENNA SUPPORTING STRUCTURES. THE BASIC GROUND WIND-SPEED UTILIZED FOR OFFICE (401)-568-5600 DESIGN IS 85 MPH. FAX- (401)-588-5558 2 3/4° 1/8-RUBBER HYPALON 65 SHORE A, - 2. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC ASTM D 2D0-B0, TYPE CE 3/e" GUSSETED END PLATES SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN PERMANENTLY BOND TO REAR(TANK SIDE) - - - PROPOSED T-MOBILE ANTENNA PERM ATTACHMENT BAND AND PLATE 2-Yi"DIA. x e"LONG 7z°Hxtz'wx4"D INCLUDING THE COMMENTARY AND THE AISC CODE OF STANDARD PRACTICE. A, �' a n C 1/6"THICK STEEL BAND THREADED RODS L� 3. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES COMMUNICATION TECHNOLOGIES, INC. 3/8-THICK PLATE I CLAMP BAND MOUNTED SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR P.O.a.x 1051. 051 S•Q•kK MA oases AROUND THE WATER TANK STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL (soe)BOB-e2e2 3/e• BE 5/8 INCH MIN. DIAMETER BEARING TYPE CONNECTIONS WITH THREADS INCLUDED IN hIE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE 3/16 1'-D'-- 2- 2.5x2.5x3(p TUBES GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE t 5/8" A 3 WELDED TO CLAMP BAND HIL11 KWIK BOLTS UNLESS OTHERWISE NOTED. ALL ANCHORS IN CONCRETE SHALL ----------------- r ---- ______ s 2 BE STAINLESS STEEL. - I- - - - - — 4. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL I I 7" s" STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP I 0 CFI! 6" 7• — — — I — ,i PROPOSED 2—)t" U-BOLTS GALVANIZED AFTER FABRICATION. Ki S ---J L-------------- 5.ALL REINFORCING STEEL SHALL CONFORM 1T) ASTM 615 GRADE 60, DEFORMED J. —_————_—— 3 II F:r ANTENNA'MOUNTING BRACKET BILLET STEEL BARS. •�{ 6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY 3/16• A ' SECTION A-A 3/16' PROPOSED MOUNTING PIPE (AWS) D.1.1-92 STRUCTURAL WELDING CODE — STEEL WELD ELECTRODES SHALL BE � 2 Yi DIA. It 9o"LONG E70XX. ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. F 1 J—JUMPER CABLE 7. PAINT ALL STRUCTURAL COMPONENTS AND HARDWARE TO MATCH EXISTING BAND DETAIL ATTACHMENT DUAL A FROM TMA WATER TANK. SCALE: 3"=1' S-2 ALS B. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. Omnipoint TYPICAL LANDLORD PROPOSED 6• _ LEASING 1/2" U-BOLT �3/q• 3/g• R.F. 2-1/4'CIA. 1-- ANTENNA ELEVA11ON 2 ZONING - MOUNTING PIPE , - . . -- i -- 1 SCALE: 1"=1' S-2 14.6' 2 3 CONSTRUCTION O I I I I I I TYP. S-2 S-2 A/E PROPOSED T—MOBILE ANTENNA 10" 72"Hx12"Wx4"D I I - I I TYPICAL - - - 1 9 PLACES PROJECT NO: 2273.05 6°00'0/2" ——J L-— 60, MOUNTING PLATE - TYP• � DRAWN BY: MJ 2— 2-1/2x2-1/20/16" TUBES 2 1/16" _ - 2-1/2x2-1/2x3/15" TUBES CHECKED BY: — — — — / WELDED TO CLAMP AND 2—WELDED To CLAMP BAND 3/16- II — II — III TYPICAL 4 / SUBMITTALS 120' / CLAMP BAND MOUNTED - - TMP• .I AROUND THE WATER TANK I AMNNVA MOUMINC PLATE L 3 1 \ T / 1 OB REMS(D C(XISiRUCTIDN SCALE: 3"=1' S-2 S-2 \ / 0 07/10/O3 CONSTRUCTION TYPICAL .. 3 PLACES - THE ERCUAND IS THE CREATION.R DEFGN. I j PROPERTY AND HOLDINGS- NO— WORK OF OMNIPOINF HDLgNGS,oiC.. ANY DUPLICATION .- • a - \ \ / . OR USE MTIHOUF EKPRESS WRITTEN CONSENT 6 STRICTLY PROHIBIT DUPLICATION AND . I USE Bt GOVDdUi1FNf ACENDES FOR THE PURPOSES OF CONDUCTING THEIR(AWFULLY 3/8—UNC x 2-1/2%THREADED 38'f DIA. STEEL TANK IFU�NLTN 15 SESPEmGFlG"'S1YuMIDIN'ID�'R'TME STUDS WELDED To CENTER OF - FEILD VERIFY 3' - CLAMP BAND TYP a PLACES (TOTAL 24PL) 3• ' 4HY-0559-B / WATER TANK COTU IT L sl WATER TANK REF. 414 MAIN STREET COTUIT, MA 02635 5' REF. STRUCTURAL A I NNA MOUNM PLATE 4 v DETAILS AND NOTES SCALE. 1•=1'-O" S-2 - SHM NUIBFR ANTENWATTACHMENT BAN D LAYOUT 5 S-2 SCALE: 1/16"=V-0• 5 2 r! .T. . -Mobile ------------ 50 VISION BOULEVARD I EAST PROVIDENCE,RI 02914 EXISTING,WATER TANK. I PROPOSED 6" PIECES OF UNISTRUT CATWALK I I MOUNTED TO CLAMP BANG UTIUZING OFFICE: I401j-SBB-5600 h1READED STUDS FAX: 1j-588-5658 MOUNT SNAP IN HANGERS INTO 3/4"WA HOLS IN STRUT CHANNEL R T;_3 I Atlantic 6 S-1 i r COMMUNICATION TECHNOLOGIES, INC. PA m.10lit,sand.toh,MA 02583 t I j (701)885-9262 I 0 0 \ - PROPOSED I\ T-MOBILE 104 TMA'S PROPOSED ' I CABLE HANGER - a I 6— FUTURE T-MOBILE ANTENNA T PROPOSED EXISTING WATER T_T___� •� CABLE HANGER STANK LEG L-� PROPOSED T-MOBILE ANTENNA PROPOSED CABLE TRAY , MOUNTED TO WATER TANK LEGS SEE DETAIL 5/S-1all Omntp ofnt PROPOSED UNISTRUT CHANNELS LANDLORD - - - FASTEN TOGETHER WITH BOLTS AND SPRING LEASING y NUTS PER MANUFACTURER SPECIFICATIONS R.F. CABLE RW 19R7 AT TOM 1dm 1 1 UNLESS NOTED OTHERWSE SCALE.t' =1'-0' s—J - ZONING ' CONSTRUCTION A/E PROPOSED 4 PROPOSED II I I P1000 S-3 PROPOSED P1000H3 P1000 UNISTRUT PROPOSED P1380A.. I UNISTRUT CHANNEL I UNISTRUT CHANNEL PROJECT N0: 2273.05 UNISTRUT FLAT - CHANNEL II PLATE FITTING I PROPOSED P1000 -- 2 PLACES ANDREW SNAP-IN - DRAWN BY: SRS HANGERS . `-f CHECKED BY: —� O O O O O O O O 10 - - - II SUBMITTALS PROPOSED P1000 EXISTING WATER UNISTRUT CHANNEL TANK HANDRAIL WITH DIA PROPOSED P1000 3//B" DIA BOLTS W/ I I I HOLES 3"O.C. _� — UNISTRUT.CHANNEL FLAT WASHERS AN b II I I _. / - .,, / - DOUBLE NUTS ' 4 PLACES I 1 OB 01 0.T REVISED CIXJSIRUCTDII 0 07/10/113 CONSTRUCTION CABLE SUPPm DETAL UP TANK WALL-wrmmr;'� CABLE SUPPORT DETAL UP TANG WAl1-CROSS 54� \ / / THIS DOCUMENT S-J - SCALE.3"=1'-0" \ \ / PROPERTY AND ICOPMGKrED WORK OF10N, SCALE 3' =1'-0' OMNIPOINf HOLDINGS.INC- ANY DUPUCATWN s STRTRIMYY PROROMOTED.OUP DWRESS PLICM ITIEN MIDI PROPOSED P1000 UNISTRUT PROPOSED P1000 PROPOSED P1000 / \ USE BY GOOF coBJTIrINGAGENCIES LAWFULLY THE CHANNEL FASTEN TO S1EEL UNISTRUT CHANNELS /\ \ I'( T j PURPOSES OF CONDUCTING D AO IMSMT BAND UTILIZING TREADED TOST STUDS UNISTRUT CHANNELS y 1 AU CnONS RE MIFICY AND AdAINLSRRATNE EUNcnoTs S SPECIFlGLLLY ALLAWEO. 4HY-0559-B _ _ � EXISMING WATER \ \ O — — — — — — _ — — — — — — — — TANK CATWALK \ S-3 - \ _ _ _ - - - - - I z• __ - _ __-y� - COTUIT I I I � 0 WATER TANK //� 414 MAIN STREET PROPOSED STEEL — — = I InT3 G. PROPDSED FUTURE 0 0 COTUIL MA 02635 BAND CLAMP — — _ — — — EXISTING WATER FFOR TUTU ENG RCABLESA�TANK WALL � STRUCTUAL A Nc 1 2-1/2"L II II TPRROPOSED I F 3 DETAILS AND NOTES READER STUDS WELDED I I S-3 TO CENTER OF CLAMP BAND II II CABLE SUPPW DUAL Up TANG WALL.-mp 5 CABLE PEEMTO DETAL M CATWALK s Rm99M01 SCALE 3"=1'-0' S-J SCALE:3"=1'-0' ' _ S_3 CABLE DE &AT TOM LN - - SCALE:1'= 1'—w ANDREW UCBD012 FROM EGO(WHEN SHOWN ON - ELECTRICAL LEGEND . GROUNDING RISEN DIAGRAM) Mobile- COAX ANTENNA MOUNT QTOUD ME-MAKE ALL CDNwEDTIONS AS UTILITY COUPANYS REOUIROon ■ ■ CABLE KW PANEL BOARD,S NACE MOUNTED GROUNDING KITS ODO - SPARES OOSTNG PANEL BOARD,SURFACE MOUNTED m 50 VISION BOULEVARD m (p oar TYPE TRANSFDRYER EAST PROVIDENCE.RI 02914 0 METER OFFICE ((401)-588-5800 t9 1 ti_ CIRCUIT BREAKER FAX 401—588-5858 m TO G ROUNDDIG KITS '. (f.)YEIER BALK BNS CABINET NON-MBIE DISCONNECT CADWEND 0 .. 240V,10,3W KWH MANUAL M�C1/LOG PPC SWTTC H.MOUNTED Se A.F.F. .. _ Bf-PASS METER MILBANK Q�•}N FUSIBLE DISCONNECT SWITCH,MOUNTED WAFT. I a n�'C _ TO OROUNDING ROM _ M U2272RL(OR EOIWL) - TRANSIENT VOLTAGE SIAff SUPPRESSOR NTH (LOWER EfB) - ® CIRC°U0T BREAKERTE� ® BLLT-w FUSES,SURFACE MOUNTED COMMUNICATION TECHNOLOGIES, INC. m LOCKABLE BREAKER ODOR Ba• O GAYDG OUTLET,SURFACE MOUNTED, PA Bo.t061,s•nd.ld,,4A tMSB3 �/y�����{/m��y��■'�pip �p M ® 20 AMPS 125 VOLTS,SINGLE PHASE (508I NBB-o2B2 MAr1Mo�1 �1 0 BM M) m __./_2G SERVICE �) �� C D PER NEC Tt71O GIB1ETo UNCTION BOIL SURFACE MOUNTED 1B'OFF. TELEX)PEDESTAL - SCALE:N.T.S. E-1 CADWELD - (b ® ® 4�ERJICE �� EXPOSED W■NG -. - GROUND ROME RUNS MIAYUY 2110+t/IDG N 3/4 TO GROUND RIND AT PER NEC CONDUIT U.D.N. STAINLESS STEEL HARDWARE GROUND ROD _ ... _ w3)2�C TO (1) 8 CND.... r uLOD A.F.F. ABOVE FINISHED FUROR ,r ANDREW UGBKR OR EQUAL WITH HOLE r _ U.O.N. UNLESS OTHERWISE NOTED ��y51A 0� 9� 1W0 HOLE COPPER PATTERN AND STANDOFF INSULATORS _ NIP WEATHERPROOF GROUNDING CABLE COMPRESSION TERMINAL AND MOUNTING BRAC1a115 AS SHOWN GFI GROUND FAULT INTERRUPTER - G 4'TELCO CONDUIT__7 A - ® - r W/FULL-LENGTH PULL ROPE V AMPERE - GROUND BAR CADWELDr VOLT TA 47f f. ELEVATION A m IMPM71�1 yll�/VEa/B/1i7 YW1w/ pp��pp������/��pp������ KC KRDWATT-HOUR � ' rVWWGfI fll�l{lIfM�1fYM C CODUR SCALE:N.T.S. E-1 3 G GROUND A LOCK WISHER,IMP. FIAT WASHER.IYP. TO GROUND FUND AT SCALE: N.T.S. E-1 dtOUND 3/8'xt-1/4'HEX BOLT GROUND ROD - - - o� MASTER GROUND BAR MEOMCADWEL.DWNNNNE°TDNON �• T NUT.TV. CPS WATER TANK GROUNDING JOT - ® EOUPYEIT DIt0UN0 BAR.(ADWOD CONNNECTIONMECHANICAL � A OVAL$ CABLE GROUNDING KD —G— MOM CGFM MARL SUREAS NOTED (LODITE A OVE CABLE BRIDGE COVER - EIPOSFD■RAID OmnipDint GROUND BAR - HORQONEAL BEND) . EXPOSED BARE COPPER TO BE #ND ----- COAXIAL CAME GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM,NO - - 5/��'COPPER CIAO STEEL GROUND ROD LANDLORD INSULATION ALLOWED MINN THE - c(CADNFin))DF •MI:WNOGL SECTION'A-A7 COMPRESSION TERMINAL(TYPICAL) CABLE CROUDING KIT COMPIRE590A IYPH)l`AII MON LEASING NOTE .. FPC POMP PROTECDW QUINET 1.-DOUBLING UP'OR'STACKING'OF CONNECTION IS NOT PERWITED. - fw11, 2 OXDE NHBITING C MPOUND M BE USED AT ALL LOCATIONS 40K 1M�3W MANUAL BY-PAS METER �" ELECTRICAL AND NOTES ZOJ C/ADDMEID�DOVMLEAADDS FFRROMM UPPPPER EGO.IDVAR EGE,AD MGB. ZONING 1 y pN//�/�//1L� Vilm A� �� � � G JUMPER CARIES MANUAL TRANSFER SCORCH - '' �m�L cm(N(Na)As WELLL�APpNC S E STAB E AND L.00CAL OF GODFS°NAL CONS(RucnoN MR WDETAL F 1. � PPCC - 2 ALL ELECTRICAL ITEMS STALL BE U.L APPROVED MF USTED AND PROCUREDA�SCALE N.T.S. E-1 BOND E�TER OR7 PER SPEDRCATION REDURENENTSTANK (UPHO°R — 3 THE ELECTRICAL WORK DIGLUDES ALL LABOR AD MATE UAL DESCRIBED BY 8 CABLE OPTIONAS SPECIFIED BY - 2PANTENNA ~G nT-Y°BRE ED B _ (��8 d:(1)/UDC w L•0 CRAVINGS AND%WF1CATION INQUDNG INCIDENTAL WpIX TO PRGMDE PROJECT ND: 2273.05 CAPWE'D EITB MOB o 40-2p B�11 COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. ANTENNA SUPPORT PIPE - �26 o � 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS,AND IS RE�DINSIB E 40A-2P FOR OBTAINING SAID PERMITS AND COORDINATION OF NSPECTIONS DRAWN BY: SRS CADWELD TWO DOWN (3)+2/0 dt IS�2 S EECIMCAL AND TELCO WRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL /AG LEADS AND CONNECT (1)i2/OG 4DA-2P BE INw WATER Tog GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PIC COAX dI11PElt CAME R TO GROUND RING GENERATOR IDA-,P IBIS P DB NONIE'TNJ1C WNW r METE REWIRED DI LIQUID TIGHT FIDDME METAL. CHECKED BY: MC G _ C —� RECEPTACLE _ _ J- - B. BURIED mr�eLr SHALL BE SCHEDULE 40 Plc SUBMITTALS TYA ^^AA��#2 AAWCWGppCROOUU�NDDINGG RING //\���//��p�g�'���y����yAA//����V ������ �\ -GFI .7. ELECTRICAL WRING SHALL BE COPPER WITH TYPE 0%THMN,OR RBNNSUUTMNL �WILE D�G7�/I/IYIVMni L/IF1�1/11M ( 5 � PER GROUND CDpI(CABLE r B .MAIN ELECTRICAL CdNDIIIT OR CAME BFIWFIII ELECTRICAL UTILITY DEMARCATION WING G ANTENNA SCALE:N.T.S. E-1 /'�.�' w�ry�/�1p��� /���� ,. PROVIDE FULL LENGTH PILL ROPEPOINT AND T-9DBILE CELL SM.CCOOEOINATE INSTALLATION AS INDICATED ON TIES NTH UTILITY COWANY, Ow L m LJI!'{S,I<1lNM N - _-i S. RUN TELCO CONDUTT IA CAME BETWEEN TEEPHONE UIWTY OEMARCADGN G BASE BID TO INCLUDE INSTALLATION OF(4) SCALE_ N.T.S. E-1' - ON THIPOINT S DRA NGG PFOMDE FULL UNDIH PULL ROPE IN INSTALLED TOLCO CONDUIT.T-MOBILE CELL STTE TELCD CABINET AND STS CABINET AS INDICATED 1 OB 01 03 AVI D CWISTRUC110N / GROUND ROOS OR SINGLE KIT HORIZONTAL PROVIDE GREEZEE CONDUIT MEASURING TAPE AT EACH E10. COAX CAME GROUNDING KIT ANTENNA MOUNT_ UNA CHEMICAL ROD AS DETERMINED BY FIELD - 0 07/10/D3 CONSTRUCTION CONDITIONS. ADDITIONAL ROD AS REQUIRED TO 10. WNEIE CONDUT BETWEEN BLS AND T-MOBILE CM SITE PPC AND TO BTS UNIT ACHIEVE 5°HMS RESISTANCE - �ItWFN 87S AND T-NOBLE COL SIR TELCO SERVICE CABINET ARE UNDERGR MD THIS DOCUMENT IS THE CREATION,DESIGN, ' (E)WATER _ ., USE PVC,SG EOULE 40 CONDUIT. ABOVE THE GROUND PORTION OF TIM CONDUITS 1ARNK Jac SWILL BE PVC CONQUIT PROPERLY HOLDINGS. COPYRIGHTED WORK OF EGO.BONDED TO TDIIFR/MONOPIXE 0 - MOB(CADN LD DOWN LOAM AREA PAVED AREA - - OMN@'OIM HOLDINIS,INC- ANY DUPLICATION LEADS AND CORNETT 70 • IS USE WITHOUT PR EXPRES WRITTEN CONSENT 71YD CCUR56 OF 11. ALL EQUIPMENT LOGIC)01719DE SHALL HAYS NEZIA 3R FNGLOSIRE O STRICTLY PROHIBITED.DUPLICATION NS COAX CAM CROUNDID KIT GROUND RING) t-,/Z'BINMNOUS PAVEMONi r _ USE Of GOOF COENf DING IH FOR THE �� UPPER EGS WATER TANK BODED TO E - .12 PPC SUPPLIED BY T-YOMLEAUTHOHggD REGULATORY AND ADMINISTRATIVE B YL YELLOW WARNING TAPE PURPOSES OF CONDUC1wG 7HOR LAWFULLY SCALE N.T.S. E-1 '� - EOB AT 8T5 PU±TH. fUOSI QRADE 'HIGH VOLTAW SAW-CUT T°STRAIGHT EVEN i1 IRWNDN°SMALL COMPLY NTH NEC ART. 73O FOB AT TEL(XX FUNL'U0N6 rs SPECIFICALLY ALLOWED. • CONGAL CAME PUS EDGE BMW PAVING 14 MANUFACTURERS COAXIAL CAME DI MINIMUM KRIS BOTH SUPPLIED BY ICY(■IE �2 AWG STRANDED, CABLE CABLE BRIDGE CPS CAME - �. r - H p INSAULATm WIRE GROUNDING KR GROUNDING KR - :•f=.J.?. B'GRAVEL BASE 41 IY—O559—D (SEE NOTE 1) (LOCATE ABOVE SPOST,IMP. CABLE BTS UNIT t• f `�.•: IS (RAOGROUIWING fUNLE55 DINERWLg 9V:DFtD)AD SOLID TINNED BARE ORTIDNTAL BEND) GROUNDING - PPC COPPER M E FDIC EE1DW GRACE LRDDUw°AS INDICATED ON IRE DRAWING KIT CABINET FM 1Y Ri• - - TYPE COTUIT G _ - 1G' �NR GROUND OR GAAOWEELD EONS M EM BE WINDY ALLOW BBB COPPER � WATER TANK CABLE TRAY •LOWER EGO t2• COMPACTED BAdffILL. _ ONE TO BE N CONTACT WITH GALVANIZED STEEL GROUND WERE PLAN GROUNDING CLAMP O-Z BODED 10 - DCRADE \ YIN• CEDNEY TYPE CTCC WATER TANK 17. ROUTE GROUNDING CODUCIORS ALONG THE SHORTEST AND STRAIGHTEST PATH OT MAIN STREET CONNECTOR BURNDY SEE NOTE 2 IT1C - . TYPE KSU GDNEID G ' G COMPACTED - BE Off AT�RLMT MN°IE ALWAYSAL MAKE AT LEAST It RADIUS BEDS 1Fi ORE COTUIT, MA 02635 DOWNLEAD RC G .PRO®TRAVEL. - - AS CAN BE BENT AT B'RAMUB N101 NECESSARI:BOND ANY PETAL 03ECI5 MiHIN SHEET TITLE 4'YIN.ON ALL SIDES GROUNDING CLAMP OZ G G - B FELT IN T-YOBLE EQUIPMENT Mt CABINET ID MASTER GRdwD BAR OIL- GEDNEY TYPE CTCC G G }2G OUNDING JUMPER TO CORNER GLiOUNONO RING. \_OR LINE POSTS WHEN FENCE IS SCHEDULE 40 CONDUITS FOR NEW WITHIN 8'OF EQUIPMENT PAD ELECTRICAL AND TELEPHONE SERVICES I&' TYNWE WpE ID fRWD BARS SWILL BE 1G C NTH 7D0 HOLE LOCATIONS. CABLE TRAY UNI-DIRECTIONAL CRGwDINC NOtE TYPE COPPER MACS APPLY OOOE MNBIONG COMPOUND TO ALL tDGTIONS TiTLE SHEET SEgnON CONNECTION C G 5/B't B'COPPER CLAD STEEL APPROVED PULL BOXES REQUIRED, ELECT IC SHOWN 6 FOR SECONDARY NOTES G DING EECIRODE-TYPICAL AND COORNATE INSTALLATION W�ALL VOLTAGE SERVICE M QUIWIITT HIGH 1& APPLY OBOE INHBITINC CONFOUND TO ALL COMPRESSION.TYPE(POLO CONNEI'TIQNS 1.GRDLIND WIRE CONNECTED TO RING GROUND. t G /2G .. _. (QUANTITY AS REG TIRED) UTILITY COMPANIES FOR INTERFACING _ VOLTAGE SERVICE ENCASEMENT. 4' - 2 A1TAf}T GROUNDING CLAMP ON EACH SECTION Of TRAY, AT TERMINATION POINTS PROVIDE FULL- CONCRETE FNCISE7EENT. - 2Il BOND T ANTENNA MOUNTING R THE 1S COAXIAL CABLE 1ROUND NITS,AND SPACING SHALL NOT IXCEID 12'-D' UNI-DIRECTIONAL GROUNDING 1 �2 MG UNDERGROUND SITE GROUNDING RING SET LENGTH PULL ROPES(1YP.} AUN 1D E!B PLACED NEAR THE ANTENNA 1OG11dN. GROUNDING RING EXISTI? TANK CONNECTION 3-BEYOND PERIMETER OF CONCRETE EQUIPMENT PAD - _ SHEET NUMBER CABLE�''I}}f��1�AMy � Ao � ,^` 21. BGm ANTENNA fG8'S KIND YW 7D IBWD PoN6 L E'7M t L� GIOVIVMRM L/IfS�1f11M 4- B BEE)WI\W11 WTM6. / 22 TEST GOTAPIEIFD GROUND SYSiFNI AND RECORD IRE51A,5 FOR IMt0.ffGT CLOSE-GAIT C_j /��R/IVVISM1�py� � TEST ca PLETE 5 uND S STEM A D RECORD RSULTS F. C / '� SCALE N.T.S. E-1 SCALE:N.T.S. E-1 SCALE N.T.I. / 1 [. � �g(o ��f 9��� ©� �� �1 ��, � ��� C(?�- urT V �� ��� ��-.-mQ,��'J� �---����I ��`�n n PROJECT INFORMATION SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS SITE ADDRESS: 414 MAIN STREET COTUIT, MA 02635 - LATITUDE: 41.629167° N 41° 37' 45.0" N - --- - - az LONGITUDE: —70.441 698° W —70° 26' 30.1" W SITE NUMBER: MA1093 JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES CURRENT USE: TELECOMMUNICATIONS FACILITY SITE NAME: COTUIT ' (P) USE: TELECOMMUNICATIONS FACILITY NOC# 800-832=6662 DRAWING INDEX REV VICINITY MAP GENERAL NOTES T-1 TITLE SHEET 0.1 START OUT HEADING WEST ,ON COCHITUATE ROAD TOWARD BURR STREET, MAKE A 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK°+OF 4 U—TURN AT RING ROAD, TAKE THE RAMP TO 1-90 E/MASSPIKE W/SPRINGFIELD/BOSTON, AT&T. ANY DUPLICATION`OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY KEEP LEFT AT THE FORK AND MERGE ONTO I-90 E, TAKE EXIT 24C ON LEFT FOR I-93 PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF GN-1 GENERAL NOTES . 0.1 S TOWARD QUINCY, MERGE ONTO I-93 S, TAKE EXIT 7 ON LEFT TOWARD CAPE COD, CONDUCTING THEIR LAWFULLY AUTHORI2ED REGULATORY AND ADMINISTRATIVE FUNCTIONS MERGE ONTO MA-3 S, CONTINUE ONTO MA-3 S, CONTINUE ONTO US-6 E, TAKE EXIT 2 IS SPECIFICALLY,ALLOWED. A-1 PLAN VIEWS i s 0.1 FOR MA-130 TOWARD SANDWICH/MASHPEE, SLIGHT RIGHT ONTO MA-130 S/FORESTDALE ' ROAD, TURN LEFT ONTO FALMOUTH _ROAD, TAKE THE FIRST. RIGHT ONTO MAIN STREET, TURN LEFT ONTO OLD POST ROAD, CONTINUE ON OLD POST ROAD, TOWER ENTRANCE IS «. A-2 ELEVATION AND ANTENNA LAYOUT 0,1 ON THE RIGHT AT THE CHAI.N GATE. 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS 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 IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. A-4 DETAILS 0.1 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON �� ;yam ,t, THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE AT&T REPRESENTATIVE IN WRITING OF G-1 GROUNDING, ONE DIAGRAM 8 DETAILS 0.1 fl !tent —o It, DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. •Q� vU o� Qat; �. " 4_ It •.. -� PROJECT J r tit J Of SITE '� •`t II �p1gM d$SQ n d t �� MARC UNDERGROUND SERVICE ALERT HRE c� IEN T •� o. �. C CIVIL ,, d , !. •� ".t° No.40 13 '9E' R f� �- ce r', ',�+'� q' �, � `�t�� p 1 TII�IS� ' � � • ?;` CALL TOLL FREE :Handy,.. W„ Pt 1 —888-344-7233 , q . Beach 7 •� 0 �Q v I fi .. • Y' Noisy `; , �_°_,- `i,; � wp �• • :.L. ' xPc 72 HOURS BEFORE YOU DIG f j Nor IYFj r fe 3 SITE NUMBER: MA1093 AT &T �� tt'" 1 p�� 0.1 02/25/13 LTE MER MRC MRC&A, D,I ® SITE ACQUISITION, INC. SITE NAME: COTUIT at.&t ENGINEERING GROUP, P.C:' 22 KEYWAYDIN ROAD 0 09/21/12 LTE JTc MRC MRC TITLE SHEET Ta dOEngoeering Sde Development Surveying- SALEM, NH 03079 ip A 09/03/12 LTE AL MRC MRCTel pmmunic01 ns 414 MAIN STREET - - 500.ORTR 8R6A6'vur .,-;. COTUIT, MA 02635 550 COCHITUATE.ROAD, SUITE 13, No. DATE REVISIONS BY CHK PP' JOB NUMBER DRAWING NUMBER REV E45T PRONDENCE.R 029 P. 4o1-a54-2403 BARNSTABLE COUNTY FRAMINGHAM, MA 01 701-4681 SCALE: AS SHOWN DESIGNED BY: AL DRAWN BY: AL 1093 LTE T-1 0-1 FP 401-633-6354 ° +.. 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 AND OTHER MARKS IN THE FIELD AFTER- STEEL IS ERECTED USING A 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL COMPATIBLE ZINC RICH PAINT. PROTECTION CODE, AND GENERAL COMPLIANCE WITH VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO 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 PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. BELOW GRADE, BY TWO OR MORE COPPER BONDING 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 SUBCONTRACTOR SHALL FURNISH'AND INSTALL 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING AFTER MIDNIGHT. MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO 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 RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RIF 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 ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND 20. APPLICABLE BUILDING CODES: 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. 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. F 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 LIGHTNING 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.. AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, REQUIREMENTS FOR STRUCTURAL CONCRETE; y�g14 OF&4,p 4�4 7. APPROVED ANTIOXIDANT+•COATINGS (LE., CONDUCTIVE GEL CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE B E oS REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER a' AMERICAN INSTITUTE OF STEEL•CONSTRUCTION (AISC) aJ GJ OR PASTE) SHALL. BE USED ON ALL COMPRESSION AND o� MARC R. BOLTED GROUND CONNECTIONS. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF, ALL SCRAP �+ ap MATERIALS SUCH AS COAXIAL CABLES AND OTHER•ITEMS REMOVED FROM THE MANUAL OF STEEL CONSTRUCTION, ASD; NINTH EDITION; CHRETIEN ap EXISTING FACILITY. ANTENNAS REMOVED SHALL IBE RETURNED .TO THE OWNER'S CIVIL 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, No.40313 DESIGNATED LOCATION. STRUCTURAL STANDARDS FOR STEEL EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN -CLEAN CONDITION. ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER Is @ r 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL ACI CONDUCTOR SHALL NOT BE USED FOR GROUNDING AMERICAN CONCRETE INSTITUTE (ACI) 301. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER CONNECTIONS. 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. AIR-ENTRAINED AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE 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 G.C. GENERAL CONTRACTOR RE RADIO FREQUENCY WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING BCW BARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED 20 FT. OR MORE 1/2" OR GREATER ELECTRICALLY CONDUCTIVE BTS BASE TRANSCEIVER STATION (P) PROPOSED/NEW TBR TO BE REMOVED REINFORCING STEEL MUST HAVE IT BONDED TO THE GROUND RING (E) EXISTING N.T.S. NOT TO SCALE TBRR TO BE REMOVED USING AN EXOTHERMIC WELD CONNECTION USING #2 AWG SOLID AND REPLACED TINNED COPPER GROUND WIRE, PER NEC 250.50- EG EQUIPMENT GROUND REF REFERENCE EGR EQUIPMENT GROUND RING REQ REQUIRED TYP TYPICAL SITE NUMBER: MA1093 AT&T RHADVANCED SITE ACQUISITION, INC. SITE NAME: COTUIT a't�CC 0.1 02/25/13 LTE MER MRC MRC ENGINEERING GROUP, P.C. 22 KEYWAYDIN ROAD 0 09/21/12 LTE JTG MRC MRC GENERAL NOTES Civil Engineering-Site Development Surveying- SALEM, NH 03079 A 09/03/12 LTE AL MRC MRC telecommunications 414 MAIN STREET 500 NORTH BROQ.XY COTUIT, MA 02635 550 COCHITUATE ROAD, SUITE 13, NO. DATE REVISIONS BY CHK PP' JOB NUMBER DRAWING NUMBER REV FAST PRWDENCE,RI 02914 PH:401-]54-2403 BARNSTABLE COUNTY FRAMNGHAM, MA 01 701-4681 SCALE: As SHOWN DESIGNED BY: AL DRAWN BY: AL 1093 LTE GN-1 0.1 F. 401-633-6354 - ' HALF SIZE,PRINT THIS DRAWING ISSCALEABLE .AT HALF THE NOTED SCALE Q' (P) CPS ANTENNA TO BE MOUNTED TO (E) SHELTER 10' MIN. FROM (E) CPS ANTENNA (IF POSSIBLE) (E) AT&T' HORIZONTAL RUN OF EQUIPMENT SHELTER A-1 (P) FIBER TRUNK AND DC CABLES TO BE CONTAINED WITHIN 3" O.D. INNER DUCT (P) 23" RACK W/ DC/DC & 6601 (E) AT&T CPS ANTENNA MOUNTED 1 TO ICE BRIDGE POST (E) UNDERGROUND A-3 F - PROPANE TANK (E) WATER TANK (P) EQUIPMENT MOUNTED ON WATER TANK: LEG (TYP.) (1) FIBER POWER CONNECTOR (3) SURGE ARRESTOR (3) (P) PANEL ANTENNAS (E) TELCO (6) (P) REMOTE;RADIO HEADS` PANEL (E) GSM CABINET j I (E) HVAC (E) BATTERY UNIT RACK E AT&T ANTENNAS TO ■ • REMAIN TYP. OF 2 PER -• ■ ■ ---- E CATWALK OSECTOR, TOTAL OF (3) , �- � - T W/RAILING ; 1 FIBER TRUNK, 2 DC CABLES I 9 (P) CPS ANTENNA 0 BE f METER BANK w O w■ - AND 1 CPS COAXIAL CABLE RUN I I MOUNTED TO E SHELTER ` ( ) x ( ) - o THROUGH (E) OVERHEAD CABLE ■ I m I (E) DC 10' MIN. FROM :(E) CPS LADDERS I"- o Y I POWER ANTENNA (IF POSSIBLE) v c) I PLANT (E) WATER (E) SPRINT C, L ■ I I TANK EQUIPMENT �o ■ ----J ■ (E) HVAC ■ UNIT �m �� � �r•r•r•r•r•r•�r.�r•r•r•r•r•�ri I • (E) SPRINT CANOPY (E) ICE BRIDGE -J TYP. (BY OTHERS) (P) 41 COAX PORT �(E) COAX PORT (E) ANTENNA TYP. (E) FENCE (BY OTHERS) (P) CPS COAXIAL CABLE RUN ALONG (E) SHELTER WALL (E) T-MOBILE �-iA OF N,qs�� EQUIPMENT IV1A R. CH ETIEN 40 CIVIL No.40 COMPOUND PLAN 2 EQUIPMENT PLAN A-1 SCALE: 8 1 "=,'—O" A-1 SCALE: 1/2"=1'—O" / S/ EtA GRAPHIC SCALE GRAPHIC SCALE " 0' 4'0" 8'0" 16'0" 24'0" 0' 1 2' 4' 6' � SITE NUMBER: MA1093 AT&T C GADVANCED SITE ACQUISITION, INC. SITE NAME: COTUIT Y 0.1 09/21/12 LTE MERJTG MRC MRC ENGINEERING GROUP, P.C. 22 KEYWAYDIN ROAD o o9/z1/1z TE JTc MRc MRC PLANS AND DETAIL Civil Engineering-Site Development Surveying- SALEM, NH 03079 - A 09/03/12 LTE AL MRC MRC Telecommunications 414 MAIN STREET so0 NORTH BRono COTUIT, MA 02635 550 COCHITUATE ROAD, SUITE 13, N0. DATE REVISIONS BY CHK PP' JOB-NUMBER. DRAWING NUMBER REV FAST PROVIDENCE,RI 02914 _ PH:401-354-2403 BARNSTABLE COUNTY FRAMINGHAM, MA 01701-4681 SCALE: ,AS SHOWN DESIGNED BY: AL DRAWN BY: AL 1093 LTE A-1 0., Fn%:401-633-6354 NOTE: HALF SIZE PRI24T FOR THE CLARITY OF THE DRAWING, THIS ELEVATION DEPICTS ANTENNAS & RRH'S f / THIS DRAWING IS A (E) ANTENNA TO REMAIN / _ (E) ANTENNA TO REMAIN AT HALF THE NOTEDED SCALE E FOR ONE SECTOR ONLY. SEE ANTENNA (TYP. 2.PER SECTOR, (TYP. 2,PER SECTOR, �P PLANS FOR MORE INFORMATION. REMAIN (TYP. OF (2) PER TOTAL OF 6) ��=�Q TOTAL OF 6) 41G��� o�PJ� SECTOR, TOTAL OF (3) P1 F�i� (P) ANTENNAS TO BE MOUNTED �0 �� TANK ATER ( )TO (PER CATWALK SECTOR, TOTRAILING AL OFP(3)F A�3 A 1 4 �s�708� SF�� P f SF�TpR C i �P (E) ANTENNA TYP. \ (P) ANTENNAS TO BE MOUNTED (BYOTHERS)ANTENNA NA O (P) FIBER POWER CONNECTOR (RAYCAP TO (E) CATWALK RAILING TYP. OF MODEL# FC12-PC6-10E) MOUNTED TO (1) PER SECTOR, TOTAL OF (3) INSIDE OF (E) GUARDRAIL (E) WATER (E) WATER CENTER OF (E) & (P) ANTENNAS 6 3 ,TANK TANK ELEV. = 146'-0"t A.G.L. (6) (P) REMOTE RADIO HEADS (RRH) [(2). PER SECTOR, TOTAL OF (6)] & (P) SURGE ARRESTORS [(1) PER SECTOR, TOTAL OF (3)] MOUNTED ON OUTSIDE OF GUARDRAIL A53 A43. A24 of of �I Pl (P) REMOTE RADIO HEADS I mI mi (P) SURGE ARRESTOR SEE ENLARGED ELEVATION wl 0l (RRH)'[(2) PER SECTOR, ml wI 0l (DC6-48-60-18-8F FOR MORE INFORMATION A-4 + + TOTAL OF (6)] of �I o 1 WITH FIBER PASS THROUGH) co �I11 2 EXISTING ANTENNA PLAN 3 PROPOSED ANTENNA PLAN A-2 SCALE: 1/8" = 1'—O" A-2 SCALE: 1/8" = 1'-0" (1) (P) FIBER TRUNK AND (2) (12) (E) COAX DC CABLES RUN UP WATER' O O O 0 INTERIOR�TANK LEG IN (E) CABLE TRAY CABLE ENTRY PORTS (12) OCCUPIED /--(E) WALL OF AT&T O O // -EQUIPMENT SHELTER _ 0 . 0 (P) (1) FIBER TRUNK, (2) O O O O (P) COAX CABLE DC CABLES AND (1) GPS' ENTRY PORT CABLE TO BE PLACED IN O oO O O OO DC (E) AT&T GPS (E) CABLE PORT. FIBER TRUNK, DC CABLES AND ANTENNA MOUNTED O O O GPS CABLE TO ICE BRIDGE POST EXTERIOR (P) GPS ANTENNA TO BE (P) 4"0 COAX PORT MOUNTED TO (E) SHELTER 10' MIN. FROM (E) GPS ELEVATION SECTION A—A ANTENNA (IF POSSIBLE) (E) AT&T 4 CABLE ENTRY PORT DETAIL ����`ta OF mas��,�s EQUIPMENT O � (E) FENCE SHELTER A-2 SCALE: N.T.S. Ow MARC R. �4< CHRETIEN � CIVIL NOTES: No.40313 ' (EEV. 0't) GRADE PROPOSED ANTENNA INFORMATION EXISTING ANTENNA INFORMATION EL = 1. ANTENNA HEIGHT IS BASED UPON INFORMATION ��� F®/STE • �'f�a CONTAINED IN CLIENT—SUPPLIED DOCUMENT ENTITLED: MA1093LTE W4 SOW 7-18-2012.PDF SECTOR QUANTITY DIMENSIONS (INCHES) SECTOR QUANTITY DIMENSIONS (INCHES) s i 2. AN ANALYSIS FOR THE CAPACITY OF THE A 1 11.9Wx5.9Dx72L A 3 12"W x 8"D x 721 EXISTING STRUCTURE TO SUPPORT THE ELEVATION PROPOSED EQUIPMENT SHALL BE CONDUCTED B 1 11.9Wx5.9Dx72L B 3 12"W x 8"D x 72"L GRAPHIC SCALE PRIOR TO CONSTRUCTION. AEG HAS NOT A-2 SCALE: 3/32"=1'—O" 0' 5'4" 10'8" 21'4" 32'O" CONDUCTED A STRUCTURAL ANALYSIS. C 1 11.9Wx5.9Dx72L F C 3 12"W x 8"D x 721 SITE NUMBER: MA1093 AT&T ^A- ADVANCED SITE ACQUISITION, INC. SITE NAME: COTUIT atfie[ 0.1 02/25/13 LTE MER MRC MRC a 0 09/21/12 LTE JTG MRC MRC ENGINEERING GROUP, P.C. 22 KEYWAYDIN ROAD ANTENNA LAYOUT AND ELEVATION Civil Engineering-Site Development Surveying- SALEM, NH 03079 A 09/03/12 LTE AL MRC MRC Telecommunications 414 MAIN STREET 500 NORTH RRDnOwnr COTU T, MA 02635 550 COCHITUATE ROAD, SUITE 13, NO. DATE REVISIONS 'BY CHK PP' JOB NUMBER DRAWING NUMBER REV —PROVIDENCE.RI 02914 PH:401-354-2403 BARNSTABLE COUNTY FRAMINGHAM, MA 01701-4681 SCALE: AS SHOWN DEsicNED BY: AL DRAWN BY: AL 1093 LTE A-2 0.1 F. 401-633-6354 " (P) ANTENNA (SEE NOTE 1) NOTE: LTE GPS MODEL (P) RACK MOUNTED SURGE 'SEE ALSO: ANTENNA PLAN-FOR GPS-TMG-HR-26NCM PROTECTION SYSTEM MAKE/MODEL# OF (P) ANTENNAS GPS TO BE MOUNTED WITH W/MOUNTING HARDWARE (DCG-48-60-RM) SOUTHWESTERN EXPOSURE, 10' (MIN.) FROM EXISTING GPS GPS-TMG-MNT-R ANTENNA. COLLAR 0 1"0 x 14" LONG CAD WELD MOUNTING PIPE #2 AWG BCW ANTENNA SUPPORT PIPE \ °p (SEE NOTE 2) 0 1/2" BOLT ASSEMBLY - 1010 3/8" (P) RACK MOUNTED 1/2" U-BOLT (TYP.) I- ERICSSON RBS 6601 NOTES: MOUNTING BRACKET CAD WELD / 3"X3"X1/4" (TYP. OF 2) 1. REFER TO RF CONFIGURATION & SECTOR / OR EQUAL SCHEMATICS FOR QUANTITY REQUIRED PER GROUNDING KIT / M o ° 2E(E]RCONDITIONS OR FINAL APPROVED HILT/HITx1 1/2" LG. REDS ANTENNA SELECTION MAY REQUIRE A CABLE GROUNDING KIT ANCHILT HIT OR 0 NEW ANTENNA PIPE.MOUNT y, CABLE ANCHORS OR EQUAL 1/2"0 COAX CABLE TO EXISTING WALL O (E) FIF RACK, TYP. MAIN UNIT (MINIMUM Y (P) RET CABLE BENDING RADIUS PER EGB GROUND BAR (SEE NOTE 1) MANUFACTURER'S RAYCAP MODEL# STANDARD) #2 AWG BCW (EXTERIOR) DC2-48-60-0-9E TO MGB OR 2/0 GREEN INSULATED (INTERIOR) '(P) JUMPER CABLES (SEE NOTE 1) @ANTENNA MOUNT DETAIL SURGE ARRESTOR ISOMETRICGPS ANTENNA MOUNT DETAIL SCALE: N.T.S.A-3SCALE: N.T.S. A-3 SCALE: N.T.S. EQUIPMENT RACK DETAIL A-3 SCALE: N.T.S. r t (P)TRUE-GRIP SNAP-INS (E)COAX SUPPORT - . BRACKET HANGERS VALMONT P/N 214SH-3 NOTE-1: 1 l ` m (6) REQUIRED, (2) PER 0, SECTOR, ERICSSON Qm O O () RRUS-11 OR APPROVED moo® 6 2 P IT CABLES& t FIBER EQUAL. REFER 1 FINAL ac'- �ry m CABLE WITHIN (P) 3"INNERDUCT ®ddg APPROVED RFDS ®w000s�-- h ° °? ®® ®��® `(E)COAX.DGE N AND - ® �® CABLE BRIDGE NOT SHOWN 1 FOR CLARITY � m •.� cP: (P) REMOTE RADIO HE R. ERICSSON MODEL# o`g MARL RRUS-11, SEE NOTE-1) m ® �0 CHRETIEN RAYCAP MODEL# m CIVIL FC12-PC6-1OE No.40 5 RRH ISOMETRIC +•• FIBER/POWER 7 HORIZONTAL INNERDUCT/COAX DETAIL A-3 SCALE: N.T.S. CONNECTOR ISOMETRIC A-3 SCALE: N.T.S. 'y 6 A-3 SCALE: N.T.S. SITE NUMBER: MA1093 I AT&T SITE NAME: COTUIT +' 0.1 02/25/13 LTE MIER MRC MRC `A7ADVANCED SITE ACQUISITION, INC. at8(t ENGINEERING GROUP, P.C. 22 KEYWAYDIN ROAD o os/zt/1z LTE dTc MRC MRC Civil Engineering-Site Development Surveying SALEM, NH 03079 . - 1 A 09/03/12 LTE AL MRC MRC DETAILS Telecommunications 414 MAIN STREET1E31 y- 500 NORTH BRQ4DWAY COTU T, MA 02635 550 LOCH TUATE ROAD, SU1TE 13, NO. DATE REVISIONS BY CHK PP' doB NUMBER DRAWING NUMBER REv E `PROVIDENCE.RI 02914 FM 401--633 6354 BARNSTABLE.COUNTY FRAMINGHAM, MA 01701-4681 SCALE: AS SHOWN DESIGNED BY: AL DRAWN BY: AL 1 O93 LTE A-3 0.1 • r k HALF SIZE PRINT (P) DOWN-TILT BRACKET & TOP OF (P) PIPE CLAMP KIT PER SPEC. AT SHARE THE NOTED A SCALE ANTENNAS AND (E) STEEL ANGLE- ` RESPECTIVE 4 (TOP GUARDRAIL) 4 MOUNTING PIPES A-4 4 A-4 SHALL NOT EXCEED A.G.L. ELEVATION A-4 OF (E) ANTENNAS (P) 3/8" BOLT, TYP. 5 -(P) REMOTE RADIO HEAD, 5 ✓ O A-4 {RICSSON MODEL# RRUS-11 A-4 [(2) PER SECTOR, (P) LLONG,1 yp. (P) HORIZONTAL SUPPORT—,", TOTAL OF (6)] (P) HORIZONTAL SUPPORT (P) FIBER/POWER x8" LONG, TYP. 5 FRAME MEMBERS, UNISTRUTA-3 FRAME MEMBERS, UNISTRUT CONNECTION A-4 "TELESTRUT", P/N 9000, "TELESTRUT", P/N 9000, RAYCAP MODEL# GALVANIZED, OR APPROVED GALVANIZED, OR APPROVED FC12-PC6-10E (P) 2 1/2" SCH, EQUAL, TYP. [(2) PER' EQUAL, TYP. [(2) PER 40 MOUNTING PIPE b PE RRH/SURGE ARR.] H RRH/SURGE ARR.] q63 TOE MATCH NGTH OHEGIHT / g 6 _ OF ANTENNA) 6 A-4 i \ `<01 OF 144$ p $ \ E. d' A-4 / r I (P) ANTENNA (SEE - �� 1 I (P) 3/8" U-BOLT, TYP. gad �y (E) STEEL CATWALK \ / PROPOSED ANTENNA + (E) STEEL CATWALK ��O MARG R. Gar' PLATfORM�•\ (E).STEEL \ PLATFORM / SCHEDULE ON w SHEET A-2) 2 CATWALK PLATFORM _� CHRETIEN - I CIVIL A-3 No.4 t I 03 3 . (P) 2 1/2" SCH 40 MOUNTING PIPE (LENGTH OF PIPE TO (P) SURGE ARRESTOR, MATCH HEIGHT OF ANTENNA) —:JZRAYCAP MODEL# - Nk DC2-48-60-0-9E 4 + [(I) PER SECTOR, A-3 TOTAL of (3)] FIBER/POWER ANTENNA MOUNT DETAIL z RRH & SURGE ARR. DETAIL 3 CONNECTION DETAIL 9SCALE: MOUNTING PIPE DETAIL SCALE: 1" = 1'-O" A-4 SCALE: ,1' 1'-O" A-4 SCALE: 1" - 1 -O 6" = 1'-O" O FIBER/P POWER - • 9MODEL# (P) REMOTE RADIO HEAD, CONNECTION RAYCAP ERICSSON MODEL# RRUS-11 [(2), FC12-PC6-10E PER SECTOR, TOTAL OF (6)] El IV k (P) 3/8" BOLT, TYP. c (E) ANTENNA (P) 3/8" U-BOLT, TYP. (P) 3/8 U-BOLT, TYP.: (E) ANTENNA (P) ANTENNA (SEE PROPOSED ANTENNA (P) L2"x3"z1/4" SCHEDULE ON SHEET A-2) x8" LONG, TYP. 1 P 3/8" BOLT, TYP. a A 4 O O O oa0 �0 0 0 0 0 00 T N 00000000 E STEEL ANGLE 0000aaoo ( ) E STEEL CHANNEL' (TOP GUARDRAIL) 0 0 0 0 0 0 0 0 - ( ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - �' 1. OOOOOOOO - -- 00000000 (P) L2"z3"x1/4" (KICK-PLATE) O O O O O O O O x8" LONG TYP. 00000000(P) 2 1/2 SCH. 40 00000000 00000000 MOUNTING PIPE (LEN GTH 00000000 (E) STEEL ANGLE �OF PIPE AS NEEDED) . (E) FLAT STOCK 0 (TOP GUARDRAIL) (CROSS MEMBER) 0 0 0 0 0 0 O O O O O O O • - 000'00000 E _ •' 00000000 FLAT STOCK O O O O O O O O Ell 0 0 0( ) LA S O O(P) 2 1/2" SCH. 40 MOUNTING (CROSS MEMBER) o 0 0 0 0 0 0 0 PIPE (LENGTH OF PIPE TO o 0 0 0 0 0 0 0 00000000 00000000 0000aaoo MATCH HEIGHT OF ANTENNA) o 0 0 0 0 0 0 0 _ 00000000 00000000 (E) STEEL CHANNEL (KICK-PLATE) (E) FLAT STOCK (CROSS MEMBER) (E} STEEL CATWALK 4'-0" 2'-0" 2'-0" 2'-0" PLATFORM 0 (P) SURGE-ARRESTOR, RAYCAP MODEL# DC2-48-60-0-9E (P) 2 1/2" SCH. 40 [(1) PER SECTOR; TOTAL OF (3)] MOUNTING PIPE (LENGTH OF PIPE AS NEEDED), TYP. 5 MOUNTING PIPE DETAIL 6 MOUNTING PIPE DETAIL 7 ENLARGED ELEVATION A-4 SCALE: 6" = 1'-O" A-4 SCALE: 6" = 1'-O" A-4 SCALE: 1" SITE NUMBER: MA1093 AT&T ADVANCED SITE ACQUISITION, INC. SITE NAME: COTUIT o., 09/21/12 LTE ME R MRC MRC ^A— a t&� MR MRC ... 0 09/21/12 LTE JTG C ENGINEERING GROUP P.C. / 22 KEYWAYDIN ROAD - DETAILS ' AL MRC MRC CiviloEngineering-Site Development Surveying- 09 03 12 T S p v 9 A LTE/ /NH 3079 _.SALEM, 0 41 - ielecommunica,ions 4 MAIN STREET K JOB NUMBER NUMBER REV N DATE B Y CH PP' DRAWING NU 500 NORTH BROADWAY 0 REVISIONS FAST PROVIDENCE,RI @914 COTUT, MA 02635 550 COCHTUATE ROAD, SUITE 13, PH:401-354-2403 BARNSTABLE COUNTY FRAMINGHAM, MA 01701-4681 SCALE: AS SHOWN DESIGNED BY: AL DRAWN BY: AL 1093 LTE A-4 0.1 FM 401-633-6354 (P) ANTENNA-1 (P) ANTENNA-2 (P) ANTENNA-3 700/8501AWS/1900 700/8501AWS/1900 700/850IAWS/1900 STEELLESS +45/-45 +45/-45 +45/-45I+45/-45 +45/-45I+45/-45 HARDWARE WIRELESS.SOLUTIONS INC. EACH GROUND CONDUCTOR TERMINATING ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END GROUNDING CABLE TWO HOLE COPPER THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. COMPRESSION TERMINAL NO. REQ. PART NO. DESCRIPTION 11 O 1 HLGB-0420-IS SOLID GND. BAR (20"0%1/4") SECTION "P" - SURGE PRODUCERS GROUND BAR 2 2 WALL MTG. BRKT. CABLE ENTRY PORTS (HATCH PLATES RET CABLE RET CABLE (P) 1/2"0 COAX A O ) (#2) RET RET RET RET RET RET JUMPERS (25'-0" ELEVATION A O3 2 INSULATORS GENERATOR FRAMEWORK (IF AVAILABLE) (#2) MAX LENGTH), TELCO GROUND BAR TYP. ® 4 5/8"-110" H.H.C.S. COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) LOCK WASHER, FLAT WASHER, TYP. TYP. +24V POWER SUPPLY RETURN BAR (#2) Txt Rx1 rxz Rxz TX Rx1 rxz Rxz rx1 Rx1 Txz Rxz Tx1 Rx1 Txz Rxz Tx1 Rx1 Txz Rxz 3/8"xl-1/4" HEX O5 4 - 5/8 LOCKWASHER —48V POWER SUPPLY RETURN BAR (#2) NEW LTE 700 NEW LTE AWS NEW LTE 700 NEW LTE AWS NEW LTE 700 NEW LTE AWS. BOLT RECTIFIER FRAMES. REMOTE RADIO REMOTE REMOTE RADIO REMOTE REMOTE RADIO REMOTE NUT, TYP. 2 HEAD RADIO HEAD HEAD RADIO HEAD HEAD RADIO HEAD 3 � SECTION "A" - SURGE ABSORBERS GROUND BAR 0 5 INTERIOR GROUND RING (#2) (P) SURGE ARRESTOR (P) RAYCAP FIBER EXPOSED BARE COPPER TO BE 1 0 p p 00 4 EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) DC6-48-60-0-9E POWER CONNECTOR (P) DC POWER GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO ° p p D 0 p p 0 0.0 0 0 METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) CONNECTIONS (15'-0" INSULATION ALLOWED WITHIN THE o 0 D 0 0°° °° (1 PER SECTOR FCN�TIPC6B100EMODEL# MAX. LENGTH), TYP. SECTION "A—A", COMPRESSION TERMINAL (TYPICAL) �o a BUILDING STEEL (IF AVAILABLE) (#2) 3 To (TOTAL OF 1) NOTES: 1. "DOUBLING UP" OR "STACKING " OF CONNECTION IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB. 4. ALL GROUND LUGS MUST BE HEAT SHRUNK AT WIRE/LUG CONNECTION ��GROUND BAR -. DETAIL SCALE: N.T.S. (P) FIBER NOTE SURGE TO TYPICAL GROUND BAR CONNECTIONS, TYP. NOTE PLACED AMAXIMUM - (P)'4" GABLE ENTRY DISTANCE OF 15' FROM CONNECTION DETAIL BOOT, ANYONE (P) REMOTE RADIO 2 O - - NOTE:* CX401—EB110118 HEAD G-1 SCALE: N.T.S. REFER TO THE FINAL RF DATA WATER TANK. c SHEET FOR.FINAL ANTENNA - EQUIPMENT SHELTER - _ - SETTINGS. (P) (2) DC POWER CABLES (P) 4„ (P) FLOOR COAX/ELECTRICAL MOUNTED 23" TO ANTENNA ENTRY TUBE & ENTRY EQUIPMENT RACK GROUND PORT VALMONT# 8532 FROM LUG & B220 ANTENNA (P) RACK - ANTENNA STANDARD GROUNDING KIT (TYP) (P) 12 PAIR FIBER MOUNTED SURGE GROUND BAR CIGBE - TRUNK - PROTECTION - (TOP) (P) RACK MOUNTED SYSTEM SEE NOTE 1. ERICSSON RBS 6601 (DC6-48-60—RM) WEATHERPROOFING #6 AWG (PROVIDED WITH r ONE LINE PLUMBING DIAGRAM JUMPER REQUIRED ONLY — KIT (TYP.) #2 AWG BCW GROUNDING KIT TYP) G-1 SCALE: N.T.S. WHEN 1-1/4"0 AND LUG (TYP) LARGER (TYP.) STANDARD GROUND KIT COAX CABLE _ .. (TYP FOR ALL) (TYP.) ANTENNA CABLE TO ANTSTANDARD CONNECTER CABLE TRAY(TYP.) GROUND BAR (CIG BE) GROUND GROUND KIT (TYP.) ANTENNA COAX RRH GND KIT SURGE ARRESTOR WEATHERPROOFINGGND KIT GND KIT KIT (TYP.) FROM ANTENNA (BOTSEE NOGND KIT 6 AWG LUGGND BAR GND BAR GND 8AR COAX PORT COAX PORT SUPPORT COAX GROUND #GND KIT KIT (2) #2 AWG BCW COMMSCOPE KIT N0. 'EQUIPMENT RACK GB-0414-IT OR EQUAL TO BTS VIA TRAY OR ICEBRIDGE Ci aGND KIT GRADE Res 6601 #2 AWG BCw No.40313 UPPER GROUND BAR AT °O° GND KIT #2 AWG BCW, BONDED #2 AWG BCW'�r ANTENNA LEVEL TO GROUND WIRE ALONGRING GROUND'BOTTOM GROUND BAR ON SURGE PROTECTION CABLE TRAY TO CIGBE/MIGB __ S$ 'O"A`E�O ' GROUND BA (E) BONDING SHELTER SYSTEM NOTE: AT TOWERJUMPER GND KIT NOTE: 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 E GRADE DIRECT GROUND WIRE DOWN TO CIGBE. TOWER. ANTENNA LOCATION AND CONNECTION ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. GROUNDING NOTES: INSIDE EQUIPMENT SHELTER GROUND WIRE TO GROUND 2. A SEPARATE GROUND BAR TO BE USED FOR GPS ANTENNA IF REQUIRED. ALL GROUNDING SHALL BE DONE IN 5 BAR CONNECTION DETAIL. ANTENNA CABLEGROUNDING ACCORDANCE WITH THE AT&T MOBILITY ONE LINE GROUNDING DIAGRAM SCALE: N.T.S. GROUNDING GUIDE SCALE: N.T.S. SCALE: N.T 4 G-1 G-1 G-1 .S. -EXOTHERMIC(CADWELD)OR-MECHANICAL - (COMPRESSION TYPE)CONNECTION -t SITE NUMBER: MA1093 �. AT&T SITE NAME: COTUIT 1 0.1 02/25/13 LTE MER ARC MRC ADVANCEDL SITE ACQUISITION, INC. ENGINEERING GROUP, P.C. � 22 KEYWAYDIN ROAD 1 0 09/21/12 LTE JTG MRC MRC_ + GROUNDING, ONE-LINE DIAGRAM & DETAILS Civil Engineering-Site Development Surveying- SALEM,. NH 03079 _ ? A 09/03/12 LTE AL MRC MRC Telecommunications 414.MAIN STREET 500 NORTH BRnaOWAr NO. DATE REVISIONS BY CHK PP' JOB NUMBER DRAWING NUMBER REV EAST PROVIDENCE.RI 02914 - - GOTUIT, MA 02635 550 COCHITUATE ROAD, SUITE 13,, _ PH:401-354-2403 BARNSTABLE COUNTY FRAMINGHAM, MA 01701-4681 SCALE: As SHOWN DESIGNED BY: AL DRAWN BY: AL 1093 LTE G-1- 0.1 FAX:401-633-6354 - 67 ryl od" 00 y 4 ® ® ® ® ® ® ® z TOTALLY COMMITTED. Sy" Z tL NBtC ENGINEERING SERVICES,LLC. w IMSENTWPARrcwAr ivE . 0 B L¢,SUTE210 BLUE BE L,PA t81.22 . .. (N7)am4122 T-MOBILE NORTHEAST LLC SITE NUMBER: 4HY0559B T ® -Mobile. . . SITE NAME: HY559 / COTUIT WT T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SUITE B NORTON,MA:02766 T-MOBILE 700MHz INSTALLAT16N, DESIGN 702Cu . ONORT N,MAU7660 FAX:(508)286-2893 414 MAIN STREET " r r COTUIT, MA 02635 Know .wnais below. BARNSTABLE COUNTY Call before you dig. 0 4HY0559B .. HY559/COTUIT WT SITE INFORMATION VICINITY MAP �� z 414 MAIN STREET DRAWING INDEX u COT _ 2635 SCOPE OF WORK: PROJECT CONSISTS OF INSTALLING REMOVING(3). 'j'� tima� ® i ' :I, '+�. // i �, �T-1 _ TITLE SHEET - N EXISTING ANTENNAS AND INSTALLING(3)PROPOSED _T, w•�� m p-' S ,, ,j o } - '�" - , \\\ UIT, MA:O ANTENNAS AND(3)PROPOSED RRUs TO AN EXISTING -..p vim"`"' `o�..e.r .+m°r a ape• 1,) a ' b� - .M,•wAR C-1 PLANS&ELEVATION' WIRELESS TELECOMMUNICATIONS FACILITY. - s wm, �,•;�. ' ' ) - A,1 ANTENNA PLANS&DETAILS .�, PROJECT DESIGN: 702Cu;(AS IDENTIFIED ONRFDS) [] 1 :., vmva"'.. .. - --- REVISIONS SITE ID NUMBER: 4HY0559B /' m <'�""•�•`"L - ���••. &I GR DI S ";I _ ,. OUN NG:DETAIL 911 SITE ADDRESS: - SITE C4 MAIN STREET '�. COTUIT,MA 02635 I - cc E STRUCTURE OWNER: COTUIT FIRE DISTRICT ADDRESS: '4 P.O.BOX1475 .: 3. ><•.,fi� ,evd'>.. rMNI'm COTUIT MA 02635 . L. t .,,. l ' .. { 0 LU .LATITUDE(NAD 83) 41.62906° - r, ; $y - LONGITUDE(NAD 83): -M44152° _ . '. � $" LJs•c �� '� :$s f� '� (Pa , /j .. 0 07/16/15 FINAL PRC JURISDICTION: TOWN OF BARNSTABLE 3. a4-: 1, - L( , - - - - P COUNTY: BARNSTABLE COUNTY : .g '• r - a �w a / -� � _ � ,. � 4 r4`� n� l 1, , REV DATE, DESCRIPTION BY E tioe c R ? .MAP/PARCEL#:' MAP.038 PARCEL:004 '� � - :: �.�, � -� �. I - PARCEL AREA: - - - 158.42t ACRES - 11 - - ADDRESS: . P.O.BOX 1475 -`--.a,., Qvo/ ... ff` a �(" u ... `,,.. - .... :... PARCEL OWNER: COTUIT FIRE DISTRICT - !!! I+ ;9yD g A DO NOT SCALE DRAWINGS � COTUIT,MA 02635 Prq 1 ` 'g^- �`cmum ; a' w w{. L !1 - :.dOF COTUIT, THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZEAT 24'X36".CONTRACTOR SHALL GROUND ELEVATION: 263.0't(AMSL) VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND G -STRUCTURE TYPE: WATER TANK � r(� I. ".. / l" - .. ... ... �o� KRUPAKARAN 1 sue.,•,. - ; - - SHALL IMMEDIATELY,NOTIFY THE DESIGNER/ENGINEER IN WRITING OF ANY rn STRUCTURE HEIGHT: - 168.0't(AGL) - - - . - _. -- DISCREPANCIES.BEFORE-PROCEEDING WITH THE.WORK OR MATERIAL ORDERS OR BE 4 KOLANDAIVELU DIRECTIONS f -' 'RESPONSIBLE FOR THE SAME.CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE p v -- - - - - TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. N 93 NC FROM 15 COMMERCE WAY,NORTON MA 02766: �,' - -- LLLL TAKE 1-495 S FOR 24.2 MILES.CONTINUE ON MA-25 E FOR 9.7 MILES.CONTINUE ONTO MA-28 S FOR 1.1 MILES.AT THE 0 TRAFFIC CIRCLE,CONTINUE STRAIGHT.ONTO MA-28 S_/GENERAL MACARTHUR BLVD.IN 4.0 MILES AT THE TRAFFIC APPROVAL BLOCK d - CIRCLE,CONTINUE STRAIGHT ONTO MA-28 S.IN 3.0 MILES TAKE THE RAMP ONTO MA-151,E/NATHAN ELLIS HWY,IN 6.9 :- -. - � � N - - MILES,AT THE TRAFFIC CIRCLE,TAKE THE 3RD EXIT ONTO MA-28 S/FALMOUTH RD.IN 2.4 MILESTURN RIGHT ONTO MAIN - ST.SITE IS LOCATED 0.8 MILES'ON'THE LEFT. w W w WPROJECT TEAM t � a.a 0 a CL z > LU APPLICANT: T-MOBILE NORTHEAST LLC - ¢ ¢¢ O it -Z KRUPAKARAN KOLANDAIVELU,P.E. 15:COMMERCE WAY,SUITE B - MA PROFESSIONAL ENGINEER L.IC.#50019 - NORTON,MA0276s CODE COMPLIANCE El ❑ ❑ W OFFICE:(508)286-2700 'PROPERTY OWNER - DATE - FAX: 508 286-2893. T ( ) ALL WORK AND.MATERIALS SHALL BE PERFORMED AND.INSTALLED IN ACCORDANCE WI.THiTHE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE - PROJECT MANAGEMENT FIRM: NETWORK BUILDING+CONSULTING,LLC. CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. - 6095 MARSHALEE DRIVE,SUITE 300 - - ELKRIDGE,.MD 21075 2009 INTERNATIONAL BUILDING CODE • ANSIFFIA-222-G - SITE ACQUISITION DATE (410)712-7092 - (MASSACHUSETTS AMENDED 8TH EDITION) • TIA607 uCC ENGINEERING FIRM: NB+C ENGINEERING SERVICES,LLC. • 2014 NATIONAL ELECTRICAL CODE El El TITLE SHEET. 1777 SENTRY PARKWAY WEST INSTITUTE FOR ELECTRICALt&ELECTRONICS ENGINEER 81 CONSTRUCTION MANAGER DATE' - _ - DUBLIN HALL,SUITE 210 2009 NFPA 101,LIFE SAFETY CODE #- - f BLUE BELL,PA 19422 • •IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION. 2009 2009 IFC-REFERENCE 527-CMR El El 1:1 -- TELECORDIA GR-1275 - - ZONING DATE AMERICAN CONCRETE INSTITUTE ,: • ANSI/T 311 AMERICAN INSTITUTE OF STEEL CONSTRUCTION. m RF ENGINEER DATE ❑ ❑ ❑MANUAL OF STEEL CONSTRUCTION 13TH EDITION ... , .. - ... _z T. w �/ .. U t GENERAL NOTES 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES COMPANY OR OTHER PUBLIC AUTHORITIES. 10. CONTRACTOR SHALL MAKE A UTILITY 'ONE CALL'TO LOCATE ALL URLITIES PRIOR TO EXCAVATING. _' ^� 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY 11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE PROJECT AREA, CONTRACTOR Ltl BE REQUIRED BY ANY FEDERAL. STATE, COUNTY OR MUNICIPAL AUTHORITIES. MUST LOCATE IT AND CONTACT THE APPLICANT @ THE OWNER'S REPRESENTATIVE. - W ? TOTALLY COMMITTED. 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, 12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY TECHNICIANS APPROXIMATELY 2 ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR 2 TIMES PER MONTH. - LLI OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM - NB.0 ENGINEERING SERVICES,LLC. RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. 13. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS,TAX MAPS, AND PLANS OF RECORD AND - �x�oueu H�uis 1 uiiE x�o$ SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY. e—eeu.a.,°<n 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR �')'°°ixx TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED_ AS A RESULTI4.THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. - OF CONSTRUCTION OF THIS FACILITY. 15.THE PROPOSED FACILITY WILL CAUSE ONLY A 'DE MINIMIS' INCREASE IN STORMWATER RUNOFF. - 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED. LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED JN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 16.NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. PROPOSE RMOBILE ANTENNA - mobile 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE 17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION (NO HANDICAP ACCESS TO TO REPLACE.EXISTING -_TOP OF EXISTING wA 17 ©TER: ® €' El © o ' PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. REQUIRED). (1 PER SECTOR, TOTAL OF 3) - - ELEV.=168'-O'3 AGL 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO 18. THE FACILITY'IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE.' EXISTING T-MOBILE ANTENNA EXISTING_T-MOB_lLE ANTENNAS T-MOBILE LLC INSTALLATION. TO REMAIN IN PLACE 19.POWER TO THE'FACILITY WILL BE MONITORED BY A SEPARATE METER. (2 PER SECTOR, TOTAL OF 6) c ELEV.=160"-0 t ACL � S. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET ANSI/EIA/nA 222-G - —-�• O_ REQUIREMENTS. - PROPOSEDE�OBI 8_ANTENNAS nd• 15 COMMERCE AA WAY, B OFFICE:(508)286-2700 PROPOSED T-MOBILE RRU. - FAX: 508 286-2893 BELOW ANTENNA - " - -� (1 PER SECTOR, TOTAL OF 3) O 4HY05596 �\ EXISTING PANEL ANTENNA HY559/``OTUIT wT Y _ BY OTHERS (TYP) W Exisnvc EouIPMENT / \r\. 414 MAIN STREET SHELTER �# \, COTUIT, MA 02635 EXISTING WATER \+ 1 TANK SUPPORT LEG REVISIONS (VIP) T-MOBILE ALPHA SECTOR �\ ' 1 I I I I (SEE SHEET A-1 FOR DETAIL) - EXISTING 168.1L EXISTING 168'-L EXISTING - I I WATER TANK' WATER TANK z GENERATOR ON�1 I i EXISTING`SPRINT BELOWEOUIPMENTIC CONCRETE PAD I I ON STEEC FRAME BELOW ICE - LLI CANOPY(7YP) .. EX/ST/NC FENCED-lN. 0 07/16/15 FINAL PRC .' COMPOUND�I • a _ . REV DATE DESCRIPTION BY I i (12) EXISTING V/G COAX CABLES SAND . Y T-MOBILE GAMMA SECTOR O 1 (3 EXISTING HYBRID CABLES TO REMAIN-- - (USE SPARE DC/FIBER LINES FOR:I - (SEE SHEET A-1 FOR DETAIL) —�— 11 i PROPOSED ANTENNA INSTALLATION)' - ' r— / �' t 1 I .�� £ -• �3 fif•i � EXISTING - ; I I EXISTING T-MOBILE ---J ACCESS GATE �———_ 3106 CAB/NET / � O I T-MOBILE BETA SECTOR I CONTRACTOR TO VERIFY ALL PROPOSED AND - - ' (SEE.SHEET A-1 FOR DETAIL) EXISTING ANTENNAS AND CABLES.WERE CONSIDERED - •- ,. AND PASSED A STRUCTURAL ANALYSIS PERFORMED BY A LICENSED ENGINEER PRIOR TO INSTALLATION. ULT(TYP.J ;Q+{ / Z KRUPAKARAN KOLANDAIVELIJ P.E. EXIST/TUG MA PROFESSIONAL ENGINEER LIC.#50019 VA +\ •. \yl - (12) EXISTING COAX CABLES AND (3) EXISTING I W EXISTING HYBRID CABLES TO REMAIN - T-MOBILE PRO (USE SPARE DC/FIBER LINES FOR - PROPOSED ANTENNA INSTALLATION) - EXISTING FENCED-IN EXISTING T-MOBILE 6x8' - EXISTING T-MOB/L£ CONCRETE FOUIPMENT PAD I COMPOUND 2102 CABINET(DARK) EXISTING MOBILE PLANS & GRAPHIC SCALE EouiPMENT(rrP.) I 1 COMPOUND PLAN a e e I , LU ELEVATION SCALE:i"=8' (T) C-1 (IN FEET) 11NCM= 8 FEET _ GROUND LEVEL ELEV.=00t AGL ai GRAPHIC SCALE w 2 ELEVATION ° ° ° ° SCALE:1"=10' Z cm I • C 1 _ (IN FEET) � . j 11NCM= 10 FEET Lu e 1 _ U) I _:, PROPOSED T-MOBILE ANTENNA ' TO IR EXISTING MOVEDT-MOS LE ANTENNA TO REPLACE EXISTING i - TO IRE REMOVED - (1 PER SECTOR. T07AL OF 3) (1 PER SECTOR, TOTAL OF 3);A2 EX/STING T-MOBIL£ANTENNA - EXISTING T-MOBILE ANTENNA. ¢ rpj= TO REMAIN IN PLACE TO REMAIN IN PLACE LU A3 (2 PER SECTOR TOTAL OF 6) PROPOSED T-MOBILE RRU (2 PER SECTOR TOTAL OF 6) LUg®T ppw ®� ITT ®.BELOW ANTENNA (1 PER A3 7 i YF99� T C SECTOR, TOTAL OF 3) A2 W EX/STING T-MOBILE ANTENNA Al EXISTING T-MOBILE ANTENNA NBiC ENGINEERING SERVICES,LLC. TO REMAIN IN PLACE TO REMAIN IN PLACE Al s DUSLIN L,SUITAv osr (2 PER SECTOR, TOTAL OF 6) (2 PER SECTOR, TOTAL OF 6) oL�—BEL.P BL,12 BCLI,vA,Ba)} 1267)<66-0f12 EXISTING T-MOBILE TMA • _ EXISTING T-MOBILE I TMA - .. ® © ® © ���� TO REMAIN(1 PER TO REMA/N(1 PER .1 SECTOR, TOTAL OF 3) - SECTOR, TOTAL OF 3) EXISTING T-MOBILE ANTENNA EXISTING T-MOBILE ANTENNA EX/STING T-MOB/LE TMA TO REMAIN IN PLACE EX/STING T-MOBILE TMA TO REMAIN(1 PER (2 PER SECTOR, TOTAL OF 6) - TO REMAIN(I PER 'TO REMAIN/N PLACE T-MOBILE NORTHEAST LLC SECTOR, TOTAL OF 3) - SECTOR, TOTAL OF J) (2,PER SECTOR, TOTAL OF 6) 7 EXISTING T-MOB/LE ANTENNA EXISTING T-MOBILE ANTENNA - a 15 COMMERCE WAY,SUITE B TO REMAIN IN PLACE TO REMAIN IN PLACE (2 PER SECTOR, TOTAL OF 6) - - (2 PER SECTOR-TOTAL of NORTON,MA 02766 OFFICE:(508)286-2700 e1 _ 61 FAX:(508)286-2893 C3 C3 PROPOSED T-MOBILE RRU - BELOW ANTENNA (1 PER ' - SECTOR, TOTAL OF 3) • a B2 • - 82 Z PROPOSED T-MOBILE RRU - OF. _ 4HY05596 BELOW ANTENNA(1 PER cz - - HY559/COTUIT WT C2 - - - SECTOR,TOTAL OF 3) EXISTING T-MOBILE ANTENNA PROPOSED T-MOBILE ANTENNA OLL 414 MAIN STREET EXISTING T-MOBILE ANTENNA - - • B3 B3 Z / TO BE REMOVED TO BE REMOVED' TO REPLACE EXISTING Y COTUIT, MA 02635 (1 PER SECTOR TOTAL OF 3J _ (7 PER SECTOR, TOTAL OF 3) _ PROPOSED,7-MOBILE ANTENNA • ,(1 PER SECTOR,TOTAL OF 3) . TO REPLACE EXISTING • - - , (I PER SECTOR, TOTAL OF 3) EX/STING T-MOBILE ANTENNA - EXIST/NG T-MOBILE ANTENNA - ��` 'I^I O�^ TO REMAIN IN PLACE - TO REMAIN IN PLACE - P V J J ^EXISTING T-MOBILE ANTENNA •(2 PER SECTOR, TOTAL OF 6) .'EXISTING.T-MOBILE ANTENNA (2 PER SECTOR, TOTAL OF 6) TO REMAIN/N PLACE - - TO_REMAIN IN PLACE EXISTING T-MOBILE TAM. _ STRUCTURAL NOTE: - s` (2 PER SECTOR, TOTAL OF 6) CONTRACTOR TO VERIFY ALL'PROPOSED AND (2 PER SECTOR, TOTAL OF 6)' EXISTING T-MOBIL£TMA. w TO REMAIN (1 PER - TO REMAIN(1 PER - �•. EXISTING ANTENNAS AND CABLES WERE CONSIDERED p APPRO% APPROXr- SECTOR,'TOTAL OF 3 SECTOR, TOTAL OF 3 J AND PASSED A STRUCTURAL ANALYSIS PERFORMED - ) Q - TRUE NORTH - -^ BY A LICENSED ENGINEER PRIOR TO INSTALLATION. TRUE NORTH - O 1 2 W EXISTING ANTENNA ORIENTATION PLAN PROPOSED ANTENNA ORIENTATION PLAN Ea A l NTS - A l NTS - - _ Z C7 T - EXISTING WATER - - Lu TANK OVERHANG - - .p E C D B H G �� L A F ` " _ WIDTH PROPOSED 2-3/8 O.D. X - .. - 10'-0" LONG SCH. 40 MOUNTING FINAL PRC - `PIPE TO REPLACE EXISTING -./ (1 PER SECTOR,TOTAL OF 3) - - REV DATE DESCRIPTION BY 5 r u o BACK J I K ' � - ENLARGED BOTTOM - rRRUS11VIEW RRUS11 (3 ,,<, PROPOSED ,a PANEL ANTENNA ggQ SIZE AND WEIGHT TABLE _.�., - WIDTH DEP_TH HEIGHT W/pN gRACKEf `t �f e 1• S( '� WTTF1 SOlAR1 SHIELD 17.0' 7.2" 19.7" , 50.7 I.RS, EXISTING ANTENNA ` MINIMUM CLEARANCE TABLE - INSTALL PER MANUFACTURER SPECIFICATIONS ¢ SUPPORT PIPE MOUNT CLEARANCES CLEARANCES TO REMAIN(TYP.) - RRU CABINET RRUS01 RRUS11 COMMENTS INCHES INCHES FRONT 36" - 36" INSTALLATION ACCESS _ - REAR 0" 0" ZERO REAR CLEARANCE IS ALLOWED USING SUPPLIED MOUNTING BRACKETS ANTENNA MANUFACTURER'S _ _ RIGHT 8 0" AIR FLOW MOUNTING BRACKET(TYP) LEFT e" 0" AIR FLOW - ABOVE OP 16" 16" FROM CEILING FOR AIR FLOW NOTE 1 Ul BOTTOM 1 12" 1 8" 1 CONDUIT ROUTING AIR FLOW - Lu KRUPAKARAN KOLANDAIVELU,P.E. CONNECTION INTERFACE MA PROFESSIONAL ENGINEER LIC.#50019 Y z ID DESCRIPTION MARKING ID DESCRIPTION MARKING Ld .. - A -48 V OC POWER SUPPLY -G ALD FOR RETT ALD LKMINAL 'r B LMT H EXTERNAL ALARM LM7 Q C OPTICAL CABLE I 1+ 1 CROSS,CONNECT'RXA RXA I 0 _ D OPTICAL CABLE 2 2 J RXA CO-SITE RXA OUT ,ANTENNA PLANS K CROSS CONNECT R%B RXB 1 0 EXISTING LATER PROPOSED • - E ANTENNA 1 A�f L EARTH GROUNDING -EBT TANK WALL RRU - F ANTENNA 2 W & DETAILS NOTES- cn 1. STACKING OF RRU's IS NOT PERMITTED p . - 2. NO PAINTING OF RRU OR THE SOLAR SHIELD IS ALLOWED pj Lu D_ cn 3 ANTENNA& RRU MOUNTING DETAIL I 4 ERICSSON REMOTE RADIO UNIT RRU A l NTS NTS S L-iz Aml i GROUNDING NOTES GROUNDING LEGEND i. 1. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, ,fit BONDING AND LIGHTING PROTECTION SHALL BE DONE IN ACCORDANCE WITH - COMPRESSION FITTING CONNECTION. LU - METRO MOD CELL SITE GROUNDING STANDARDS. , } ,• Nis+c: EXOTHERMIC WELD CONNECTION Z 2. GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS PROPOSED GROUND WIRING_--- TOTALLY COMMITTED. CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. ( - Z 3. USE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION.FOR - - EXISTING GROUND WIRING LL NB-C ENGINEERING SERVICES,LLC, ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND 02 SOLID nn seL SuITr,o TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED - WaLIN" pwl*=x,u e L�BELL, ;9axz rzs>�ama+zx ON THE DRAWING. - - 4. ALL POWER AND GROUND CONNECTIONS TO BE CRIMP-STYLE, COMPRESSION - WIRE LUGS AND WIRE NUTS BY HARGER (OR APPROVED EQUAL) RATED FOR - OPERATION AT NO LESS THAN 75'C OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED - STEEL. 5. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST - )' ® ® © © ' , obafle© B PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS, ALPHA ( BETA GAMMA T-MOBILE NORTHEAST LLC SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12' RADIUS BENDS. 06 WIRE CAN BE BENT AT 6" RADIUS WHEN NECESSARY. - - BOND ANY METAL OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT U OR CABINET TO MASTER GROUND BAR OR GROUNDING RING. - d 15 COMMERCE WAY,SUITE B 6. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE _. _ NORTON,MA 02766 COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO - OFFICE:(508)286-2700 ALL LOCATIONS. FAX:(508)286-2893 7. APPLY OXIDE INHIBITING COMPOUND TO ALL MECHANICAL GROUND CONNECTIONS a v~i v, ( a `a v~i 8. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC 0. L" W a MARKER SYSTEM (EMS) BALLS OVER EACH GROUND ROD AND BONDING POINT BETWEEN EXISTING TOWER/MONOPOLE GROUNDING RING AND -- - - Z i EQUIPMENT GROUNDING RING.' _ ' a - _ � 4HY05596 9. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD tt , RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMNS MINIMUM - HY559/COTUIT WT RESISTANCE REQUIRED. - - - 414 MAIN STREET 10.CONTRACTOR SHALL CONDUCT ANTENNA CABLE,AND LNA RETURN-LOSS RRU RRU - RRU COTUIT, MA 02635 AND DISTANCE-TO-FAULT MEASUREMENTS (SWEEP_TESTS)AND RECORD RESULTS FOR PROJECT CLOSE.OUT. - - TMA `, I TMA'`, ?I TMA \ I U) - + ' REVISIONS I I tEXISTINC #6 WIRE TO 1°oo°8°e°° GROUND BAR (TYP) `` ........... ` 8Uui EXISTING SECTOR - - EXISTING SECTOR SECTOR _ Z GROUND BAR GROUND BAR GROUND BAR - - 0 ` ❑ 1 ANTENNA GROUNDING DETAIL • a - 0 07/16/15 FINAL PRC NTS REV DATE DESCRIPTION BY 1 0 W /2AWG WITH LONG BARREL COMPRESSION LUGS,USE STAR WASHERS, u• - LOCKWASHERS,AND STAINLESS STEEL HARDWARE TO SECURE TO ERNAL - - - ¢EXT `•'E,;.� GROUND BAR BY GENERAL CONTRACTOR. EL 4 )Ni • NEW COAXIAL GROUND KITS WITH LONG BARREL COMPRESSION LUGS WITH TWO(2) ` - 3/B"0 BOLTS AND LOCK WASHERS SIMILAR TO ANDREW 3241088-9. - - }t{ STAINLESS STEEL HARDWARE COPPER GROUND BAR 7W0 HOLE COPPER ' 4 COMPRESSION TERMINAL TYPE TA TYPE VN TYPE NC TYPE SS TYPE W TYPE VS �- o '.j. o Wa"(TYP) GROUNDING CABLE A Z KRUPAKARAN KOLANDAIVELU,P.E. e ° ° 7fe' GROUND BAR MA PROFESSIONAL ENGINEER LIC.#50019 o A IZ IN. STAR WASHER(YP) -RAT WASHER(TYP) . NUT(TV) h"x%".HEX BOLT SOUD-TINNED COPPER CONDUCTOR TO GROUND BUS. GROUND BAR TYPE VB TYPE PT TYPE GT TYPE GY TYPE OR TYPE GL , TO 11.ALL HARDWARE STAINLESS STEEL COAT ALL SURFACES WITH KOPR-SHIED GROUNDING CABLE DEPOSED BARE COPPER`IN BE KEPT L BEFORE MATING. '}' sEcnoN'A-A" ABSOLUTE NCOMPR,COMPRESSION INSULATION ALLOWED GROUNDING f ( \CADWELD GROUNDING CONNECTION DETAILS 2.FOR GROUND BOND TO STEEL ONLY:INSERT A TOOTH WASHER BETWEEN • - WITHIN THE COUPRESSION TERMINAL(TYP.) C /� LUG AND STEEL,COAT ALL SURFACES WITH KOPR-SHIELD. N0 Lr��i DETAILS O 1 NTS 3.ALL HOLES ARE COUNTERSUNK Na' 1.OXIDE INHIBITING COMPOUND TO BE USED AT All.LOCATIONS. U) GROUNDING BAR CONNECTIONS - G 1) NTS LU+ } m ru G=1 ENGINEER SEAL TOWER SPECIFICATIONS LMS 120' Hot dipped galvanized sections 5 Tower marked with 10'height increments y Main winch gear electric motor 1HP Main winch gear"dual"reducer direct drive 900 to 1 y Main winch gear reducer-emergency crank ability w/key option y 30'-0"[360]" Hydraulic tilt y THIS DRAWING IS THE CONFIDENTIAL Galvanized stranded lifting cables(Sections A,B,C,D,E,F) 3/8" PROPERTY AND CONTAINS TRADE SECRETS Galvanized lifting security safety cable(Sections A,B,C,D,E,F) 1/4" OF CELLXION,LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION Tilt winch strained 7-19 GAC galvanized aircraft cable 3/8" y CONTAINED HEREIN FOR ANY REASON OTHER THAN AS IXPRESSLY AUTHORIZED User operation and control panel y BY CELLXION,LLC.IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN Safety limit switches y DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE 30 Amp AC OBTAINING POSSESSION OF IT WILL BE Tower power requirements 120V/60hz EXPRESSLY NOTIFIED OF ITS Tower minimum operations height 30ft/9.14m CONFIDENTIAL NATURE. Operational setup time without guy wires 25 minutes a Weight load on tower 700lbs/317.51kg TRAVEL PLAN VIEW Weight tilt load on tower 700lbs/317.51kg O afa I C)ti O Maximum wind(off the shelf) 90mph/144kph a) M N to N V o g��.s TIA/EIA-222-G,and IBC y r-+ rV N x NUM a)00 TRAILER SPECIFICATIONS LMS 120' W p yro (A.0 0 x 3 Trailer deck width 8ft/2.44m o Ln m > Trailer deck length 30ft/9.14m ? Overall tower and trailer width in transportation mode 8ft5in/2.57m 46'-0"[5521" U Overall tower and trailer length in transportation mode 46ft/14.02m CUSTOMER: Overall tower and trailer height in transportation mode loft 3in/2.97m ANTENNA MOUNT Trailer and Tower Curb Weight(w/standard equipment) 13,5001bs NOT SHOWN Trailer Gross Vehicle Weight Rating(GVWR) 16,0001bs * PROJECT: Dual axle suspension y LMS-120 120'TOWER ON WHEELS fV Electric brakes on axles y o Crane type stabilizer arms with jacks 4 FILENAME: LEI Toolbox lockable and secure 1 4'-1 7/8"t LMS-120.dwg DESIGN BY: DATE: Spare tire 1 DRAWN BY: DATE: 1012 Leveling bars 4 C.LYLES 121612012 CHECKED BY: DATE: Safety chains 2 TRAVEL ELEVATION VIEW ENGINEERED BY: DATE: Break away kit 1 APPROVED BY: DATE: 7 pin RV trailer kit y SHEET NO.: 2 5/16"ball hitch(adjustable to height) y 1 OF 4 Optional king pin adapter y DRAWING NO.: REV: LMS-120 ENGINEER SEAL THIS DRAWING IS THE CONFIDENTIAL 44'-0"[5281" PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION,L-C. ANY USE OF THESE 36'-0"[4321" DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION,LLC.IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE FRONT STABLIZER EXPRESSLY NOTIFIED OF ITS 4 TYP(2X) CONFIDENTIAL NATURE. Co SIDE STABLIZER TYP(2X) � U M M CD O �. I�� E �^NN O TO � �gm c /I ANCHOR ~ O 'i.�O u o 'n N N X c N NU-,00 U M N = � z CD O p,� o Lm > Op N n o REAR STABLIZER CUSTOMER: c TYP(2X) 9�.0 O,p PROJECT: LMS-120 30'-0" 120'TOWER ON WHEELS FILENAME: LMS-120.dwg DESIGN BY: DATE: C.LYLES 121612012 DRAWN BY: DATE: C.LYLES 121612012 OUTRIGGERS EXTENDED - PLAN VIEW CHECKED BY: DATE: SCALE 1:60 ENGINEERED BY: DATE: APPROVED BY: DATE: SHEET NO.: 2 OF 4 DRAWING NO.: REV: LMS-120 ENGINEER SEAL R75'-0" \ APPROXIMATE AREA / \ THIS DRAWING IS THE CONFIDENTIAL NEEDED TO DEPLOY PROPERTY AND CONTAINS TRADE SECRETS TOWER UNIT OF CELLXION,LLC. ANY USE OF THESE \ DRAWINGS OR THE INFORMATION / \ CONTAINED HEREIN FOR ANY REASON / OTHER THAN AS EXPRESSLY AUTHORIZED \ BY CELLXION,LLC.IS STRICTLY / PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING / THAT ANYONE RECEIVING OR OTHERWISE / \ OBTAINING POSSESSION OF IT WILL BE \ EXPRESSLY NOTIFIED OF ITS / GUY WIRE TYP \ CONFIDENTIAL NATURE. (3 PER SIDE) I \1 I 0 0- I -4 rn O NI�NN oowz 0g-M o O N.i. o N ' i N X LATTICE TOWER N p a):-"00 cu ON TRAILER i N U fh.4 U rn I W Moo3 I o Ln > 1 / q \ / CUSTOMER: \ NOTE: / \ THIS SCHEMATIC PLAN IS INTENDED / FOR CONCEPTUAL PURPOSES ONLY. \ THE INFORMATION SHOWN WILL VARY BASED ON SITE-SPECIFIC CONDITIONS. / PROJECT: LMS-120 120'TOWER ON WHEELS / FILENAME: / LMS-120.dwg \ DESIGN BY: DATE: \ C.LYLES 121612012 I CONCRETE BLOCK 2 o DRAWN BY. DATE. 0 OR SCREW ANCHO / C.LYLE 121612012 S AS REQUIRED/ CHECKED BY: DATE:: \ ENGINEERED BY: DATE: APPROVED BY: DATE: EXTENDED TOWER - PLAN VIEW 3EOF4 — —-- SCALE 1.200 DRAWING NO.: REV: LMS-120 EL.120'-0" ENGINEER SEAL EL.98'-0' THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION,U.C. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION,LLC.IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. EL.76'-0" Ci 22' ti EXPOSED SECTION O CD �.10, i O ofnNN z �grn,4c a .4.s rn fV N X tl NU°°°° � cn _ ••M EL.54'0" C) 0 `~ Ln 142'-0" 4 9'-0" CUSTOMER: TOWER LAP 115'-0" PROJECT: LMS-120 EL.32'-0" 120'TOWER ON WHEELS NOTE: 82'-0" FILENAME: THE FOLLOWING IS TO ILLUSTRATE LMS-120.dwg ELEVATIONS FOR THE LATTICE TOWER DESIGN BY: DATE: FULLY EXTENDED WITH GUY WIRES. C.LYLES 121612012 TOWER NOT REQUIRED TO BE FULLY DRAWN BY: DATE: EXTENDED FOR OPPERATION. C.LYLES 12/6/2012 CHECKED BY: DATE: ENGINEERED BY: DATE: 75'-0" APPROVED BY: DATE: SHEET NO.: CONCRETE BLOCK EXTENDED TOWER ELEVATION 4 OF4 OR SCREW ANCHOR DRAWING NO.: REV: AS REQUIRED EL.O'-o" SCALE 1:160 LMS-120 Y ENGINEER SEAL TOWER SPECIFICATIONS LMS 120' Hot dipped galvanized sections 5 Tower marked with 10'height increments y Main winch gear electric motor 1HP Main winch gear"dual"reducer direct drive 900 to 1 y Main winch gear reducer-emergency crank ability w/key option y 30'-0"[360]^ Hydraulic tilt Y THIS DRAWING IS THE CONFIDENTIAL Galvanized stranded lifting cables(Sections A,B,C,D,E,F) 3/8" PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION,LLC. ANY USE OF THESE Galvanized lifting security safety cable(Sections A,B,C,D,E,F) 1/4" DRAWINGS OR THE INFORMATION Tilt winch strained 7-19 GAC galvanized aircraft cable 3/8" Y CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED User operation and control panel Y BY CELLXION,LLC.IS STRICTLYPROHIBITED. THIS DRAWING HAS BEEN Safety limit switches Y _ DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE Tower power requirements 30 Amp AC OBTAINING POSSESSION OF IT WILL BE 120v/60hz EXPRESSLY NOTIFIED OF ITS Tower minimum operations height 30ft/9.14m CONFIDENTIAL NATURE. Operational setup time without guy wires 25 minutes Weight load on tower 700lbs/317.51kg TRAVEL PLAN VIEW Weight tilt load on tower 7001bs/317.51kg O y o rn E Maximum wind(off the shelf) 90mph/144kph aa)^M^� g o TIA/EIA-222-G,and IBC Y '0 N N X NUM-4 u TRAILER SPECIFICATIONS LMS 120' W O .1 A) u X 3 M L 'pw � Trailer deck width 8ft/2.44m O In CO > Trailer deck length 30ft/9.14m ? Overall tower and trailer width in transportation mode 8ft5in/2.57m Overall tower and trailer length in transportation mode 46ft/14.02m CUSTOMER: Overall tower and trailer height in transportation mode 10ft 3in/2.97m ANTENNA MOUNT NOT SHOWN Trailer and Tower Curb Weight(w/standard equipment) 13,500lbs Trailer Gross Vehicle Weight Rating(GVWR) 16,000lbs �H PROJECT: Dual axle suspension y LMS-120 120'TOWER ON WHEELS Electric brakes on axles Y o Crane type stabilizer arms with jacks 4 FILENAME: Lu Toolbox-lockable and secure 1 q_I��B^t DESIGNN B BY:SG g DEY: DATE: Spare tire 1 DRAWN BY: DATE: 2g12 Leveling bars 4 C.LYLES 121612012 CHECKED BY: DATE: Safety chains 2 TRAVEL ELEVATION VIEW ENGINEERED BY: DATE: Break away kit 1 APPROVED BY: DATE: 7 pin RV trailer kit y SHEET NO.: 2 5/16"ball hitch(adjustable to height) Y 1 OF4 Optional king pin adapter y DRAWING NO.: REV: LMS-110 ENGINEER SEAL THIS DRAWING IS THE CONFIDENTIAL 44'-0"[528]" PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION,L-C. ANY USE OF THESE 36'-0"[432]" DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION,LLC.IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN AoZ r� DISTRIBUTED WITH THE UNDERSTANDING Q2� THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE G FRONT STABLIZER EXPRESSLY NOTIFIED OF ITS 4 TYP(2X) CONFIDENTIAL NATURE. �o SIDE STABLIZER TYP(2X) � U ti oo 6 A`�2� � �.�O "� a'�OONi' � 0 IF TO CQM,+ C v an ANCHOR ~ O '�-4.0 C o ` ry N 00 X c N NU�-4 U 0115 6:0,`2 O� M N V 3 Zj. 0 p•p - O 0 00 > 4 N n o REAR STABLIZER CUSTOMER: o TYP(2X) 920y O O,p PROJECT: LMS-120 30'-0" 120'TOWER ON WHEELS FILENAME: LMS-120.dwg DESIGN BY: DATE: C.LYLES 121612012 DRAWN BY: DATE: C.LYLES 121612012 OUTRIGGERS EXTENDED - PLAN VIEW CHECKED BY: DATE: SCALE 1.6O ENGINEERED BY: DATE: APPROVED BY: DATE: SHEET NO.: 2 OF 4 DRAWING NO.: REV: LMS-120 ENGINEER SEAL R75'-0" / \ APPROXIMATE AREA / \ THIS DRAWING IS THE CONFIDENTIAL NEEDED TO DEPLOY \ PROPERTY AND CONTAINS TRADE SECRETS TOWER UNIT OF CELLXION,L-C. ANY USE OF THESE \ DRAWINGS OR THE INFORMATION / \ CONTAINED HEREIN FOR ANY REASON / OTHER THAN AS EXPRESSLY AUTHORIZED \ BY CELLXION,LLC.IS STRICTLY / \ PROHIBITED. THIS DRAWING HAS BEEN / DISTRIBUTED WITH THE UNDERSTANDING \ THAT ANYONE RECEIVING OR OTHERWISE / \ OBTAINING POSSESSION OF IT WILL BE / EXPRESSLY NOTIFIED OF ITS GUY WIRE TYP \ CONFIDENTIAL NATURE. / (3 PER SIDE) I � I 0 .� I w °'moo°' E .�o �rn 0 � yI U ~ O N—4 00. ' + N 5 LATTICE TOWER °o� p v 0_1 00 W ON TRAILER I N U M ri U rn o'p,� 3 II o Ln > 1 \ / Q \ / CUSTOMER: \ NOTE: / \ THIS SCHEMATIC PLAN IS INTENDED / FOR CONCEPTUAL PURPOSES ONLY. \ THE INFORMATION SHOWN WILL VARY BASED ON SITE-SPECIFIC CONDITIONS. PROJECT: / I20'TOWER ON WHEELS \ FILENAME: / LMS-120.dwg DESIGN BY: DATE: \ C.LYLES 121612012 \ j2Qe CONCRETE BLOCK / DRAWN BY: DATE: OR SCREW ANCHOfj C. AS REQUIRED � LYLES 12/6/2012 / CHECKED BY: DATE: \ ENGINEERED BY: DATE: \ APPROVED BY: DATE: EXTENDED TOWER - PLAN VIEW SHEET EOF4 ———— SCALE 1.ZOO DRAWING NO.: REV: LMS-120 .t' a .,� ♦ .� > EL.120'-0" ENGINEER SEAL EL.98'-0' THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION,L-C. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION,LLC.IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. EL.76-0" v 22' EXPOSED SECTIONON (0 +. Ory00� _ � � � 0 O O :ti cu -4 V C O IN � N X N �U� U A) 01M � EL.54'-0" O O 0 O' L 142'-0" q 91-0" CUSTOMER: TOWER LAP 115-0" PROJECT: LMS-120 EL.32'-0" 120'TOWER ON WHEELS NOTE: 82'-0" FILENAME: THE FOLLOWING IS TO ILLUSTRATE LMS-110.dwg ELEVATIONS FOR THE LATTICE TOWER DESIGN BY: DATE: FULLY EXTENDED WITH GUY WIRES. C.LYLES 121612012 TOWER NOT REQUIRED TO BE FULLY DRAWN BY: DATE: EXTENDED FOR OPPERATION. C.LYLES 12/6/2012 CHECKED BY: DATE: ENGINEERED BY: DATE: 75'-0" APPROVED BY: DATE: SHEET NO.: CONCRETE BLOCK EXTENDED TOWER ELEVATION D OF4 OR SCREW ANCHOR DRAWING NO.: REV: AS REQUIRED IL EL.O'-o" SCALE 1:160 LMS-120 a j "r / LANDS N/F .`?• TOWN OF BARNSTABLE APN•• COTU-OOOOJ7-000000-000009 ZONING: RF 70.95 ACRES i h Temporary towers 1t; �� ��� _ `�� ground l We area's �/� sop / i EXISTING WATER TANK EXISTING F£NCED-IN k .� �� COMPOUND \ EXIS77NG ACCESS ROAD )026 '♦ �a� - . '♦ .fir ;' `� t E � e �0,P17'� COTUIT FIRE DISTRICT WATER DEPARTMENT 4300 FALM UTH ROAD � N�rG l�xfz�� COTUIT, MA 02635 COTUIT WATER SYSTEM IMPROVEMENTS PROJECT LOCATED AT: WEST ST. TANK SITE (AREA 1): 9 WEST STREET, COTUIT MAIN ST. TANK SITE (AREA 2): 414 MAIN STREET, COTUIT CONTRACT NO.: TBD BARNS I CO;te: PROJECT �) w � c1 a PROJECT " L LOCATION, LOCATION �$ - ��� $° PEE vla • N C. w a O `ay, - AREA 2 JJ AREA e I (. p 1 \ �1s •�r F � 1 VICINITY MAP LOCATION MAP ti]II I I A MAP NOT TO SCALE NOI TO SCALE I 1_.��..-ALE I)RAWING-LIST Gpl COVERSHRLT,VICINITY.LA—DON AND INDE MAPS -2 PARCEL PLAN JUNE 2015 w N0T6 ANDLEGEND L�I snNccoNomo"s COTUIT FIRE DISTRICT DEMEMOLITION ME °�Gf°�m° �"" D -1 DEMOLn)N RAN nvn WATER SUPERINTENDENT PREPARED BY: OVERALLS SPAN 3 Christopher Wiseman Inc.Green Seal Environmental,o r Mol PIPING PLW 1 eO M02 PIPINGSECTIONS WATER COMMISSIONER CHAIRMAN 114 State Road,Building B MN PIMG OWENTATION PLAN Frederick Kiely Sagamore Beach,MA 02562EsL Ma WATER TANK DETA LS 1 ARfHITECIURAL Tel:(508)888-6034 .1 INTERIOR MC—UR 3 WATER COMMISSIONER / ELECTRICAL Donald Campbell s ' Fax:(508)888-1506 IN NO'IhS AND LEGEND Q A WE POWER CONTROL AND LIGHnNG PLAN www.gseenv.com E@ SPECIiKAT10lE YX WATER COMMISSIONER = GARRETT fKEEGAN �c INSTRUMENTATION Theodore Barnicle �,yyt l/"K//tJR m .„, N5 RUMFNTAT ON AND CONTROLS NO 48W5 %' Die�aPsw ini�Ili9u� O 9 - D. DETAILS sON"f MASSACHUSEM P.E.LICENSE NO.48005 DET DETA 5 GREEN SEAL ENVIRONMENTAL,INC.JOB No.COLT-0004 °�` A AREA 2 0 ~`�� �E, 1 \ AREA 1-WEST STREET - � PARCEL IDENTIFIER:" :.PARCEL INFORMATION PARCEL IDENTIFIER: PARCEL INFORMATION: .+ - _ • �^ o AREA 1 EST STREET .. Q fx . C ul FIR DISTRICT COTU IT E DISTRICT LOCUS INFORMATION ' .: .. .. N K LOCATION #9 PARCEL#2 TITLE REFERENCE: OOEEDIBOOK13I84 PAG . .. t .. ... - .. ASSESSORS MAP#21� .. .. ASSESSORS MAP#36 .. .R.. 'C .. .. 9 WEST STREET '- 705.MAIN STREET .. - 29 59 .. .. .. PARCEL � E 73 Oq0 PLAN REFERENCE: PLAN NO.1599 0F'IANUARY ,19 = LOCO$PLAN B D - - - B' .'ELIZABETHLPEIRSON I CHARDA.ROGERS __.. .- .. - -. .. .. .. .. .. .. ASSESSORS MAP#21 .. .. .. ... AS #36• .:7 ... ..- I ASSESSORS MAP: 21 PAREIRSON W .. - .. - 26 OLD OYSTER .. ZONING .. - - OreenTSea]Envirpnmental;Inc. .. - •' a B D ALONG R -114 State Road,Building B .. 36 P AY. R R FRO 30' p _ C ELIZABETH L PEIRSON - '1 JAMES F.CURTIS OA SIDE 15'(30 p_ � ING DISTRICT: fe f'p . .. ore Beach,MA 5 ... .... 15- .. .. anTel:(508)888-6034UZ . .. .. .. AS CE'#63MAP# ARCS#OMAP#21 - SETBACKS: REAR 36 .. .. .. , P R L .' El 1 .. L - :.: - 641 MAIN STREET - - 82 OLD OYSTER ROAD. 2 a�:-(508)888-1506 ' OUTE 28 ... - Fw ,s—.com .D, ..'' :.HERBERT B&BARBRA D IACKSON .' K TOWN OF BARNSTABLE(SCH) .. .. MINIMUM LOT SIZE: 87,12035.E(2 ACRES) - _�� EXISTING TOTAL LOT AREA: 2 3ACRE5 "N ROGEN SENSITIVE R .. .-. - .. .. .. .. „ ZONE. Fg I ag .... ... ... ,{. G .....:. ASSESSORS MAP -... 1- ASSESSORS MAP 'FEMA FLOOD WP r • - - e 140OLD OYSTER ROAD- ZONE DISTRICT:'•:C,7/2/1992,#2500010021 D .. -. .. 651 MAIN STREET E MARILYN TURNER .. .. .. « .. .... - .... ... - ASSESSORS MAP#36 ... ... .. .. . .. _. .. - - .. ... .. 67 R .. .. r. 661 MAIN STREET\ P#36. L' POD PARCEL#15 OVERLAY DISTRICT: ... \ ` 6 TREET 6 1'MAIN.ST EET °• IONS .. .. .. .. TYLER S&H _ H � - .ASSESSORS MAP#36 W -- � NO DATE COMMENT EV +- .. ... _ ,_ -. .. .. .. .. .. SORCEST ST .. 1 N PLANS .. TICK ... .°. W BEET - 2 t 12 iJ57059 DESIGNSPLANS . ._ .. . .�\. .. .. _ .: .. .. - G COTUn FIRE DISTRIR ., .. .. .. 2 9 1 5 PSRM T SIGNNS .. .. i :.. ` .. - :'.: e. - - 4 t2 1i5 t00�DPLANS_ O CONSTRUCTION - ' MAIN STREET .. .;' ASSESSORS MAP#36 . PARCEL#14 0 x W AMORY;ENGINEERS,P.C. . \ " � �s ouxeu,3v'F4AssncFl s 'PURPOSE" AREA 1 COTU IT WATER - _ _ SYSTEM ,. .' . : STE _ IMPROVEMENTS VfMENTS .: LOCUS: - _:MAIN STREET co02635 a TANK LOCATION " •, :.: ... .. REPAR - AREA 2 MAIN"STREET ' P ED .. - ,* PARCEL IDENTIFIER:. PARCEL INFORMATION: .. PARCEL IDENTIFIER: :PARCEL.INFORMATIOW 4 .. ' e T d LOCUS INFORMATION: CoTUIT WATER . w. COTUIT FIRE DISTRICT -" H MARGARETANN GIARDINA - DEPARTMENT 8 .. .. .CURRENT OWNER: COTU IT FIRE'DISTRICT.. .. _ ASSESSORS MAP#3 ASSESSORS MAP#22 PARCEL114 PARCEL413 TITLE REFERENCE:: EXEMPT - 414MAINSTREET 428MAINSTREET .. ..... .. .. ..- .. .. PLAN REFERENCE:' EXEMPT .. .. - JA S1& IEENM AN E 1 AASSESSORS - .. .. xY ... .. - .. ASSESSORS MAP#22.FUl .. .. AS ESSORS M PON 2 .. .. .. .. +� PARCEL 004 TITLE 4 MAIN STREET - 360 MAIN STREET : ZONING DISTRICT: RF NAGAN .. SETBACKS: FRONT.30(100'ALONG ROUTE 28) ' B I �. .. • 47 - ..C-'.. 'GREGORY S.ROBERTS .. .'� ..' � � 1� � �'WILLIAM P.&10-ANN F.HALL SIDE...15 ' ' ASSESSORS MAP#22 - ASSESSORS MAP#22 - 'REAR 15' PARCEL#17. PARCEL#11 .. .. .. .. ..PAR CEL PLAN . 468 MAINSTREET 350 MAIN STREET MINIMU M LOT SIZE:: 87;120t S.F.(2 ACRES) B .:. .. ... .. ._ K -. - EXISTING TOTAL LOT SENSITIVE 158.422 ACRES ... .. ... -'' 11 -. .. .. - .. .. #22 .. ZONE:' 'WP/GP .. .. ASSESSO D EUZABETH K.DOUGlAS PATRICIA.KENNY-- ' _ PARCE #16 PASCSSORS L#OMAP FEMA FLOOD G - .- _ '. B - '® - .. ..460 MAIN STREET 22 .- '336 MAIN STREET ZONE DISTRICT: C,7/2/1992;N2500010021 D - - E BHALCHANDRA&SMITA PARULKAR L NICHOLAS&LOLA A.FASANO .. _OVERLAY IS z zoo ioo - o zoo .400.` F -- �, .. :.: ... ASSESSORS MAP#22 ASSESSORS MAP#22'.: - - .. ... O ... ::: PARCEL#14'." '. PARCEL#9 OVE Y DISTRICT: ROPD' - .. - . .. .. .. _ C. - .. :. 444.MAIN STREET .. 320 MAIN STREET .. ... ..a .. ... .:-. -., .. ... .. .. .. .. .. F. BEVERLY ANN GIARDINI. .. .'M. .. THOMAS.P.TOKARZ .. .. .. .. .. - ASSESSORS ASSESSORS M 2 WB PARCEL#15MA :PARCEL:#8 AP �.,/0 MAIN STREET .. ... 290 MAIN STREET2 .. ... DESIGNER: /Ru l7Lu.G.:w? CHECKED BY:- 4-- c as K G.. - - CAROIE A.KANAVOS ASSESSORS MAP#22. PARCEL#39 - - ENGINEER: GFK 'DATE: - - .. .. :.. .:.: :. :. 440 MAIN STREET : .. ._ -. TBD OF . r tall signed by Garrett Keegan E Digitally n o. :cn=Garrett Keegan,o-Green #o aeons` SCALE: SHOWN o .. o �al Environmental,Inc.,ou, u y email=gkeegan@9seenv:com; soxALce AREA 2 `ps'.g SHEET SCALE 1'.'.=200Lp _ U Date:2015.04.1617:42:58-04'00+ U.a—5 E . . . :. . . o AREA.2 . ' GENERAL CONSTRUCTION NOTES DEMOLITION.SEQUENCE GENERALWATER:IVIAIN NOTES a . + CONTRACTOR. T. CONTRACTOR SHALL CLOSE VALVE AT BASE OF TANK.(ALL VALVES TO BE OPENED OR CLOSED BY THE COTUR WATER DEPARTMENT 1. ALL MATERIALS USED AND CONSTRUCTION METHODS EMPLOYED ARE TO BE IN ACCORDANCEWITHTHELATESTFEDERAL,STATE _ , . ... .. T. ALL WE PREPARATION NECESSARY TO COMPLETE THIS MOJECTARE THE SOLE RESPONSIBILITY OF THE CO PA _ .. .. . .. .. .. .. OR UNDER THEIR DIRER SUPERVISION) AND LOCAL WATER DEPARTMENT REGULATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL NECESSARY POLI DETAILS WITH THE LOCAL POLICE OEPAflTMENT.�I 2.-CONRACTOR SHALL CLOSE ALL VALVES AT NEAREST TH REE VALVE CLUSTER IN ROAD LAYOUT AND COORDINATE WITH OWNER FOR. 2. APPROXIMATE LOCATION Di WATER MAIN SERVICE CONNECTIONS ARE SHOWN ON THE DRAWHY S.CONTRACTORSHALLBE .. . .. I O _ - "' ' ' ' ' • 3. THECOWRACTORSHALL MANE ALL NECESSARY CONSTRUCTION NOT]FICATIONS AND APPLY FOR AND OBTAIN ALL REQUIRED - SPECIFIC LOCATIONS ON OLD OYSTER ROAD AND/OR MAIN STREET.) RESPONSIBLE FOR CONFIRMING LOCATION AND DEPTH OF SERVICE CONNECTIONS. y0 7lq '" . CONSTRUCTION PERMITS.ALL FEES INCLUDING POLICE DETAILS AND POSTING OF BONDS,"ARETO BE PAID BYTHE CONTRACTOR, - ;3. CONTRACTORTO CLOSE REMAININGCONTPOLVALVES FOR WEST SWEET STREET TANK: :, 3: ALLOVCRHEAD WIRES AND POWER LINES ARE NOTSHOWNON THE DRAWINGS.CONTRACTOR 5HALL FIELDVERIFY LOCATIONS _ .. .. AND COORDINATED WITH THE OWNER ANDTNE ENGINEER. : .. .. . . .. - COMMENCES. /~SrH U> ,. .... BEFORE CONSTRUCTION CO - 4. ALL EXISTING CONDITIONS SHOWN SHALL Be CONSIDEREDAPPRO%(MATE ANDARE BASEDON THE BEST INFORMATION AVAILABLE- 0. ONCE ALL VALVESARE$NUT ANDTANKIS ISODITED,COWRACTOR SHALL EXCAVATE AND DEMOLISH WATER MAIN Af INDICATED ., . . .. . .. "' THE CONTRACTOR SHALL RESPONSIBLE FO0.VERIFYING THAT THE PROPOSED CONDITIONS SHOWN ON THE PLANS DO NOT" ON PLANS. + "' 0. CON TRACTOR SHALL INSULATE WATER MAIN WITH 2"TNICI(POLVELHVLENE SHEETS IF SEPARATION BETWEEN DRAINAGE .. - .. .. W3 F� ��CONFLICT WITH ANY KNOWN E%ISTINGOROTHEP PROPOSED IMPROVEMENTS.IFgNYCONFLICfSAREDIS[OVERED,THE SIRUCURE(SI IS LESS THAN FOUR FEET.INSULATIONTO EXTENDTHflEE FEETBEYONOSTRUCTUREIN BOTH DIRECIlONS: 5. THE CONTRACTOR SHALL INSTALL OR HAVE ON STANDBY,AILNECESSARY DEWATERING PUMPS AND ENOUGH HOSING TO ,! ' CONTRACTOR SHALL NOTIFY THE OWNED ANp THE ENGINEER PRIOR TO INSTALLING ANY WORK. ; ;- .. - ,, . .. .. ; .. ,,, �ISCH' WATER TOINFILTRATION TRENCH OR OTIEP,DESIGNATED APLA.' .., S. gILMAINLINEAND'SERVICE55HALL BE INSTALLED WITH OF COVER:- ' , 5. THE CONTRACTOR 15 SPECIFICALLY CAUTIONED THATTHE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES .. - - . . .. AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF PREVIOUS OWNERS,VARIOUS UTILITY COMPANIES,AND WHEREVER - - . �6. CONTRACOP SHALL DEMOLISH REMAININGTANK,PIPE(SI;AND ALL OTHER ITEMS INDICATED ON PLANS.,. , ,.6. DRAWING&HOGRERTHE ClUOiNGTgEES,PLANTERS,HEDGES;SIpEWALKS,FENCE, LINES,FTC)ARE SHOWN -' " .. OYO AREA1 -- POSSIBLE,MFASUREMEMSTAKENINTHEFIELD.THIS INFORMATION ISGUAPANTEEOAS BEING EXACT 00.COMPLETE. LIMITEDTO. NDSCAING,CONTRACT OR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO IXISTUYGITEMS,INCLUDINGBUTNOT > . �O ... .. .. LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BYTHE CONTRACTOR PRIOR TO THE - RANDATNOADDITIO WNE AGED HALL BE CONDITION OR ,TF9 ., LIMITED TO LANDSCAPING,CUPBING'ANp SIDEWALKS.ALL DAM f1EM53 RESTORED THEIR EXISTING Q ' ' ' . -' STARTOFCONSTRUCTION.THECONTRACTOP MUST CONTACT THE APPROPRIATE UTILTY COMPANIES,ANY GOVERNING ,; : - ...: : -- - .... � B ... - - 'POD ET1E NAL COST TO TIED R - : $ - PERMITTING AUTHORITIES, AT LEAST 72 HOURS PRID0.TO ANY EXCAVATION WORK IN PREVIOUSLY UNALTERED .- "' 4 s - p/L[` [` ((��I 1 SAFEGUARD V ALL SURVEY CONTROL ROW. AND INDIVIDUAL .. - C O - AREASTOREQUESTE%,YCTFIELDLOCATION°FUTILITIES.IT SHALLBETHERESPONSIBIIITYOFTNECONTPACTORTO RESOLVE„ "' BAS,I[.CONSTRUCTION, SEQUENCE -- -7. CONTRACORSHAPINS/,TE,MARN ETHE ARM OF CONSTRUCTION. S �-CONFLICTS BETWEEN THE PROPOSED UTILITIES AND FIE-LOMFED UTILITIES AND SHALL REPORT ANY DISCREPANCIES TO THE - :.: PROPERTY COPNERPINS/MONUMENTS INTHEAflEA OF CONSTRUCTION.IF DAMAGED,CONTRACTOPSHAILHAVESURVEVEO AND"",' '� - � �' LOCUS PLAN:.: .. "ENGINEER IMMEDIATELY.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES ' " ' '"' ' - REPIACEDATNOADDITIONAL COSTTOOWNER, - _ . OMITTED,INCOMPLETELVORINACCURATELYSHOWN.THE CONTRACTOR 5HALLBE RESPONSIBLE FOR MAINTAINING ACCURATE 1. SURVEY AND DELINEATE THE PROPOSED LIMIT OF DISTURBANCE AND LIMIT OF SEDIMENTATION BARRIERS - : .. .. RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTIONFO0. 8. CONTRACTOR TO MAINTAIN WATER SERVICE TO ALL EXISTING CONNECTIONS.PROVIDETEMPORARYWATERSERVICETOALL : ONS TO THE NEW WATER MAIN. ' .TOTHEIPLANS.STAKE CASE ISHEUMFNS FORSEDM EXTEND EYONDTH(SEDIMENT SILT DISTURBANCE 'E%)STING CUSTOMERS DURING CONSTRUCTION I OFNEWCONNECT), .. .. THEPREPARATION OF THE 0.5BUILTPLAN. .. .. .. - t'eeQ Green Seal£nvirbnmental,Inc.2. . - - -I A.. , ! ; TO PLANS.INN°CASE IkNS*ASMROG WORK TO EMEND BEYONDTHEIRONMENTAL PROTECTION OISNRBANCE AS . REMAIN IN TI NEW MAIN I5 TESTED'CHLORINATEDAPPROVED FOR II4 State Road BLElldln B 6. THE CONTRACTOR I5 RESPONSIBLE FOR MAINTAINING ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE SHOWN ON THE DROIEC PIANSAS APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PPOTECION(PEP). 9. EXISTING WATER DISTRIBUTIONSERVICES ARE SYSTEMTD TO UN L SERVICE,AND ALL SERVICES ARE DROVIDEO TO CUSTOMERS. DURINGCONTRACTOR. TRACTORE EXCAVATION REQUIRED DWIT ALL COSRRELATED TOMENG UTI IT UTILITIES SHALL BE THE ONE YHANDSIBILItt OF ; '" ; -. .. .. .Saganiore Beach,MA 02562. .. .... . CONTRATORSHA.EXCAVATION REQUIRE DO EXIINTHEPMO%LINES ITY OF SISTINGURSIN INCURRED DpRINALL BE CONSTRUCTION .... . 3. INSTA USED GAIN RAESSTO THRY E SIT ONENTRADCESODIYINOR DELI ERYVECATED ICLES, PLANS.NO OTHER ENTRANCES SHALL BE .... UN SS OTHERWIS NO CONTRACTOR SHALL REPAIR DAMAGE TO EXISTING UTILITY LINES ORSTIIU[TURES INCURRED DURING[ONSTPUCTION USED TO GAIN ACCESS TO THE SITE BY ANY CONSTRUCTION OR OFWERY VEHICLES. 10.EXISTING WATER MAIN TO BE gBAN00NED IN PLACERS SHOWN ON THE DRAWINGS, LE E TIED TeL(508)88R-6034 OPERATIONSATAO COSTTOTHE OWNER. - .. " .. .. -. .. . ... .. .. ... .. .. IOR 4. BEGIN NECFSSAflY CLEARING;GRUBBING AND DEMOLITION WORK ... 11.CONTRACTOR TOVERIFY 51ZES LINE CONNECTIONS NS IN ACCORDANCE WITH SERVICESB RNSTABLE INSTALLATION.COMPANY - . ..: / 3%(SOR),BB�' �I� �� F 8-1 SOfi R LI-CE1 J.: THECOICMRACOPSHALL UTILIZE ALLPRECAUTIONSANDMEASU0.E5 TOENSURETIESAFETYOFTHE DUOLIC,ALL PERSONAL AND : .. : .. R ""' INSTALLALL SERVICE AND FIRE,LINE CONNECTIONS IN ACCORDANCE WITH TOWN OF RAPNSTABLE WATER COMPANY REGULATIONS." .gBeefR'.COIn - . PROPERTY DURING CONSTRUCTION IN ACCORDANCEWTTH OSHA STANDARDS,INCLUDING BARRICADES,SAFETYLIGHTING,CONES, 5. SURVEY ANDSTAKE OUT CLEARING UMTR ANDOTHEP PROPOSED SITE FEATURES. - TOWN OFBARNSTABLE DPW WATER SUPPLY DMSION STAFF SHALL BE ON-SITE FOR ALL WATER SERVICE CONNECTIONS..BUILDINGS. - �POlICEOFTAIIgND/ORFLAGMENAS DETERMINED NECESSARY BY TIREENGINEERANp/DROWNED.THE<ONTPACTORSHALLBE TOHAVE'NEW WATER SERVICE SHOWN IN BOLD ON THE DRAWINGS'.ALL NEW SERVICES SHALL BE INSTALLED BY BORING,JACKING '"' . RESPONSIBLE FOR THE COSTOF POLICE DETAIL AND FOR COORDINATING WITH THE LOCAL OR STATE POLICE DEPARTMENT FOR ALL 6. INSTALLTEMPGRAXY CONVEYANCE DEVICES($WALES,CHECK DAMS,PIPES,ETC.)AS WeHE ARVTO CONVEY RUNOFF TO - - CTIONAL DRILLING. E C - .. mgemenl ­,,,,I,,_Ua. '. I .....„„ . ., , ..: - REQUIRED POLICE DETAIL: - � TRRATMENTAREAS. - DE ND L D G eeni ea OR PIPE G.OPEN SERVICES WILL BEA ACCEPTABLE. . - .12.CONTRACTOR TO FOLLOW ALL MUNICIPAL,COUNTY,:STATE,FE RAL I-,q RUES AN REGULATIONS WHEN CUTTN, . .. .. G O HANDLING T M t ale , to - . . . .. 8. ALLTRENCHING WORN WITHINAPUBLICOAPRIVATE ROADWAY COORDINATED WITH THE OWNER qND/OR PROPER LOCAL : : 7. BEGIN ROUGH GRADING AREAS FOR THE PROPOSEDTANK ANIOTHER SITE FEATURES.. ;.� ' ' TAPPING, R G ASBESTOS CEMENAWATER MAIN. .. gee eo.. I" &STATEAGENCIES.'TRENCH SAFETY AND RELATED PERMITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THISWORKMAY'-' ' "' - I u" i .8. BEGIN UTILITY CONSTRUCTION.CONTRACTOR SHALL BE FR EE TO I NSTALL LITILITIES INANYOROERHE/SHECHOOSES.ANVEROSION .. 13.ALL MANHOLE COVERS,PULL BOXES,CATCH BASINGPATES ANDOTHER InILItt COVERSSHALL BERAI.. AS FLUSH .. . .. BE REQUIRED TO TAKE PLACE duHCE OF NORMAL HOURS OF OPERATION FOR THE FACILITY. - � y I. 9 -� . . .. . ... , ,. •CONTROL DEVICE DISTURBED DURING THE UNDERGROUND UTRITY CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR I ^ WITH FINISHED GRADE. . . . . . .. .. .. .. 9.:ALL TRENCH WORK WITHIN EXISTING DAVEMENTSHALLBENMTLYSAWCUTPERTHEAPPUCABLE DETAILS.TRENCH WORK BACKFILL REPLACED IN KIND AND STABILIZED.MODIFY TEMPORARY CONVEYANCE DEVICES AS NECESSARY TO CONVEY RUN°FFTO Ri:REPLACE CRUSHED STONE BEDDING WHEN INSTALLING WATER MAIN NEAP ANp ORUNDERANY REVISIONS "' - SHALL BE PLACED AND COMPACTED IN 8-INCH LIFTS OR AS OTHERWISE INDICATED ON PLANS.CONIMUORSHALLBE RESPONSIBLE TREATMENTAREAS. 1 / .. .. .. - 4.CONTRACTOR E ALL CRUSH �: DRAINAGE PIPE OR STRUCTURE WITHIN THE PROIECT LIMIT OF WORK. :.: FOR REPAIRING ANY SETTLING DUE TO INADEQUATE COMPACTION AS OETE0.MINEDBY THE ENGINEER WITHIN THE 12 MpNiH - ,• � a "' -'- "' NO .DATE COMMENT WARRANTY PERIOD. 9. PERMANENTLY SEED ALL DISTURBED AREAS OUTSIDE OF THE GRAVEL PARKING AREA AND ROADWAY. - .. . - .. .. .. .. .. .. T LOCATION FORCE MAIN.FIN MINED BY _ __ . . . . .. ... . .. . . ... . . . . .. . . ... .. .. .. . .. ENGINEER IN THE FIELD .. .. .. ..15.CONTRACTOR TO OIG TEST PITS OVERIFV OEPm AND IOCATIO AI SIZE OF TEST PR TO BE DETER 1' 1 2'IS SO7,DESIGN PLANS 30.THE CONTRACTOR MAKE ALL CONNECHON ARRANGEMENTS WITH UTILITY COMPANIES,AS NECESSARY. ; ;;; _ 10. ONCE ALL UNDERGROUND UTLUTIES HAVE BEEN CONSTRUCTED,PLACE COMPACTED GRAVEL FOUNDATION AND ROUGH GRADE THE EN , _ 2 12 1575%-DESIGN PLANS ..A - 3 2 9 15.95%:DESIGN PLANS . .. ... .. .. mEflOADWAYS/PARKING AREAS IN ACCORDANCE WITH THE SITE PLANS ACCORDANCE WITH APPUCgBIE STATE AND .16.AFTER WATER MAIN INSTALLATION AND.SURFACE RESTORATION, 11.ALL IMPORTED MATERIAL SNALL'BE CLEAN'AND FREE OF ANY HAZARDOUS WASTE OR OTHER CHEMICAL CONTAMINATION.NO '" LOCAL REGULATIONS AS SOON AS POSSIBLE. - - E S _ '- 1S 1 MI LADS'- • MATERIAL WILL BE ACCEPTED FROM AN EXISTING OR FORMER 2ILE SITE AS DEFINED BY THE MASSACHUSETTS CONTINGENCY PLAN I - .. .: '"" TRACTOR TO LOAMA AND THE AREA - 497 1 ioQ%PLANS-FOR CON I N -CON N SEED ALL DISTURBED AREAS WITHIN TH TO MATCH CONDITION -' 310 CMR 40.0000. 11. FINISH PERMANENT SITE STABILIUTION,flESTORE GRAVEL ACCESS ROAD ACCORDING TO DESIGN PLANS. - PRIOR TO MOBILIZATION .. .. .. .. 5 12'SITE LAYOIn SURVEY REQUIRED FOR CONSTRUCTION WILL BE PROVIDED BYTHE CONTRACTOR AND SHALL BE CONDUCTEDBYA' li COMPLETE ALL REMAINING PLANTING AND SEEDING _ : :. . . MASSACHUSETTS'REGISTERED PROFESSIONAL LAND SURVEYOR.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE - . . .. . . . ., p.. . . : . .. - .. ..1 - .. .. .. -. . '"'" SURVEYOR FOR ALL SITE SURVEY WORK.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN ASBUILTPLAN OF THE SITE 13.'REMOVAL OF ALL TEMPORARY SOIL EROSION AND SEDI MENTATION CONTROL MEASU RES FOLLOWING VEGETATIVE' �•. '" .� - -'" "' ' LEGEND: . CONDUCTED BY REGISTEREDPROFE551ONAL LAND SURVEYOR.. � .. .. .ESTABLISHMENT OFALL OISTUflBED AREAS SHALL BE APPROVEOBVTHEENGINEER AND WHEN THE CONTPIBUTINGAREA HAS. : .. .. : 1 .. �.. .. . .. - . ... . . . .1 . ... . .. .. . .. REACHED A MINIMUM OF 80%STABILIZATION: .. _ .. .. ' .. • ,. •. .. s. .. -. '. .. .. .. C. .. .. : 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROL POINTS: : ; _ . ... _ . I ` GENERAL �AMORY;ENGIIVEERS,P DURINGCONSTRUCTION INCLUDING BENCHMARK LOCATIONS AND ELEVATIONS AT CRTTICALAREAS.THELOCATIONOFALL " ' • - _ _ : .. + .. OU%BURY:MA5SACHUSE S ,. ,. CONTROL POINTS AND BENCHMARKS SHALL BE COORDINATED WITH THE ENGINEER: � . - � . - . 'EXISTING PROPOSED 14.THE.CONRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL GRADE STAKES AND MONUMENTATION.GRADESTAKES SHALL . EROSION.&SEDIMENT CONTROL NOTES . ... Jv .. .. -, - ,. - ,- BETS .. • . - I ' - - . "0.EMAIN IN PLACE UNTLA FINAL INSPECTION OF THE SITE HAS BEEN COMPLETED BY THE ENGINEER.ANY RE-STAKING OF - . '.: PREVIOUSLY SURVEYED SITE FEATURES SHALL BE TH E:RESPONREIUTY(INCLUDING COST)OF THE CONTRACOR.. .. :. � - ry,, .. .. .. .. . . .. : . -. .. 1. THE SITE CONSTRUCTION FOREMAN SHALL BE RESPONSIBLE FDA THE DAILY INSPECTION AND MAINTENANCE OF ALL SEDIMENT AND , . ; I. "' �/_j(z� z �!�]. ✓����������� BUILDING. ' .. PURPOSE: .. .• 15.-UNLESS OTHERWISE SPECIFIED ON THE PLANS AND DETAILS/SPECIFICATIONS,ALL SITE CONSTRUCTION MATERIALS AND EROSION CONTROLS AND SHALL IMPLEMENT ALL NECESSARY MEASURES To CONTROL EROSION AND PREVENT SEDIMENT FROM - - ' ' " " " . METHODOLOGIES ARE TO CONFORM TO THE MOST RECENT VERSION OF THE MASSACHUSETT$DEPARTMENT OF TRANSPORTATION LEAVINGTHESRE. . . ' - ' ' " ' " ' .. ' ,. ,. .� ' . ' ' .. . . . ... . .. ... .. ... .. _ .. .. .. .. - . (MASSACHUSETTS HIGHWAY DEPARTMENT)STAN DARD SPECI FICATIONS(THE,MASSACH USETTS H IGHWAY DEPARTM ENT 1988 � ... .. • . .•. _ ' 2.- THECONTRACTOR SHALL INSTALLALL SEDIMENT AND EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS - � . m :141! a •CONTOUR CENTERLINE NOR OTUIT WATER -' STANDARD SPECIFICATIONS FOR HIGHWAYS'ANp BRIDGES,THE 20025UPPLEMENTgI SPECIFICATIONS,AND 20055TANpARD _ _ . : SPECIAL PROVISIONS). .. .. . . : .. .. .. .. ... .. -. DETERMINED NECESSARY IN THE FIELD BY ENGINEER BEFORE ANY CONSTRUCTION AC NSTRU ARE TO PERIOD F THE PROJECT. S .... ... - SHALL BE INSPECTED,MAINTAINED AND REPLACED AS NECES5ARY DURING THE ENTIRE CONSTRUCTION PE0.1000i THE PPOIEC. - - 140-- • 50 CONTOUR-MAJOR ' . SUCHMEASURESHALL REPRESENT THE LIMIT OF WORK AND ALL WORKERS SHALLBEINFORMEO,THATNOCONSTHUCTIONACTIVITY - lfi.CONSTRUCTION AN DEMOLITION SNAIL BE PERFORM ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS "' "' -.- X._.__. __ X- X- -'- . REGARDING NOISE VIBRATION DUST SEDIMENTATION CONTAINMENT HAZARDOUS WASTES AND TRENCH WORK.- i' I5 TO OCCUR BEYOND THE LIMIT OF WORK AT ANY TIME THROUGH THE CONSTRUCTION PERIOD. - - - •'_;- - X.' : .. -' FENCE,CHAIN LINK. .. - ... _ J � Q _ PROVEM • 3. A MINIMUM SURPLUS OF 25-FEETOF EROSION CONTAOLBARRIER(SILT FENCE,.HAYRAIE,&/OR 51LT SOCK)SHALL BE STORED ONSITE ' - L-}-_,G - --��; -' . .- .. .1J.SOLIDWASTES AND/OR CONSTRUCTION OR DEMOLITION DEBRIS SHALL BE COLLLCTEDAND STOREOIN A SECU0.ED 0UMP5TER.THE "' . - RIP ' -RAP . .I , DUMPSTER SHALL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. - AT AILTMES. .... . I .. - .. ... OC - -. . .... . . .. . .. . . .. .� CONCRETE 10.THE CONTRACTOR SHALL flFSTORE ALLSRE SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE: 4. THE CONTRACTOR SHALL PREVENT ANY SEDIMENTTRANSPOPT TOTING Ap1ACENT PROPERTIES DURING CONSIAUCTION AND UNTIL .. -. .. AREAS NOT DISTURBED BYCONSTRUCTON SHALL BE LEFT NATURAL.THE CONTRACTOR SHALL TAKECARE TO PREVENT DAMAGE TO: ;-: ACCEPTANCE BY THE OWN ER/ENGINEER. _ "' " -'" . -- 'PROPERTY,LOT, ROW US. SHRUB5,TREES,OTHERLANDSCAPINGAND/ORNATURALFEATUNE5.IF THE PLANS FAILTO IDENTIFY ALL LANDSCAPE FEATURES, ' ' _ S:,ACONSTRUCTION EXIT SHALL BE CONSTRUCTED AS SHOWN IN TH E DETAI LS TO SHED DIRT FROM CONSTRUCTION VEHICLE TIRES. .� •..' "' -' GRAVEL ACCE$$ROAD .:,: ; EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORK. .. .THE CRUSHED STONE PAD WILL BE AS NEEDEDTO MAINTAIN ffS EFFECTIVENESSANDRECONSIAUCEO qS .. .. .. 1121111111= „'�� ' . . . , 19.UNPAVED AREAS DISTURBED BYTHE WORKSHAII HAVER MINIMUM Of fi-INCHES OF LOAM qND HYOPOSEED INSTALLEDAS,. '�{.' ' ' NECESSARYDURING SEPARATE PHASES-OF THE PROIEL'T.. '" •• - . ' - "' "' 3., -' - WASHED STONE I.TF M S. . . ,.. .. _ SHOWN ON THE PLAN AND/OR DIRECTED BY THE ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING ANY LOAM "" •"' .p � . ... . . .. - fi. THE LIMIT OF ALL CLEAflING,GRADING AND DISTURBANCE SHAII'BE NEPT:TOA MINIMUM WRHINTHE PROPOSED AREA OF - .. - ANO SEEDED ARLASUNTIL GROWRI IS ESTABLISHED AND gPPROVEp BY THE ENGINEER AND/OR OWNER. . .. : .. .. -CONSTRUCTION.THE CONTRACTOR SHALL PHASE THE SITE WORK IN.A MANNER.TO MINIMIZE AREAS OF EXPOSED OR UNSTABILIZED :. - �, OTU A 02635 - • SOIL IF TREES ARE TO BE CUT ON THE ENTIRE SITE,ONLY THOSE AREAS WHICH ARE ACTIVELY UNDER CONSTRUCTION SHALL BE . I ' "I - ZD..A LOADING. SED PRECAST NES RET AND COMPONENTS MINIMUM BE DESIGNEDSTRENGTH MANUFACTURERS TO ERW ISE ND AFIED BY THE - ' - LOADING.PRECAST CONCRETE SHALL HAVE MINIMUM 28-DAY STRENGTH OF 4,000 PSI UNLESS OTHERWISE SPECIFIED BY THE GRUBBED. PRIORREQUIRED TOINIFFEDIMENTATION CONTROL ACIV-ANUSTR OTHER CONSTRUCTION R,CLEARLY WORK.VISIBLE ANDIN. �.. .. , .. .. . .. .. .. .. . . ... .ENGINEER. ... .,. ;.: _..n. OPERATION PRIOR TOINITATINGANY LANDCIFAflINGACTIVItt ADO/OROTHE0.CONSTRUCTION RELATED WORK. ; - • PREPARED FOR J. RIS THE CONTRACTOfl'S RESPONSIBILITY TO MONITOR LOCAL WEATHERPEPOPTS DOPING CONSTRUCTION AND PRIOR TO UTILITIES • - .. ._ _ _ .. 21.DEVIATION OM ALTERATION OF-PROPOSED WORK ISTO BE VERIFIED BY THE ENGINEER AND DINNER PRIOR TO CONDUCTING THE. : : : ,(: .. .. . . : .. . .. .. .. .. . WORK. •'•" ' -' - ' --- SCHEDULING WEATHER RIS FORECAST, OTHER CONSTRUCTION SHALL USE WHICH WILLLLAVIONAL JUDGEMENT AREAS SCHEDUIINED.IF .: .. _ - -EXISTING PROPOSED . ". _ ' CONSTRUCTION ACTIVITIES AND SH;LL RE RESPACOLEFORUSETHEIR TBEST NECESSAR EROION CONTROWHEN SCHEDULING "' "' ' .. - ' 22.ATTHE END OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE ALL CONS' U'CRON DEBRIS AND SURPLUS MATERIALS FROM CONST0.UCTON gCTIVRlE5 ANO SHALL BE RESPONSIBLE FOR ENSURING.THE NECESSARY EROSION CONTROL DEVICES ARE INSTALLED , ` .. A - .. .. _. - I .. .. .. - ..THESITE.ATHO0.0UGH INSPECTION OF THE WORK SITEAND PERIMETER IS TO BE MADE AND All DISCAPDEOMATERIALS AND. AND FUNCTIONING PMOPEMLYTO MINIMIZE EROSION EROMANYIMPMEINGWEATHEREVENTS. ; �;.. ; ! ;:; . U '-- D DRAINPIPE" - , -- . COTUIT WATER - ' '• ' WINO BLOWN O0.WATER CARRIED DEBRIS SHALL BE'COLIECED'AND REMOVED FROMTHESITE.' N " "" ' ' - -' ' .. • �� �� a � � WIND - �- � � : � '.' '• 8. SOIL EROSION ANOSEDIMENTATION CONTROL MEASURES WEEKLY BASISANDAFTER . ` --- -- - GAS LINE � , '` ' CON ROL MEASURES URES ARE 0.15 INCH G/FUN[GREATER ONING PROPERLY. RO ERLY.I CONSTRUCTION ENSURE NCIESS THE BE SIONCORK AND TEDRV MENTATLON : DEPARTMENT 23.'THE MAIN ETTANK SITE SRE(ARS RVEYE SURVEYED BYOTHERS IDATUMFI AND E 1-25EY ARE UNKNOWN.)THVDIB. ; .' .. --"UHW - -- OHW 'OVERHEAD.WIRE. .. STRECTANN SITE(APEA 2)WAS SURVEYED BY GREEN SEALENVIPONMENTAL INC.DNIULY 25,2014 USING DANMNAVDBB. CONTROL MEASURES APEOPERATING FICTIONING PROPERLY.IDENTIFIED DEFICIENCIES..;ALL BE CORRECTED IMMEDIATELY AND' _ - - .. .. .. .. .. .. .. ... ... .. a ... .-..- . .. 'NO LATER THAN 20 HOURS AFTER.DENTIFI[ATION. • --- ----„- '$ -:$ANITARYSEWER :1. : .. :. ` . : . ..- 9. SOIL STOCKPILES LEFT OVERNIGHT SHALL BE SURROUNDED ON THEIR PERIMETERS WITH SILTSOCK,SILT FENCE,HAYBALES,ORA � .. . .. :,______ ENT .-'"- FM -SEWER FORCE MAIN ' _ - " "' GENERAL DEMOLITION NOTES . : COMBINATION _-__r - r TELE`PHDNE. . . C FENCE WITH HAYBALES "• I 10.DISTURBED AREAS AND SLOPES SHALL NOT BE LEFTUNATTENDEDOR EXPG$EDFOR EXCESSIVE PERIODS OF TIME SUCH AS DUPING' 'DRAWING TITLE; ' : 1.:THE CONTRACTOR SHALL SUBMITA DETAILEDDEMOLITION PLAN HIGH LIGH1 NG THEIR MEANS AND M MOM OF DEMOLITION THE INACTIVE WINTER SEASON.THE CONTRACTOR SHOULD PROVIDE APPROPRIATE STABILIZATION PRACTICES ON ALL DISTURBED ----- W 'W WATER' - . . : :AND DISPOSAL TO THE ENGINEER PRIOR TO COM MENCEM ENT OF ANY WORK.THE DEMOLITION PLAN MUST INCLUDE A LIST OF AREAS AS SOON AS POSSIBLE BUT NOT MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THATAREA HASTEMPORARLY . . ORPERMANENTLYCEASED,TEMPORARY AREAS HAVING A SLOPE GREATER THAN 4:1 SHALL BE REINFORCED WITH EROSION - - . .. ' � ----4:---^-- E UNDERGROUND ELECTRIC - "' 'QUALIFIED PERSONNEL,ADCAIIEDSEQUENCE OF WORK TO BE PERFORMED,A LIST OF EQVIPMENTANDTOOLS TO REUSED,A . . ..DUSTCONTROLMEAfURE PLAN,AND A WASTE.DISPOSAL PLAN(SEE SPECIFICATION 02030 FOR MORE INFORMATION.) . . BLANKETS OR APPROVED EQUAL UNTIL TH E SITE 15 PROPERLY STABILIZED.TEMPORARY SWALES MAY ALSO BE REQUIRED IF _ __ _ _ _. . , , _, _ . . . . . .: . . ... . . . ... . .. . . ... .. DETERMINED NECESSARY IN THE FIELD BYTHE ENGINEER.* .. .. .. .. . SF SILT FENCE- LEGEND . 2. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION,DEMOLITION,REM°VALMD DISPOSAL INA LOCATION APPROVED BY : ::: �I I ' '• • ALL GOVERNING AUTHORITIES AND ENGINEER,OFALL EXISTING SITE ELEMENTS:AND STRUCTURES. . . I. 11.THECONTRACTOR SHALL INSTALL A SILT SACK:OR APPROVED EQUIVALENT IN EACH EXISTING:CATCH BASIN RECEIVING RUNOFF FROM, - - I : THE SITE.UPON THE INSTALLATION OF ANY NEW CATCH BASIN,THE CONTRACTOR SHALL'INSTALL SILT SACK OR APPROVED ' ' .. II. ' .. - .. " "" - "' ' NOTES AND 3. THE CONTRACTOR I5 RES PON51BLE FOR THE BACKFILL OF ALL EARTH CAVITIES REMAINING FROM THE DEMOLITION OF TH E EXISTING EQUIVALENT.THESE ARE TO BE INSPECTED AFTER EACH SIGNIFICANT STORM EVENT AND EMPTIED AS NEEDED DURING THE ENTIRE ' : BUILDING,FOUNDATIONS,BURIED TANKS AND VAULTS,AND OTHERSURIED CONCRETE STRUCTURES PERFORMED BY.OTHER5. CONSTRUCTION PERIOD. + - _ ... " ... ... ... :..:..- . ... EXISTING SYMBOLS I PROPOSED SYMBOLS:BOL57 ' 12.SMALLSEDIMENTATION BASINS MAYBE CONSTRUCTEDON AN AS-NEEDED BASIS DURING CONSTRUCTION TOA16IN THECAPTURE "' "' . - - 4. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL ROCK RUBBLE,CONSTRUCTION DEBRIS AND CONC0.ETH.T0 ALLOW - FORPROPER GRADING AFTER DEMOLITION OR CONSTRUCTION OF NEW TANK. OFSITERUNOFFANDSEDIMENT.TWILL BE THE RESPONSIBILITY OF,THECONTRACTOR,INCONSULTATON WITHmEENGINEER,TO .. : - -� - HYDRA SIZE ANDCONSTRUCTTHESE BASINS IN APPROPRIATE LOCATIONS. �'-'- -- ' ; '' `3 -IVA MR UALt (SHU r'Q,') .. .. - NT.ASSEMBLV' S. ALL UNDERGROUND UTILITIES TO BE DEMOLISHED PER SPECIFICATION 020. '- " 13.ALL EXITS FROMTHE SITE SHALL BE SWEPT AS NECESSARY,INCLUDING ANYTHACKING TO ENSURE SEDIMENTIS COW AINEDONSITE. DG WATEF'VALVE�(G4IE MLPE) -TAPPING S LEEVE AND VALVE -' 6. THE CONTRACTOR I5 RESPONSIBLE FOR REMOVAL AND LEGAL/PROPER DISPOSAL OF ALL DEBRIS FROM THE SITE.THE CONTRACTOR' . PAVEDAREASSHALLBESWEPT AS NEEDED TO REMOVE SEDIMENT OR POTENTIAL POLLUTANTS WHICH MAYACCUMULATE DURING . •' f7R YD4 CONSTRUCTION ACTIVITIES. - N AN .. :, IS RESPONSIBLE FOR OBTAINING ALL LOCAL STATE,AND FEDERAL DEMOLITION PER MITS.THE OWNER WILL OBTAIN BUILDING . : - .. .. : . . . ..- .. -. .- - .. D.I.TEE � .. .. DEMOLITION PERMIT FROMTHE STATE BUILDING DEPARTMENT. ; "" ; - " 4OCf,DRA/NT 6 ]4.ACCUMULATEOSEDIMENTSNAIL OE[OIIECTEDAND DISPOSEDOF INAPRE-APPROVED LOCATION. THE CONTRACORAS ` COUPLING ' , UJ - DIRECTED BY ENGINEER: "' .. .. "" Z 7.'THE CONTRACTOR SHALLCOORDINATE WITH APPROPRIATE UTILITY PRIORTOTHE REM OVAL AND/OR RELOCATION OF .: �. .� - '• , .. " CATCH RA;;lN CIRL.VICAR: 'DESIGNER, 1WB CHECKED BY: RHK o_ NG :UTILITIES.THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY CONCERNING PORTIONS OF THE WORK WHICH - [7 - - ?� 15.THE CONTRACTOR SHALL PROVIDE ON SITE OR MAKE READILY AVAIL ABLETHENECESSARY EQVIPMENTANDSITE PERSONNEL',; D.I.WATER , :.. ... :, "MAYBE PERFORMED BY THE UTILITY COMPANY AND ANY FEES'WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR; DURING CONSTPUCTIONNOUPS.FORTHEDURATIONOF THE PROIECTTOENSURE ALLEROSIONANDSEDIMENTATION CONTROL .. :, CA)'i)i3ASlN SOUAR£. " ,r.�..A/. �,J; 0 .SERVICES.THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. ...: 'I• • '�) f/PA/."/AlAN/TOLE- q D.I.CAP a ,`/"(E✓.L"t' �7C(%>r{•4✓' + 1.?_� DEVICES APE PROPERLY MAINTAINED AND REPAIRED IN ATIMELY AND RESPONSIBLE MANNER.IF SITE WORK IS SUSPENDED DUPING /_ m � I - THE WINTER MONTHS THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE PERSONNEL AND EQUIPMENT EITHER ON SITE OR MAKE .. . ,..r � . .� I .T�' .. . tfF BCWNO .. • • - - . 8. TNE[ONTRARORIS TO PROVIDE NOTCETO ALL UTILITY REGARDING DESTRUCTION,RELOCATION AND REMOVAL OF. .. .. J 'a- ALL SERVICE LINES AND CAPPING ALL UTILITY ONES,AS REQVIRED;DRIOR TO COMMENCEMENTOGTHE WORK. READILYAVAILABIE TO ENSURE EROSION AND SEDIMENTATION CONTROL DEVICES ARE PROPERLY MAINTAINED AND REPAIRED �MZR MANNO.LE Ib' GATE VALVE - - - IN ATIMELY ANO RESPONSIBLE MANNED ENGINEER: GFK 'OAjE; v.. .Z:,:'CTRIG,AYAN.'/OLF T.: s 9. THE CONTRACORSHALL MAINTAIN SAFE.PASSABLE,CONTINUOUS SIIEACCESSANDOPERATONFOPSUPPOUNDING FACILITIES, Sfi.IF DEWATERING ISNECESSARY�pURINGCONSTPULTON,RSHAII BETHERESPONSIBIIIIV OF THECONTRACTORTO IMPLEMENT - �J �: 90`ELBOW - AS DEEMED BY THE OWNER,AT AIITIME3 DUPING DEMOLITION OF THE DUSTING FACILRIFS. : J71LlT/PO/,E .. .. . . . , PROPER MEASURES INCLUDING pEWATERING BAGS,TEMPORARY HAYBALES,SILT FENCES,SILT SOCKS AND/OR OTHER APPROVED .. p .�01. DEVICES.-THE DEWATERING MEASURES SHALL BE APPROVED BY THE ENGINEER. ;.S 4 JiUY Yf•RE WBEND- - TB�. m . 10.PRIOR TO COMMENCEMENT OF DEMOLITION,ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. - ' .: 3 I • 1 R SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO CONTROL DUSTBYW4E GOROTHEMAPP0.0V ROF ,y . - .. ;_ RIN Ep.METHOpS AS .. .. (/(`,FIT POST .. M 22 5•BEND. .. T po NECESSARY,DR AS DIRECTED BY THE ENGINEER AT NO EXTRACOST TOTHEOWNER. - I D ��GARRE C1` . .' .. 18.'THE CO .. .. $ . ... .. . ... ... - CONTRACTOR 0.0UTINELV,INSPECTHE PERIMETER OFTHE SITE PROPERTY TO GATHER AND PE MOVECGNOPERLYON .. ., .. .. .. .. r..m H 1125'BE 3 � SCALE :S: � DEBRISBEFOREIT LEAVESTHESITE ALL DEMOLITION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE'SITE AND PROPERLY o KIIVIL F-: . ,; " - DISPOSED HE SITE SHALL BE NC•/t _ .. Digitally signed by Garrett Keegan AS SHOWN - D AND CONTAINERS LEAVINGT D -- � � N BOOS •'� '" '- 19.CEMENT TRUCKS SHALL NOT WASHEDONSITE.ANY CEMENT OR CONCRETE PRODUCTS LEAVING THE SITEOR ENTERING - - J3L2'Pf0/S'L '�P o.. - - � � ��ON:cn-Garrett Keegan,o-Green �sr G� -y .. .. .. .. .. RESOURCE ARMSSHALL BE REMOVED BY HANDATTHECONTPAC..EXPENSE. - - - GlN..6.A.N0 �g����t� NAL ETA S!/('/'I?//J LY//J/ Seal Environmental;Inc.,ou; ° / 20.BUPIALOF ANYSTUMPS,SOLID DEBRIS,ANp/OR STONES/BOULDERS ONSITE LS PROHIBITED UNLESS OTHERWISE INDICATED BY THE i F30.4/TUG - /1 ; i / . �L•, _ SHEET: V _ .. .. O ROAD SALT,SAND, M DE ICIN ALL BE USED ON THE ACCESS ROADWAYS. .. - _ F.JOKING - / ` .. 4 O4 OO - ENGINEEfl N OROTHE - GCNEMICALS SN WIff r .. .: _ - .Ei`UQ"'" �email;,ykeegan@gseenvcom,c US' . . .. 21 THE CONTRACTOR I5 RESPONSIBLE FOR ROUTINE INSPECTION ANDMAINTENANCE DURING CONSTRUCTION OF ALL STORMWATER . _ / w� I - . I I ... . .. ... . .. - .. FACILITIES INSTALLED OR IMPACTED BYTHE PROJECT.ANY SEDIMENTOR DEBRIS COLLECHDWITHIN THESE FACILITIES FROM THE .. .. I .AARRE�SE HXo MN P.E.. . .. -i': ... ; : ::: . : . ... . : . PROJECT WORK SHALL BE REMOVED PRIOR TO THE OWN ER'S ACCEPTANCE. ' ' ' - ' "" - ° °�' "Date'2075.04.1637:433 G�3 .. .. ' . . . . .. .. . . . .. .. .. . . . .. . . .. .. .r{ .. . .. .. . .. . .. ., .: .. . .. .. .. . . . .. . .. .. .. 1 . . . o AREA'2 o I: Ay ` HD6 .ARVr2wNlD IMMIX C'ONC. AP U i y9X i.. PRUX UWI"OF TAN, MAW . I .. MA/1VJG._ � �Dy .� fENCf(111'1 I ... .. � .. .. .- PAL w/ �-/J• WA 1(R TDWFR 1(6 66 /:._\ �w/�a}EnAC _ �8 I: kry oo AREA 1 r ... ., .. �• E .�� � \�. _ 1A .i� _ .. Ek�Y� iimnn'enm_;,r- \.'� :zE[:rucrw/'. _ LOCUS PLAN:. . .. . t. _ �\ ,/ v2CCP/iGiff EOu'PMfM I : 2 ... ... , C2 / •f�. cz. -MAP 21 '-.plaPt ,. .4 .. .„ - FI .� PARCEL 9, hp� � j xq.ro: . .>. I U I cvx'R0, .. .. _ .. _ ,. ) t'e e� Green Seal Env,ronmental,Inc.. .. .. .a ,. ... .. .. . r `. PorfGaroif .. .. n/ �.0 � <' .. . .. ) i AJluf a-rc['rArmv., ! �;�.; I _� I. ;;apw I P. ... > ,� 11 a State Road,Building B .. qq - '` \\i- ! R_ _. �- > t 4£ T .. .Sagamore Beach,MA 02562, ..�' TC[:9'JONF .. FA _e7ITwDNt Gldrfs 4ti�.�.� ! \a C EourarE;vr -. .. - Tel:(508)888-6034. I V� . ,.. .. c+t*�,�t_ Cr 3 ;. I m' _ I 1�•-- —tavcnYn"✓Au[r I Fax:(508)888-150G ...� ... ... _ _ `c•\ �O "�L'�' _. - TUBE TUBWA7E rUIn ttww.g5¢em'.COm .. D U.w/y pS.b G�� TON .. .. ♦ tt`q W �'."\ I J15'C M-0 W WA y n f aew ca uv f nw / / F� .. 7 ';I- .. "� `6 ----L-: 'f"COVEjR Ct:ESS.. � I �./ �•_—\ �_G mwf>r[fc lJrr} L. -Jw.ws - y -'-v,w _ .! \ couE/; ,�o�aa a. a z.,. _ crur.'?['1f•,n . :J.:. .. ,� ar' , D _..� _ -ccNc-r✓w/ I o one r �3� M '1-crnvc'I .F:3r r� ��+ ��, - "'`.•.,. "\�\S • �/•- nm'c'nc,r.WmMENr p, , . I W CDlJG #9 W Clh:9 bOX .�i; : on m a. .. .' .. n�tar�1: (>Pi ( C' - REVISIONS[ ,p5 a f�J awwax u rrr a._/ .. j c _ EA v< e h NO DATE COMMENT 77 '1' 1 2'15 5 DESIGN PLANS ..�:� 51 .. h .. .. .. .. .. l' I 1� .. -AAI� 2 12 157 %.D SIGN PLANS - .. i �J' III p[y,y r12 -l �'i 1u 3 2 9 15 9 %.DESIGN PLANS 1 I F''-� 4 16 1 P MI LANS" PAD6O / I 5 4 2 7 1 9 PLANS-FOR CONS U N Kw PANEL WYrr/a. t ''�' I -( •I - � .. ��. .' . ._ �:.,: 1 .. .. .. .. .. QfCTirYC✓h IF,'>'. ��1.'. GRAVE'L.URIt< .. .. .. AMORY-ENGINEERS,P.C. : ""` ' .. .. .. CGwG PAE wJ .. .. XOURY:MASSACHUSETfS .. .. / M I 2000 'PURPOSE: .. w._ Arz AauwarSTREET:: ' ER WEST w !. I � _—.—._y_ _._— _:__.:_.�..__-_ -- --.. _''�------' --- - �---='ate"--.:o',�__;,-�'-�'=�-�r=.Y=�=f�f���,•=�-r-•-�`:�, I��i' - COT U IT W AT UHW._.�ly,lµ�- UHW:_ .0f1w_.__OHW._6HW--_OH1'J-.c - f � i .. ., -�,i-'w ,.v-�✓�.✓-.�-.ice _; ;r�.r�� �'"' SYSTEM IMPROVEMENTS. i :` 9ENCN.RK' ..t .. .. ..� .. .. .. .. 'I I 4 IT/ M .. , COTU A • •. •. PIKE MI SUIT - DPjJ 5z:,'DP 02635` ' .: I I Z .. .. - - ..I"'. _ . . . :.: ... .: ;. :.: ...• :. :.- .. .. .... _ .. �; { ... PREPARED'FOR. _ .. .. .. I r I i I. s x l 1l — AREA 17WEST STREET. COTUIT.WATER } ( �. I I I . DEPARTMENT. r C .. -`.: :.: .. .. -- TITLE. ' I' EXISTING CONDITIONS i� (I i�) DRAWING ir� � :PLANp. '. o-c#I'Y. .. � .. .. .. r -�'to w cl � � .. - r t MAIN S TRE'ET � -"-- ' : z 2Q OHIV-._UHw 0,iw OHW .N .. .. .. . . . . . ... .. .. .. ... .. _ .. .. .. .. .. .. .. .� .. .. .. .. .. .. .DESIGNER: :JWB CHECKED:BY:'RHK .. .. 3 " AREA 2-MAIN STREET(BID ALTERNATE`1) ALL.OEMOLRION AND PROPOSED SITE AND UTIDTY.WORK AT AREA 2 TO BE BID -. .. .. rr euur�o .. ss Ktcpuua SEPARATELY AS BID ALTERNATE SEE'.SPECIFICATION SECTION 01026 FOR FULL' i - .. : .. .. .. .. _ DESCRIPTION. .. -.. .. ENGINEER: GFK 'DATE: .. :: ATE 1" - - - TBD. . m 3 _ .. .. o ARRETT F ALE $o " .._-. 'a .. .. .. .. .. .. .. .. .. .. - .. .. .. .. .R V�'GKCEGAN. cy ...\_ SC _. .. ,. ..�Digitally signed by Garrett.Keegan N neoos � - ASSHOWN 5q DIN:cr Keegan,o=G reeq eavronmental,Inc.,ou pb �'NT`E�G�E y . � .. - i SHEET nv.com,c— s. us lkBegan@gsee� -oa oo'ate:zo1s.oa.i6 n:aa:os EX01. a g <: : . o AREA 2 o ERNCf O F ... .- MPROX(LNN.pF.,.. /�. 05 - FENCE(»F'J ( TANK C FRIUAM,... : : ro �I ... \ i TANK,LEGS,STRAPPING AND >I}1{Lfii H I ws2R TOWER tc FFr... .. .,I,,1L;E,.� ALL STRUCTURAL SUPPORTS `S p }iceD4 f'�r-� CHAIN-LINK FENCE - TO BE DEMOLISHED(TYP.) 1 / 11 I� t TO BE DEMOLISHED(TYP.) - �^ CONCRETE FOOTINGS+ .. .. .. fT P TAN,r.... .. I',I ._IL I TO BE DEMOLISHED'i .. .. .1 I' \, /1YP). .0DS. •9:R FGnRNG I .. .. CONCRETE PAD WITH (TY.PJ �� .. OCp _ �I(f I. zp '1 \' \y v' .. .. GENERATOR TO-BE - a_ ' AREA 1 .. CONCRETE FOOTINGS )E5 ,../. .. I,1 DEMOLISHED(BY RS) / i t` - "' TO BE DEMOLI(SHE; .. HEM - tt _ \' _ •_v" .. 9. E T ' ..,. TIP. �..f S \ .. oT/2 \ �'9p yy r,4. C' C3 .I, _ C,pEP A", - .l ISZC[.RaGW,w/. �. .. �� ' H �raa-vurac .� LOCUS PLAN ` DEMOLIS I MAP 21 _ eFtc PP _ aw .I PARCEL 9 . . _ BE DEMOLISHEDGreen Seal Environmental,Inc. . CNfA✓Y VE TANK;LEGS,STRAPPING AND ! "":- V�/ �/ •. I' I .. - . CONCRETE VAULT AND PAD TO .. ALLSTRUCFURALSUPPORTS `` �-j _ -�/ :. I EXISTING OVERFLOW PIPE - .. __!' ROB."" j. .. t :,,;, _ J����J'� L`- Building256 .. .. ._._- �j .. .. S gamore Beach,MA 02562 ....TO BE DEMOLISHED(TVP.) j : i / TO BE DEMOLISHED(TYP.) -� D _ - } i' s / —/J " �' OI - 1! .02 w�� — Ja_/-} JJJ �� auaMe r Tol:(508)RR8 6034 Fa.�(508).888'1506 f /. .4IIUIY -�G' 1. /Y� .. �I'� /` �!\i. � J vF_ I �•'g . xx IN '/, o a J� },` .. I'`,. I .. .. "� came ego ._..�=-` _-.•{ CON n.�./_f J 4J-,J � nhw_ww w we>th .. 4 vkv >,Gyt£OP.aNJ ' ..7 -60 /w7D, 7; . aN I,m�A i .. cav a a r � I I I H'Vl l(I:}� j' caw:vv,w I m• , EP..CauG `hl(r`l'.. I`I 0 -. ... LIVE \ 'II"} ...o' "� ,•.L - ' CONCRETE SLAB AND VAU LT ,I, / o -I -� REMOVE AND REPLACE -1 rerNNAt w .. . . . y. tl pl . / .. .. . ;Tl . .-'... .. TO BE DEMOLISHED. RIP RAP,SEE.OVERFLOW. . .. .. .. t . \y Say _ µt ,3' .. ... ... ', JNC PRJ W/'' J i< LX1X 4 .. ... INFILTRATION SWACE DETAIL, .. .. : .. �_,`�,alJ it ll,�:BI-I I'C1-I rcti - SHEET COl a - i ( ) .. � � � IN' � � Io- � REVISIONS , Gfh�rOR' ' _5 _�lar i -_1 \j NO DATE COMMENT IelFN. tit .. EXISTING 12 WATER MAIN' .. P .. .. .. .. ._..)__..- .. i .. . - .. ... .. TO BE DEMOLISHED(TVP.)... ,1. .. _ .. ArJY_.7 .1u � ( - + '—aws.LE In' .. A .. t,� "1" 1 2'15 50�DESIGN P NS EXISTING ELECTRICAL \' �6 2 12 1 v5 UtSIGN PLANS -"' 'r,^ .. .. ..: ,. y; Y 3 2 9 15 PER:DESIGN PLANS.. l(,., I -_.uLUN rnrK trs k,' .. - . UTILITY AND COMPONENTS -�-' Pi :�i PORTION OF EXISTING WATER f Ti 4 7 ERMIT'PLAN ' ti '0. "TO REMAIN ITYPJ . .. ./9 .�I,i',tt -. MAIN TO BE ABANDONED IN PLACE INPI _. t 'pw� �i -�}I�y7) � 5 4 1 1009 PLANS- C NSTRUC N '.: .' / a.... TANK•LEGS,STRAPPING AND 4 EXISTING 10"WATER MAIN- ALL STRUCTURAL SUPPORTS Kw R4r=r IrrTH .. - - AND GATE VALVES.. .. /. -ffG,^.r6'� Y'�. , ', '. .. .. .. - .. ) TO BE DEMOLISHED(TVP. TO BE DEMOLISHED(TYP.) _ cOfc RY EIVGIIVEERS } .. Oouxa .ran ACHUSErrs P . _ — ��� � ✓WN5FORMfR i : 7 3 i. zaa.bv' AM C �\ a: w . . W w--W._...W nH'N PORTION OF EXISTING WATER -' .. I .. .. . GYw'Nc2,wa:9fXY .. .. ``� ` .' ryw OHW ot3 .. :.MAIN TO BE ABANDONED IN PLACE(NP.) > :.J, . I � "PURPOSE' WEST STREET w W �. I — —_ Y v , r vP'N�HVI" UHw -.OHYI-._.OHw- _ -.. �w�L}{�.�:� -. .. .. ... - ✓ � - .4 `. / OTSYISTEMTE J11W-._OIiW �T' '.. .. r fl � � I C R I M PROVEMENTS � — '. OTTHE CONTRACTOR IS RESPONSIBLE FORTHE DEMOLITION AND DISPOSAL OF THE- "' "' "' I - .WATER TANK AND ASSOCIATED.COMPONENTS INCLUDING LEGS,STRUCTURAL EXISTING UTILITY POLE; - IY -' TO REMAIN I .: : SUPPORTS,CONCRETE PIERS AND PADS,AND ASSOCIATED UTILITIES.ALL TELEPHONE, I �LOCUS 1. CELLULAR AND CABLE RELATED INFRASTRUCTURE 15 TO BE DEMOLISHED BYOTHERS I _. - _ _ ,, C . ... ._. :.: ... \ .. .. .. .. CONTRACT. .. - / AND,IS NOT PART OFTHlS I -OTUIT, MA 02635 ... .. ... » s ;.- :. PREPARED FOR:.. AREA 1 WESTSTREET I >' OTU IT WATER Ill I.: CDEPARTMENT — _ . DRAWING TITLE. .. DEMOLITION PLAN ' q UXlMA7[PRCIPER>"f LINE - \. ..: DEMOLITION LEGEND - MAIN STREETg y�. - ,o o ,o zo. A� CONCRETE PADS AND SLABS TO B - -0I w 'vt OHW -iWl - .�.. ,. DEMOLISHED � .. .. WATERTANK LEGSANDOTHER '" '• - STRUCTURAL SUPPORTS TO BE - - 'DESIGNER: �WB CHECKED;EI Y:' RHK DEMOLiSriED AREA 2 MAI.N STREET(BID ALTERNATE 1) a Y WATER UTILITIES TO BE DEMOLISHED ALL DEMOLITION AND PROPOSED SITE AND UTILITY WORK AT AREA 2 TO BE BID - p SEPARATELYAS"BID ALTERNATE 1".SEE SPECIFICATION SECTION 01026 FOR FULL DESCRIPTION. .crr eouno. v .ENGINEER GPk :DATE:. - ` .. p qTBD. . . i Digitallysigned by Garrett Keegan — so?MBARRE °FRAF�*g` SCALE - .. LCIVIL Seal Evironmental,Inc.,— — No.aeons AS SHOWN DN•cn Garrett Kee an o Gre n 'oul e o' .. .. ema l=gkeegan@gseenv.ccom,. Q� soNA ���e Date:2015.04.16 1 T44:32-04'00' sHEErDO.1 _ _ v • w" " FOUNDATION - ... TOP OF SLAB EL 56' .. .. .. E /_ ( .. W Pl PARCEL c0a SE DETAIL F uHE b52y[ ,40010067ERRa90 .. � .. � � - - AREA'2 .• ..-: .: N/P - : FLOOR PLAN OR 'f. a rt(rr�u�us .. ioc.n' ..- __ ... .. mivx or awrrsrpa(f., zcnro•.. - - _ � . I - - - i fpCjE �PR0r:42 AGCY .l.. '.N ^� � ;I jtf aPAlUlr O ... .. { 1 AGW7&PARCf['P14 'tkp J - I' SILT FENCE,SEE DETAIL : ,. ,6'.HIGH BLACK VINYL-COATED. ELEVATED WATER.STORAGE TANK J6 PEIR wAvi PpRrJ '-- \.. SHEET DET1 " 300,000 GALLON SPHEROID SHAPE fuZAbE/H(AWRENCE RSON - CHAIN LINK FENCE.ITYP) - 46 TANK DIAMETER \ '1\ 7 :-.. .. F 1.. .. .. .. 168.5'TO OVERFLOW .. .. .. }�'•syti�' �/ o� m6 MMf i .. .. 160, _ .a 4 i I -NOTES: . � r .{. 1. SEE SHEET E00-E02 FORDETAILED ELERRICAI PUlNS. - - . .: is—is_is .: is—is—is is s is—ds—:is: .. e' I I A.TOWN'PUBLIC ROADWAY AND MUST .. ST 7REET S x x x x x x ' `"�' .. ,t 2. WE S ... -- t't. REMAIN PASSABLE AT ALLTIMES.., ': :_. _ _ GRP.VEI.DRIP-RING(TYP.)/•-.-���-`�- T .. LIMIT OF TREE CLEARING -...:�CMe'Pr O .. . m. TO EXTEND BEYOND -'l' .. .. .'so�. .. - AREAS .. . KEYED NOTES:' , .. . ... I .. ... RIP NE _ ��`� ¢D LINE j Os 1'Sk7'CONCRETE PAD FOR GENERATOR. - �- - . o. . .. aa, yj � N.PAJ WIX FkfM L _ rF�90 .. .>"I. Q UNDERGROUND SECONDARY SERVICE.SEE RISER-.. I x : : I ,SOLID SLEEVE(TVP.) m LOAM AND SEED ALL - !\% - -�"d z' 9 DIAGRAM,SHEET E00. .. ... .'Coe,ANI!Y - O . HANDHOLE FOR FUTURE: / - - \ DISTURBED AREAS I - CURB doX LOCUS PLAN.. RELOCATION OF EXISTING METER�PEDESTAL COMMUNICATIONS(APPROX.' _ _ y LOCATION),SEE SHEET E01 I / .. �..• LOCATION I - v7 _7.2 In .. :APPROX.X7LOC ON OF INSULATED , _ .ENhVh(. OGreen Seal EnVITOnm.PIPING ENCLOSURE // 10.55' 55.3' Llxpa VYCEJAO(W ..!� 114 State Road,Building B�- _ .. .. , ..iI -�I'/� - caww am fMcs .. Sagil Beach,MA 02562. .. .. SEE SHEET EOI / `VI ' "1 .t- .... ... ; FOR COMMUNICATIONS ^...:.1 .. 80 .. - TeL(508)8685034 . t.e I 'AND ELECTRICAL PENETRATION /. �Q S{. ' MR OF CLEARING. .. ' ... - I 1 - r - .. h -� Fax 508.888-1506- � 1 INFORMATION t o T 17 I (FIELD VERIFY) t ) AN 12 WATERMAIN 12 OVER D .. a. www.gseem.com , u 5 �)—E NCRETE PLASH:IA. a ,E. . �/ _ CO] :` I. 6MJ ;NZl INM 4 �i l .. }' t, .. .. .. MR.5 _ CRAV(J ra, n p t r-� (1F.CIFVG MF ,� t ... ... PROPOSED NATURAL ' (J. . GAS GENERATOR, :12 GATE L` .-.HYDRANT ((/.( .1 fp, / r IVAU� I I __- �.' REMOVE AND REPLACE RIPRAP _ Gam,1AG W/ "SEESHEETE00��' t '\ VALVE \ ASSEMBLY" 2 FEET IN ALL DIRECTIONS,SEE DETAIL - _ - >o PROPOSED GAS LATERAL FROM EXISTING � � �- R20' � � _ \/ I i .I -MAIN ON WEST STREET, '. : -: `1 :-' '_ ''R20 J.,W :. 55.3' R7Sa T .- .r/ REVISIONS. CONTRACTOR.TO COORDINATE WITH/ - S4.7 - - 1 J -� I .. 6"GATE - I ' '45'BEND(TYP.) NO`o DATE COMMENT i r 1: UTILITY COMPANY FOR INSTALLATION -. m .. nr I :. .,u I Ir 4 .PROP' E ELECTRICAL>i 55 ..d VALVE _ - - ., , I� / - 1 1112115 1 5 DESIGN PLANS - . :� AND HO _-` ' sa .. 12"GATE >L �p�tE/ I I 2 12 1575%-111IGN PLANS .. 17:5•.. - :Ltl LE' CJ`.. ..-� I VA ,.,, .3 / J lYY' 3 2 9 1 9 %.DESIGN PLANS .. PW ��- ._I.:. J "II ., I .. - .:.: Q.t' w. 4 M 'PLANS .. ` ¢ a 545 - I'S4 8 x 3 `� ,, 5 4�2 1 7,T LANS- O CONSTRUCTION .. .. .. ... s ... r O I x =t( LIGHT POLE, m j LVE 85 _. ._ -.-.` ;.. ., �,_J._ SEE SHEET E00 - f J x, t 1 1 V SF�—SF'-3F" ( `' SFSF3FF.. i�I .... - .: .-.. H!",I a. •` :< tl ... ": *. .. .. W.•. .(2)12'- WIDE - 3 WIDE MAN DOOR INFILTRATION �AMORY:EN-GINEERS,P.C. .. WING GATES- 11/2 WASHED 5'fONE J �! - C .. ( 7 .. .. .. .. .. MASS Cli S ` .... c TWIDE XI'.DEEP. .. .. .. 't 12'WATERMAIN�TO STORAGE TANK OuxeuFrV;' A useT-r 28:3 12'x 10'.REDUCER(TYP) .. ..1 GATE VALVE RESURFACED GRAVEL ROADWAY - �/_ { _ - I f I PURPOSE: SEE ROAD SECTION ADETAIL 10"x 10"TEE GATE VALVE(TY'P.)` \) — —' REMAIN 10'GATE VALVE .. I CO• T. UIIT WATER_ s il SOLID SLEEVE SYSTEM REMAINwD. EXLSM4ANDHOCE r R25'.z- 1SY TO .. w—.Y•._ a�w — W _ I IMPROVEMENTS_ .. .. _W '=:W NI 1 l^..�; '':.:- _y OtIW ... .... .. -idi - 44AI2E.;R110WAY '' =1 - _ ,.y._.-._OH'N. ..sue. ..'2.• '.'{_ ''. I{ I I. + WEST`STREET. w _ N,� �, _ �. C . . S) _ _ W -• _ .✓"•�:_'�`=�-�ri—� /:. LOCUS:- _I .iS. SF.—SF: ..SF _S� SF'— _ uiW OHW ry;W, "..,. ,� .... i4 r. .. _ _'G�"V. /./"Y'.`,� ,/-�.� .✓"✓V"�,i_.,r\f .. -: 'l0"GATE NOTE: ro .. .. I \i ✓ r .ram.:.. U I I / 'R30' - ' �, .. -- _*. .. AND MUST EILSITOWNRGHATOALLTI ES.H.Y .: .. .. -- .7. _ pi: �). .. C T� M IN TIITTYPOLE o I TUI G UTO REMAIN - _ .. __ I',' I•; .. .. 002635 E%I5T VALVE 1. EAR ROUND RESIDENTS } — — — — — — — — A r. h , > .. .. 1 .. :: I• tI I �.i([;. - , :. i•.x,: \ 4Nf. PREPARED FORT, I AREA 2-MAIN STREET BID ALTERNATE 1 AREA 1-WEST STREET ,. - '4"THICK CONCRETESLABWITH 6"HIGH X 6"WIDE - -' - _ '- q DEMOLITION AND PROPOSED SITE AND UTILITY WORK AT AREA 2 TO BE BID-ALL DE . .. ... .. .. .. .. .. .. .. T .. CURB REINFORCED;WITH 6%6-6/6 WELDED WIRE FABRIC " - � � � � _- � �._- - SEPARATELY AS"LiID ALTERNATE I".SEE SPECIFICATION�SECTION 01026 FOR FULL COTUIT WATER . :- -- -' 22'MIN. - DESCRIPTION.: AND SLOPED I/4"PER FOOT TOWARDS RIPRAP SWALE I. " LOAM AND SEED' . DEPARTMENT ..6„DRAIN PIPE :.. I ... .. .. .. .. .. .. .. .. - .. .. - .. .. .. ,. ... .. :: . o. o i :: .., ° ....:xss'-_.. _ _.. ...._._._ .... ... ..._ .._ sx ; DRAWING TITLE: - 'REGRADE AND RESTORE E% - )STING ROADWAY,ADD 1._4, .- .. ... .. .. .. .. .. .. a .. _ PROCEssEDGRAVELASNEEDED.. PROPOSED OVERALL SITE W _ _ PLAN I . ' .. ' 6"LOAMANDSEEDALL RIPRAP FLUSH WITH .. - FINISH GRADE t,N - �, DISTURBED AREAS' ..PLAN VIEW . .:: .NOT TO SCALE - _ - r 6"DRAIN PIPE .. .. .. .. ...- .. .. .. :. .. .. RIPRAP FLUSH WITH 20 10 0 to 20: 'AG FINISH GRADE .. .. EXISTING GRAVEL ROADWAY... _ t'=20-0• r � ... : z z: LOAMANDSEED ROADWAY SECTION A g Hr R - DOWN-GRADIENT: NOT TO SCALES ., ,, LOAM .. .. OF OVERFLOW AREA " su FACE SL PE2% 'DESIGNER: JWBCHECKED:BY:'RHK �r z 12"PROCESSED GRAVEL SU TABLE BACK FILL OR .. ,eu _ - 6"LOAM AND SEED ALL LOAM AND SEED UNDISTURBED SUBGRADE Yr!/ DISTURBEOAREAS.. .. .. .. - .. - BOTEOMOFTRENCH SLOPE 3.SM - NOT TO SC v ENGINEER GFK :DATE: .. .. l LAYER 11/2" .. .. NOTES, ALE : :. .. ..N E ':. "' - 1. .ALL DISTURBED AREAS SHALL BE GRADED TO A DEPTH SUITABLE FOR 4 DI DRAIN SINK-" FROM WASHED STONE r ... .. .. - 'INSTALLING THE LOAM PERTHE GRADING PLAN AND PROPERLYSEEDED. - I pI `w TBD. _ 2 TOPSOIL=NO STONES GREATER THAN 3/4",COMPACT WITH'A NATIVE SOIL OR / : r `r''�'� '� HANDftOLLER IN TWO DIRECTIONS&FINE RAKE PRIOR TO,SEEDING tN OF 3 : APPROVED SUBGRADEJ "-' - - �rt w�SUITABLEBACKFILL OR 3. SUBSOIL-COMPACTED AT 901A MAXIMU M DENNTV - • p UNDISTURBED 5UBGRADE - 4. SEED-NATIVE-HYDROSEED MIX(SEE SPECIFICATIONS. - g' KFFA..F ym SCALE: _ .. T O S wo 4eooi " AS SHOWN ROADWAY SECTION s: RIPRAP OVERFLOW INFILTRATION.SWALE SECTION A-A' " 4 9Fas a5 e ... .. o p:... .. ..D'... ...'. .. ., NOTTOSCALE .. .. .. .. .. .. - .. .. NOT O SCALE Digitally signed by Garrett Keegan' ��4srowa Fx��� DN cn-Garrett Keegan,o=Green Seal SHEET' ° . — ! nvironmental,Inc.,ou, ._ " C01 n . s / �1 emaiIg gkeegan@gseenv.com,c=US Gt/1.r 1Z .�,& - umg�o eoo • - 1 o AREA'2 p - r. 4 .. O O 3;. AREA ... z r LOCUS PLAN" . - - ... ... .. .. ,q - .. .. .. fG,,een Seal Environmental,IncELEJniEOTANK _ - - 1 I4 State Road,Building BWALL - .. .. .. Sagamore Beach,MA 02562Tel886-G034 Fas:(508),888-I506- .. .. WATE SUPPLY ` .--... +.. - PITCH SLAB I/4:: a. - RI GWALL .. 1 .. _ F HANGER PER FOOT : FOU TION (ryP)RIN -' TOWARDS ^ .. BALLVALVE ANGE .. .. .. - .. - - 5. .. RING SHOWN OTHERWISE .. .. , CENTER.. y o.a: y ` .., ... .. - .. .. ... .. .. .. .. .. ON CONTRACT DRAWINGS) .. .. .. 4 • .. .. y_ Y .x -� - REVISIONS { .. .. - ... a :.: NO DATE COMMENT ® MALE PIPE%MALE HOSE NI 1. 1 2'15 50%D SIGN PLANS`® � 2 12 15 759�D SIGN PLANS - 3 2 1 P95%ER DESIGN PLANS .. :. :.'- .. : .. .. .. : .. .. 4 16 15 MIE LANS - - . .,.. .. .. .. ,,:CYLINDRICAL. .. .. t .. ` :SHAFT ABOVE - � • :[31.1A F F: 5 4 2 1 100% LANS FOR CONS UC ON .. SLAB LP 55.5'ALL AROUND - . .. .. - r' ,r.... .. .TRENCH DRAIN n�• � _ 'FITTING ADAPTER ,1 AM' ORY ENGINEERS,P.C. Z __ DU-.M.nssncriOs�'rs ' �• ... .. 't', TRENCH DRAIN SEE _ ... DETAILS ON SHEET" .. _ f "HOSE BIBB INSTALLATION DETAIL NOT TO SCALE .. .. M !- PURPOSE ..SLAB HIGH POINT.. ..« .. .+ ,L. .:a `, _ j _._ - — __-_ \\\ EL 56'IALL AROUND) x. ',: TWIDE ACCESS *SAMPLING ( .. ) .. _ .. • .. .. .. .. .. . COTUIT WATER '.> DOOR SINK SYSTEM 2 S. IMPROVEMENTS INSULATED PIPING I _ SAMPLING TAP;CORPORATION < , , ENCLOSURE— , .. .. ,_ .. .. .. .. .. - . _ .. .. :'- .• \•C I . .. .. DRAIN PIPE THROUGH .. f .. •. .. �� NTO,PIPE _ Y`16"OVERFLOW � ` i. -. TAPPED DIRECFL - 12"OUTLET ` - - -- �� VERTICAL TANUFATURERANK \. MANUFACTURER TO BARREL(TYP I � L e + VERTICAL RUN' - x L RUN � T _. SPLASH PAD` F. COTUIT; MA 02635 TYPE FPIPE SUPPORT(SE SLAB LOW POINT ;. DETAILTHIS SHEET) AND TRENCH GRATE ^ CONCRETE a. ... .. �_ .: .. 55.5 FINISHED FLOOR .. ... .Access RAMP' - PREPARED FOR APPROVEDABC DRY: _ .• CHEMICAL FIRE '" PRESSUR 2E.- - - COUPLING $TL - - ...: ' EXTINGUISER 4' : TRANSMITTER.', - ... .. ... .. FROM ENTRANCE 'TAP .. .. - .. .. . .—._J", CONCRETE OVERFLOW s.. DOORWAY SPLASH PAD - s _ .. s DEPARTMENT .. .. .. .. .. .. - - -THICKEN CONCRETE HOSIBB \ LIMI OFCONCR ` FLOORSLAB(SEE 1"COPpQ CONCRETE TRENCH(BELOW) .. O t. 4-DI DETAILTHIS SHEET) DRAWIItlG TITLE ". I I 2 _ .. -. .. ..: /. PIPING PLAN ... ... - : MESH SS I SCREEN NOTES: -' 90'ELBOW WITH � INSECT �� - '',; SL 1 ��FLOOR DRAIN SHALL BE SIZED AS 'SHOWN ON THIS SHEET AND SHALL BE R EQUAL TO PRESSURE TRANSMITTER : ".3 4 - I CABINET i FLOOR DRRAIN ERIES SHALL BE OATED CAST - —- w I I I O L .... .. IRON DRAIN WITH DOUBLE DRAINAGE t/2"=t' 0 FLANGE,WEEPHOLES,BOTTOM OUTLET, - O H I' I j N .,O 2c ., -' ROUND TOP;HEAVY DUTY LOOSE SET - 1 0' 1 2'.'.3 a 5 6 -7 P TRAP � � 0 I ._ P`l,�<s ._ - _ FLOOR:D RAIN _ ANTI-TILTING SUPER FLO GRATE WITH ., 3/8"=t' 0'jr o �F9 y9 - PERIMETER DRAINAGE SLOTS, LE— AIAEOTS PROVIDE .. c NOT TOSCALE - FLASHING CLAMP DEVICE AS REQUIRED. 9,F. , CONCRETE7REHCfiDETAIL.SHEET DESIGNER: )WB CHECKED e - w�RHK E acuix USS 3. °. .g: .. -; M-1 - - .. .. .. '*, .. .. .. ENGINEER: GFK 'DATE. .: .. - .. .. _ TBD. a TANK.LOWER PIPING A �o?�GARRET�`'°y� SCALE 8 u Digitally signed by Garrett Keegan o KEEBAN. . 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". .. .. MECHANICAL -' .HATCH. .. -__.. _. ..._.___. WATERSTOP FOR FINISH SEE FOR FINISH SEE SEAL AT A' FFj. "' - ... SPECIFICATIONS,INSIDE WA ... SPECIFICATIONS,' LL yo '' '' - 'PROCESS PIPING&PAINTING INSIDE PROCESS' - STAINLESS STEEL& _ NEOPRENE HANK EXPLOSION PROOF AND OVERFLOW EL.224.5 NAVD � - PIPING AND W". ,' :. : ASH DOWN AREAS ... ... ... PAINTING .. .. ... ... F -' NEOPRENE - :.. .. :...___ -.._ _.. TOP CAPACITY LINE E 'STAINLESS STEEL& � y ' ALARM EL 222 5 NAVD MECHANICAL � OHO AREA 1 L:22151JAV0" SEAL' FINISHED:FLOO.R�� "�f _ p - o x _ LOCUS PLAN INSIDE ACCESS - :.TUBE LADDER .. :. .. .. .. ..,n :. .(SEE NOTE#2) .. �60"_DIA.ACCESS TUBE ' _ pW Norro scACE .. o ... .. ... �. .. .. .. s .. .. : .p x .. to a Green Seal Environmental,Inc. t� 1/4"STEEL;SLEEGE �" 114 State Road,BuildingB" W "1/4" WITH 4-4"x 2'x i/4 - - FA Sa amore Beach,MA 02562. 3J 1 .... z ... ... ... - .. - a W .. LUGS WELDLEEVE .. B W F , �,o. - Tel:(508)'888-6034 . .. i � .. � ".. .. .. .. .. .. � .. .. .. COORDINATE SLEEVE SIZE C&O.D.OF PIPE WITH '' Fax:(508),888-1506- " WO 3 o c= 1/2 WALLTHICKNESS 1vw.gsee MECHANICAL SEAL MFR: u ,wcom j BOTTOM • F .. _ 300,000 GAL.CAPACITY .. + .. , po 08"' .. .. .. .. .. - .. i 'CAPACITY LINE _'R SPHEROID SHAPED TANK- - - '" _ -, .. ., "STANDARD DIAMETER OFTANK-46' .. TYPICAL WALL SLEEVE DETAIL TYPICAL FLOOR AND DECK SLEEVE DETAIL DOUBLE CURVED KNUCKLE _ - :NOT TO SCALE LE " .. O .. :. .WITH SMOOTH TRANSITION .'~ .. - * .. .. .. .. - c" ACCESS MANHOLE - NO `DATE COMMENT REVISIONS - 24'DIA.HINGED .. .. .. .. ,,, 1 2'15 SOR D SIGNPLANS - "� :.: .. ... .. ... .. ... .. ... .. .. _ .. 2 12 15 75%�DESIGN PLANS .. ... :.: ... O - ... _ ..: ." .. .. - 3 2 9 15 95R:DESIGN PLANS . �� NOT TO SCALE LL c r .. .. ' ...'PAINTERS RINGS ... .. .. .. .. .. ... .. P .P - - 4 411 115100R ITPLANS—FOR N C NS UCTION - .. 24"DIAMETER RAINPROOF - W. .. SHAFT DOOR ,� ... .. ." TOP PLATFORM .. .. .. .. .. .. W/30"DIA.MANHOLE - AM RY,ENGINEERS,p. .. .. .. .. .. .. - .. .. ODUXBUW.NMS HUSf r ... x .... .:OR TWIDE WALKWAY :. - ... .0 ' "" •' SHAFTUIDDER" -" —REST PLATFORM,SPACED AT MAX.30'APART (SEE NOTE#2):. TANK MAN .. - .. .. .. .. ' .. . 'PURPOSE: - .. - DY DETERMINED .. .. .. TA MANUFACTURE IAMETER OF SHAFT TO BE DETE NED- - " ... :. :. T ""- BYTANKMANUFACTURER ' .. - ACCESS TUBE COTUI 1 WATER "TANK DIAMETER '' w. . _ ... ... .;. ... - -' VARIABLE ORIFICE : .... .-SYSTEM .. .'_. . .. .30 DIA,MANHOLE .. .. .. .. .. .. .. .. y : .. ' .: CONDENSATE CEILING: - ..INLET NOZZLE .". .. W/DRAIN. .. .HWL = IMPROVEMENTS.';*._ .. .. .. DOUBLE CURVED KNUCKLE :.r .. .. .. - _ .. OCUS _ .. . WITH SMOOTH TRANSITION "' - .. .. :6"DIAMETER OVERFLOW ". .. .. .. .. • - BELL LADDER '-"" W/ELBOW&#4MESHSCREEN "" ACCESS'TUBE • - . C (SEE NOTEH2). .. .. I ... O.TUIT; MA .. .. - ": 12 DIAMETER RISER'- .RISER PIPE 02635 " .. .. .. _.i. :: .. .. 5'0 ACCESS TUBE .. SAMPLE TAP AND SINK STEEL TO D.I.D.1.COUPLING WITH RESTRAINTS - .. .EXTERIOR LIGHT.PROVIDE.WELDED ALUMINUM '` - "- : .. .. .. .. - .. RE. .. .. - .. . MOUNTING BRACKET AND WELDED.NIPPLE,FOR CONDUIT ' "' - UPPER _ TIDEFLEX AND WIRING,THROUGH WALL'OR CEILING AS NEEDED. 12"GATE VALVE(WITH BYPASS) a "" - io ORIFICE INERTMELETER ENOZZIE V"LABLE _ VARIABLE VIEW A-A LOWER TIDEFLEX VARIABLE � ORIFICE ... 36%80 BELL DOOR - .. .. c y.,: .• ... ORIFICE INLET'NOZZLE INLET - .. ... .. o A Y1 . ..,DIFFERENTIAL PRESSURE TRANSMITTER. ... `. ... ... - - - TUIT WATER .. . a NOZZLE DO .. .. .. .. .` :. ..: OVERFLOW .. .• .. .. i ... .. .. .. RISER .. CROSS .. INFILTRATION "' DEPARTMENT - .. LIMIT OF PIPING .. SWALE S t.. .. .. .. .- ..' -. TO JOINT .. - 4 .. .. .. .. ` SEE SHEET COl TOP FDN.ELEV-56'M.S.L .: �. a ..! .:.: ... .. RISER_ t" .. .. .. .. .. - GRnDE• s Ms.L 'DRAWING TITLE: .. _ .. LET .q^Oq .-j..- _.. :e ,e. ��i. ,WATERFLEX OUTLET. ..... iv z • A N PIPE __�' T ?.. .. .. - .. 7 "CHECK VALVOUT .. »' "CHECKVALVE ... WATERFLEX OUTLET PIPE ES > C .. o p .. 90°FLANGED BEND WITH. :. .. 1 .. .. .. .. I RESTRAINING JOINTS 1. f. LWL c%vALves WATER TANK.DETAIL .. ... : .OUTLET CHE KVALVE HEC ... .. .. . 1. 2 PIPE JOINTS REQUIRED _. .. _ .. .. " w '• `"1 ` NOTES:DIAMETER OF SUPPORT BELLAND DIMENSIONS OF FOUNDATION AND MATING FLANGE: .. ... WITHIN S'OF RINGWALL—. : ... ... .. .. ti .. SHALL BE DETERMINED BY THE TANK MANUFACTURER BASED UPON BY OTHERS - i INLET�OILJTUT PI ` THE RECOMMENDATIONS IN THE SOILS REPORT: - f - - .RINGWALLOPENING I " 2. A STAINLESS STEEL"SAF T-CLIMB"LADDER SAFETY DEVICE" "" E - .Accessruee� NOT TO SCALE ' L .. .. 'SUPPORT CONE .. .. .. (CONSISTING OF HARNESS,LANYARD,AND ALL.REQUIRED.- ;SUPP,O 4: ..� - -'DIA.BELL=NOTE 1 A ROVI .. .. .. ' ACCESSORIES)SH LL BE P DED; • NOTES: - "' 3. SEE SPECIFICATIONS FOR OPTIONAL ACCESSORIES AND ALTERNATE' ... z "":'• .. :.: -' • :ITEMS.. "' "TO BE SUP1. FINAL IPL ED BY RED VALVE COMPANY_NG SYSTEM DESIGN AND ALL PPO _ DESIGNER )WB" CHECKED;BY: RHK OUTSIDE DIA.FOUNDATION=NOTE 1' - ... .s VIEW B-B :: .. •. .. .. .. � �FRONT ELEVATION'. :2: DO NOT USE THIS DRAWING FOR CONSTRUCTIONI ORAWINGLAT IONS .. .. .. -• - " 'FLOOR PLAN BASED ON A 35'BASE DIAMETER.ACTUAL DIAMETER - - - INTENDED AS A GENERAL REPRESENTATION ONLY.• � 4- AND FLOOR PLAN LAYOUT TO BE DETERMINED BY TANK j E m .. - ... , ,. -- - QUANTITY,SIZE, LOCATIONS,AND DISCHARGE "" eELuxo �nuis FIFENANc . .a. MANUFACTuaeR_ ANGLES OF.TIDEFLEX INLET NOZZLES AND OUTLET:CHECK: ? .. .. ." BASED ON HYDRAULICS,MIXING:. ENGINEER: ,GFK ,DATE: .. 5. CONTRACTOR TO PROVIDE FOUNDATION DESIGN.REQUIREMENTS :,. MIXING SYSTEM DETAIL .: PEDESTAL SPHEROID WATER TANK DETAIL. NCRETE RINGWALL,BASE SLAB,OVER-EXCAVATION,PILES, : .. :� .. . NOT TO SCALE AND TURNOVER CRITERIACB RAULICS,M - d •. .. FOR AS REQUIRED.BY CONTRACTOR'S DESIGN. - :4: CARBON AND STAINLESS PIPE,SECTIONS MAY SUPPLIED G TBD, 3 NDT To'SCALE ,WITH'PLAIN ENDS TO BE BUTT:WELDED IN THE FIELD. T„oP o .. .. .. .. : .. .. .. .. $°�QRR N cy�tr KEE .. g Digitally signed by Garrett Keegan No....: SCALE: A5 SHOWN" DN:cn=Garrett Keegan,o=Green Seal /� nvironmental,Inc.,OU, ONAL .. :.: .. _ - ails gkeegan@gseenv.com,c US 'n Date:2015.04.16:17:47:01-04'00'. .. ET M04 " SHE CENY NO E�0.3.E i� MIN .. - .. 11'-4" _ 3/4"PLYWOOD DECK O AREA 2 ... /.: .: 1, a4@24'O.0 / - f ILL I - 16 O.C.2'X10" j . - ;. ,. .. .. . :.� � - .. S.H.EETROC K "f '• 8"WIDE M A SONRY (SEE 2 Elowl ' ¢�3¢ . .. a UNIT HEATER MODEL OMARK ANUH 032+ _ _ O� .) WITH INTEGRAL THERMOSTAT,SEE SHEET I -'\'_� i \• - _ - oo` AREA / \ LOCUS LAN \ /i -j-. _-_ \ mental,Inc. .. __ �-- ------- -, - - -- - I "L"BARS NOT *Sreen l 14 Stto RoadBuildin B A 025 seowN SEE agamore Beach,M 62. .. • , .... ... .;;. \ .:.. _ ♦ % - SECTION 2 THIS', Tel:(508)888-6034 Fax:'(508)888 1506 ... .�.. ... ... � � :": '.:�.�. x•Yvw.gseenv.com f E. - �' 20'-SO"MIN. �41100 �\: 6'-0"WIDER 7'0'HIGH MIN.' I "' ':\ HOLLOWMETAL DOOR: . .. ... G 's - 20.,0' ,, to PIm m.wate.�tA„d a t.,,,..w w,muo,.wt m,tl,n st. B 3/4 e SECTION 1 NO e•DATE�OMMENT Nm mvgencb NB,tM,E,gFw' WiDtH Z.: \\ .. \` ... .. .. SCALE:3 8"=1 0 A-1 .. - .. PRECAST ORCONCRETE FILLED - : 1•' NS 7 REVISIONSA \ - \ • P T JOI 3 9 7. P A .LINTEL OVER DOOR(SEE. - .. DETAIL THIS SHEET) 8"C.MjU:WALL.. T} .. .. - .. } •- _ .. '`_ "•"' \ \- ,I _(•J - �R30 FIBERGLASS,INSULATION - +' - r a WITH 6'MIL.POLY VAPOR BARRIER - X14"SOLID CMU 16 2 "O.C. .. .. _ is/+B r' s/+B RE WENT AMORY:ENGINEERS,P.C. STRAPPING @ 16' .MA9^v4CHUs s .. I' ... ... .. .. , OC SOLIDMU'IRP ouxeuF+v�- err RAME'TYP FRAME PROF? . ... .. .. .. --,_., FRAME 'NOT SCALE E - SGLE:. 3•�1'-0•LE DOUBLE LAYER OF}"TYPE%:: ?: _ 2"%4"TOP PLATE..."• COTUIT WATER .. GYPSUM I _..- \._ I ... -. _ '\ -, I. --:J%� - i"DIA.ANCRORBOLT @ 48 .:SYSTEM T 'OPTIONAL CMU INFIL EACH .. /-. M BOARD,PAINTED • _ --._T_ _ - . #4 @ 24 - G CONT.{"TYPE K GYPSUM j - P.C.,SET 5"INTO GROUT _OR LEAVE OPEN / FASTENED TO �� IMPRO MENTS. --,--SIDE _ BOARD PLATE �� 90 CONTINUOUS U-BEAD .. ,LOCUS: :.. .. 1 ' _ TUI , TANK.PLAN. . . _ MOLDING((TVP,I p/I VARIES:SEE.FLOOR PLAN- .. .. \/ �� .. - T; Iyl ... SCALE:1/4„_1,0��. , .I \\ \ _i ? <. 8":HOLLOWCORE CMU C002635:14 - .. r: CENTERED .. .. F1 LL CORES WITH GROUT .. .. ..I .. STANDARD CMU:SEE \ W HERE STEEL .CIENW R LD 1 .. .. - FLOOR PLANS FOR ... .. .. ... ' N WALL 8"C.M.U.WALL BELOW(TYP.).V ? ..v< .. .. ... - - -.�.. THICKNESS ... ... .. HORIZONTAL JOINT - \ _ / OTHER CORES WITH - PREPARED FOR: t -. REINFORCEMENT @ 16"O.C. \ \ / j STYROFOAM qp v < :: : - : HOR¢oNrALIOINr _ GROUT FILLED CORE - ^ \ - v \ INSULATION INSERTS - - •- ,, _ /' CINFOR[EMENT AT I6 _ .. TYPICIAL MASONRY.IWALLCEI REINFORCEMENT � ?-- - - �... ... . _.—_... • _ _ .. .. .. ... .. .. DETAIL -. ./ .- AIL FOR SIZE AND SPACING '; � ::: \ COTUIT WATER: .. .. .. .. ...PRECAST DR CONCRETEFILLED .. NGAT ..� .. DEPARTMENT -VERTICAL REINFORCI .. .. - cM:M.UNTELWITH,zps ..�. .. -EACHSIOE:OFDOOROPENING 1� ,D MEN.: ` • '. .. .. \ •MASONRY LAP'. .. .. .. SPLICE TVP (. ). : .. 2.'X30'_- 4 _ .. BACKER;BOT(SIDES - ' .. ... - TITLE. 1 1•I 2'4'{TEAR NG10 T DRAWING .. CELL S� ' @D.C. 16"p > HORIZONTAL JOINT 6 DOOR AS SCHEDULED . - - - " _ .- p ...�ENFERINOPENING - �- ... _ - � �� - •� - TOP OF � REINFORCEMENT - GROUTFILL ... .. __ .. .>•.• ... GROUT LIFT.' .. •. .. - -,�. - MASONRY TIES,EVERY .. z". PLANS-SECTIONS!AND s OTHERCOURSE_ .. ... RECESSED : ). < - - .. .. .. FRAME BEYOND : : KEY .. -. : l .. - .. .. .. ..DETAILS .. STEEL DOOR HEAD DETAIL > ` Digitally Signed by Garrett Keega SCALE:1-1/2". 1'-Ol' CENTERED " 'L'-" "'---i ON:cn=Garrett Keegan,o=Green '- - - IN WALL —' " .. - _ \.1`Seal Environmental,Inc.,ou; - .. -, :.. .. -- 6'-0"WIDE X7'-0 HIGH - ?, .. HOLLOW METAL DOOR _ - .emaliw,gkeegan@gseenv.com,c jS- . VERTICAL .REINFORCING AS .. .. ,.:. .. .,. '' ��/,j//���"9'/. Date:2015.04.16 17:47:35-04 00.. . 1X3 .. INDICA INDICATED TY'PICALVASONRY.WALL-REINFORCING 1}I I REINFORCING AN, " / j - STRAPPING - .. .. l7 .._ ... 3NSTALLST:RAKE GROUT AND .. .. ... I' .. CHECKED:BY:'RHK . l z , .. - ... ... ,_ ... .. ... - .. #4"N.BAR 24'OC 'DESIGNER:.I W B _ .. ... INSTALL SEALANT _ @ IAMB BLOCK:GROUT - - .. FILLSOLID : .. .. - - .. .. .. -:i. .. .. ) LE.3/4_ 1 0 - STEELFRAME.. : .: : ... : .. ? < RIISS .. . .. • I... -i .6r BDLNB KIFDGYO CENTER IN OPENING MASONRY REINFORCEMENT _ '/ y X X- /\ /\ - - : �\ I -. �' CONCRETE FLOOR - BAR LAP LENGTH SCHEDULE \ ib @ T4 r �ous X.•. GRournusoup : ^� \``... �./. .< a5@7YE.W. ENGINEER: ., :DATE: - w X :/. ... BA#3ZE LAP LEONGT '`�'�./ —'' / TBD. :. H ... .:: ' `. \ - CONPNUO E GFK ..' e , ?+ - PROVIDE BASEANCHORAT - ���` "1 X3"STRAPPING .r ... .. _ .. ..FRAME BOTTOM _ _ • .ti ... p as z'-B„ �� - _ �L , : ?err t'cm pQQ \ -` . .V:.. STANDARD CMU:SEE .- WIRE ANCHOR ATIAMB .. .. .. - a6 3'O" .. " I .1 .� ��. .. WKEEGANEFITT F FLooR PLAN FOR .. . ... ... .. ... _ �= KEEP PLYWOOD D .- 4 .- THICKNESS : .` :':. .: _ .. .,. - ::: : - - - -_ AND JOISTS A . ...• CIVIL "; .._1. ' . as 3'a"• �_ of as. N 4aoe9' 0 AS SHOWN ... .... .... MINIM 5,q o .: a8 4-0 .. - I OF TANK WALL, F .. ..,.. __._ "'D, olsreaE6\d�¢- ... .. .. .. .. .#B: '4'.B,„ .. � SIONAL EN .. .. 26....• " #, LI PLAN SHEET:: _ STEEL DOORJAMB DETAIL "' � . . G FRAMIN SECTION z - aoi „ „ ,i.' ... ... .. .. .. - SCALE:3/8„=.V-0"� .. .. - .. CEI N �: w. .. .. SCALE:1-1/2 =1-0 ..: .. I- ... .. ... ... "'. .. SCALE:3/8"_1 0'. A_1 u�Tis�n 4mrnxasP.c. - GHTING FIXTURE SCHEDULE : .. - o ._AREA 2 . .. .. : .. .. LMULIN EGI INGEN HEIGHTS.SHALL BE AS INDICATED - - DESCRIPTION CATALOG NUMBER BPS . .. .. - ... ... .. .. UNLESS SHOWN OTHERWISE ON .. ..NUMBER TYPE VOLTS WATTS. ... .. .. . ... .' ... DRAWINGS OR ARCHITECTURAL EIEVAl10NS � TYPE"' :.: REMARKS.. .. :. .: SEXEIMCE TO REMAI UTILITY POLE AND _ ... .. - .. - 'ALL SYMBOLS MAY NOT BE SHOWN ON PLANS LED DAY BRITE A WALLPACK WR90LUMC3WfMD180PCR:..: _ 120 90 OVER DOOR DE VERTICAL MOUNTING I LED ..: _ fir. tiiq' .4'FLUORESCENT - 2 7B: .. 120" (2)32 /H'r>qF�f .- .. .... : RACEWAY TO PANE1110ARD rob'GENOIES PANEL.'1,3s' VAPO R ST G542J11zo0'F - - S AND WIRING SINGLE PHASE HOMERUNS '�� DENOTES NUMBER OF#12AWG(J CONDUCTORS I N MIINIMUMM3E4'C.FNO SLASH .. DENOTES CIRCUIT NUMBERS, SLASH .. 4 MARKS INDICATE 2#12:&1812G-3/4C UNLESS INDICATED/OTHERWISE' - C POLE M I: YH 120 15D PROVIDE WITH 12'POLE .. :. MGB: T - LUMINAIRE MOUNTED '- PAESlOH15OMH1208RA .: IRO 2 ... - P4-2 MULTI-POLE NMERUN TO PANELBOARD.'PC DENOTES PANEL,"2'DENOTES �. - - 6 ATS- _. --fH+ CIROUR NUMBER,20 AMP 3 ROTE C/B.NUMBER:OF SLASH.MARKS DENOTES - � o AREA 1' Pi 20/J WG CONDUCTORS IN WET-LOCATION STONCO CF e .. NUMBER Of 817A MINIMUM.3/4'C: M - .. 'JELLY JAR' VWXL42HFLEBI: 1 � 42 s. ... .. .: .. 90 .. .. .. .. .. .' ,. - .. .. .. (GY) .. .. - 1. GREEN GROUND CONDUCTOR NOT INDICATED BUT SKU BE INCLUDED IN LED EXIT SIGN WITH INTEGRAL, EACH RACEWAY.:SIZE SHALL BE 1ZAWG UNLESS INDICATED OTHERWISE: ® BATTERY BACK-UP CHLORIDE 1 LED 120 3.8 - .. ER60MLOIRW _ .. - L—�— . HH - —E— 21t0,B10G EMERGENCY ONLY-WIRING . " t—f——Z _. .. _ .. - � �� t e e� GrGeen Sea] rivvonmental,Inc. 3/1§Ij6G.1 1/27C. - - 3i1&106G: - —UGS= SECONDARY.CONDUCT DUCT BANK - -" UN _ - 2 INC.: 120 7.2 114 Staie Road,Building B WET LOCATION JO,BELOW:GRADE _ - $agamore Beach,MA 02562 :. :. .. .. .. .. — .HONE E CONDUIT DUCT '- .. - .. .. .. .. .. _ RE.. - - 7 �TELEP SERVICE BANK .. Tel(508)888 6034 EMERGENCY BATTERY CHLORIDE WET LOCATION VNX12N 14 WP REMOTE EMERGENCY FlXTU CHLORIDE .. .. .. .. .. .' .. .. .. .. INC. _ .. .. ... .. ... .. .. .. .. ., ... LOCATION 122 H .. POWER RISER.DIAGRAM : ::: . : aw5g8�R�g'�o5m6 . .. .. .. �1 'WET'LOFA ON '. VW R P � 2 �� 12�� 5.4 LIGHTING FIXTURES o. P.u�tl.. .. .. .. .. - ... -. ACC FLUORESCENT LIGHTING FIXTURE CEIUNG OR RECESSED MOUNTED. A'DENOTES .. .. - �.i.. °orq"`r"'` �• aekr io o 2,1 FIXTURE TYPE,'2'DENOTES CIRCUIT NUMBER,V DENOTES SWITCH CONTROL, ...eron. - KEYED:NOTES: .. .. ,. .. •. .._D EXISTING 100 AMP SERVICE.TO REMAIN. .. .. .. .. .. .. ., ,.FO WPLL'MOUNTED LIGHTING FIXTURE .. - .. .. .._ .. .. .. - .. e.. ......r .. .. EXISTING HANDHOIE TO REMAIN., - .�� WALL WASH OR DIRECTIONAL LIGHTING FIXTURE - - ' - .w. REVISIONS 3Q EXISTING METER PEDESTAL TO.BE RELOCATED.SEE COI SITE PLAN FOR.LOCATION. - - - - .. . .. .. .. .. ILLUMINATED. SIN- () - .. .. F'® WALL MOUNTED ILL LED IXR SHADING INDICATES FACE PULE S.. .. .. W��507, .PLANS , Q PROVIDE KOHLER MODEL#8RESV-NATURAL:GAS,FIRED;120/24OVOLT,SINGLE PHASE 3 - - f� p - - WIRE. :. a .. - .: ." ;EMER LIG ROVIIDIE CCESSORI SUAND MOUNRONG HARDWARE:FOR ALL FIXTURES. 11..R WIRING IS S OWNR ON DI WNGS ONLN FOR SP OUTES OR SPECIAL: NSLANSGENCY BATTERY UNIT .. .. DITI .. .. .. ..REMOTE ENERGENLY ONLY LIGM HEADS 'SINGLEOR DOUBLERS SNOWN®TRANSFER SWITCH WITH 1fi POLE 100 AMP.LOAD CENTER.KOHLER .. .''.. .. .. ,2.,'COlIX6 SHALL'BE AS SEIECTm BY ARCHITECT.' CON ONES'BRXT-J-F-N-A-0100-8.PROVIDE WITH(10)20A/lP.(1)20A/2P CIRCUIT.. : : .. .: - I:• WEATHER PROOF EMERGENCY ONLY LIGHT FIXTURE .. .. INDICATED WITH BREAKERS.. 3. COORDINATE EXA ECT PRIOR TO ROUGH- UMBERS AND PANEL� � -� � � � � � � 2�-WIPoNG�AND CONDUCT SHALLBE REQUIRID BETWEEN ALE OLIRETS O CONS UCTION ...: ... ... ... -.:: .. CT:LOCATION WITH ARCHITECT IN: :.: ..CIRCUIT N DESIGNATIONS. . :.: .. ... .. .._.. :. .- .. POLE MOUNTED FIXTURE .. - .. -.. ©PROVIDE 100 AMP'MAIN:CIRCUIT BREAKER. '.•: - '.: 4. ALL COMPACT FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE- 3.aALL SWITCH CONTROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS ' .-Q SITE LIGHTING _ � .REQUIRED. BEN... .. - - '. .. .. .. BE 3500'K .. ewnmarncmEanwceEsouarss,uc 8 PROVIDE A GROUNDING ELECTRODE SYSTEM,PROVIDE 1'6:CU'GROUND TO FOUNDATION : : •° - 4 - u . STEE4 METAWC WATER PIPE GROUND RING AND:DRIVEN 10•CU GROUND ROD. ', ._ CUME T A COMPLETE BRANCH G �,y�e09 TOGGLE SWITCHES (MOUNTED 4B•AFF) e r 1e1> r 1 1H 5 ALL SHALL ALTHOUGH ALL.BRANCH CIRCUIT WIRING AND CONDUCT IS NOT SHOWN,R IS THE INTENT Of THESE'00 NTS'TH4 H CIRCUR-WIRIN SYSTEM BE INSTALLED. r xa¢nmee r.wimvm SINGLE POLE TOGGLE SWITCH,Tc'DENOTES FIXTURE .. WITH "cb' a DENOTES INTEGRAL OCCUPANCY SENSOR. : 5.. A GREEN GROUNDING CONDUCTOR SHALL BE RUN WIIH'ALL CIRCUITS.VERIFY , - - - - - - DUCT SIZE TO ENSURER NEUTRAL AND U E .S3-- THREE WAY TOGGLE SWITCH .. .. .. .. .. :. : ... .•. ..: : "� :.: GROUND CONDUCTORS. ' CAN ACCGMMODATE ALL PHASE,N P RPOS 54- .FOUR WAY TOGGLE SWITCH .. .. .. .. .. .. .. .. .. ..- .. - 6. PROVIDE A NEUTRAL"'CONDUCTOR TO ALL NEW LIGHTING SWITCH;BOXES'PER NEC - .. ... ARTICLE 404.2:.: . COTUIT:VVATER c MOUNTED 18 AFF OR - '' ALL 15A AND 20A 125V RECEPTACLES IN NON-DWELLING SYSTEM .' .. .. .:.' a.., .. .. EJ N ARCHITECTURAL PLANS) INDICA .. - -. .. - .. ?. SHALL BE-GFCI PROTECTED PERNEC ARTICLE 210.8(B). - .. -IMPROVEMENTS .. . RE TALL �D CEP .. .. _ _ ICI 2 DUPLEX RECEPTACLE,'2'DENOTES CIRCUIT NUMBER, -GF1. WR •GF1'DENOTES GROUND FAULT:CIRCUR INTERRUPTER . .i ... : .. : .. TYPE DEVICE.'IG'DENOTES ISOLATED GROUND TYPE _ .. .. .. ... - ..- ... ... :DEVICE,YAP'DENOTES'WEATHER'PROOF COVER, ... - � LOCUS: i ® -0. SPECIAL PURPOSE RECEPTACLE,16-30'DENOTES:TYPE,SEE POWER - .. .. .. .' L6 3- _PLANS FOR EXACT TYPES _. ..'Y .. -.COTUIT, MA - .. 4 : _ 02'635 ROWER DISTRIBUTION EQUIPMENT ., . . PREPARED.. ` . '.. P RED FOR:. :.DISTRIBUTION PANEL - _ .. _ .. .. .. .. .. _. .. - :8•-B'OR-LOWER ... .. .. _. .. .. .. � PANELI30PR0 SURFACE MOUNTED : OTUITWATER .. .. ;. ,,r ' ": PANELBOARD,RUSH MOUNTED EMERGENCY. IXR COUNG - .. PENDANT MTD. CDEPAR DEPARTMENT . 'JUNCTION BOX,SIZED PER NEC :LIGHTING UNIT PROVIDE G r .. .. y . .. ,y. . .. :. ..... .. :.: .. .. 2� MOTOR.-•2'DENOTES HORSEPOWER FIRE AUDIO/.—IEJ_EXIT_ ..WHERE EEDS BN-6CDG .. UAL LOAD TI TLE. ® MINIMUMCS MOTOR STARTER WITH ENCLOSURE. APPLIANCE ,I. .. ... •. .d .. ... .. ... NSTARTGH W .:FIRE ALARM-MANUAL—mt.ero-Q W ... .:, ... ... - ro DENOTES PILOT MANUAL MOTOR WITH 7HERMAL�OVER AIL PHONE „_ .. , .. .. . :. .." ENO LIGHT: .. � .. I .. .. ... ... 3 _ DENOTES .. �of1 L .. S NON FUSED DISCONNECT,SWITCH:"JO/3'D SWITCH .. MIN..42•. DRAWING .ELECTRICAL NOTES .. .. .. .. .. 30 AMP/3 POLE _� 54 EL STATION - - ..B0•.: xa AMP Fuses rA o END CL I� :FUSED DISCONNECT SWITCH:'30/20/3'DENOTES LIMJOA IT UTLETr i pq TO,� : AND LEG -. .. 30/20/3 30 AMP/3 POLE SWITCH, .: RECEPTACLE 18 COUNTER TOP -- - --- - - .. COMBINATION MAGNETIC:STARTER'AND FUSED -� FLOOR DISCONNECT SWITCH:SIZE;OF STARIER,'SWITCH �' FINISHED FL .. .. .. .. FUSE AS .. .. .. .. . ., .. .. AND REQUIRED .:.: :. - 'L{QIES: .INSTALL DEVICES ON ONE COMMON VERTICAL CENTERLINE. .. ... .. 2 INSTALL DEVICES AT TH6 HDGHT.WHEREVER APPLICABLE MISCELLANEOUS DETAIL OF TYPICAL DEVICE MOUNTING HEIGHTS TUTS .. .. .. - '. .. .. .. .. .. .. .. �ti JUNCTION BOX WITH FLEXIBLE CONNECTION.. , .' .. .. .. DE6- .. CHECKED BY: RHK.. .. .. TO EQUIPMENT .. .. / D EXHAUST TAN . ... .. ... ... .. .. .. .. CPCONTROL PANEL .. .. .. .. .. ._ ... ... w�� - ENGINEER:: ATE. PULL BOX--SIZED PER NEC FOR CONDUITS. .. .. PB .. .. .. .. G .... .... .... .... .. ENTERING AND LEAVING .. ... E MRP D TBD ... .. ... .. .: :`. PHOTO-CELL - :. .. .. :. " .. TIME CLOCK .. .. .. .. .. _. 1 =20-0 .. .. .. .. J .. SCALE: SHEET: E00 ... .. ... .. .. • ... .. .. .. .. .. .. .. 11R11Y 9. .. o AREA 2' UT � - :. .. .. .. .. .. -. .. p0 . :.: .. ., yo ------------ AREA1 4. LOCUS PLAN . ee Green Sea)Environmental Inc. tat 114SeRoad,B'ildmgB. .- - . .. .. .. \ 0 ... ... amore Beach MA Fit. g 'Tei:(508)888 6034025 .. \ .. � ../'.. .. .. .. .. / .. .. �\ \.. .. .. Fac:(508)888-1506 ' 'Sa 62 3 °1NREVISIONS. , d'D / NO DATE COMMENT ��IR �.: //� .. 1 1 15 507..DESIGN PLANS .. .. .. :. . GFl .. .. .. l/i."F:l! .. . ___ .. 2 12.15 759.DESIGN.PLANS t w. 1 \ / \ 3 9 15 959.D SIGN'PIA NS 4 I 1 PERMITPLANS 5 4 2 1 1007.PLANS-FOR CONSTRUCTION.. .. 36.. WP I gE .R: .. .. ;.+• - I .. .. .. j I. I. .. .. .. / 'k �' 1 .. .. .. .. a I .� :ewnrvcExcuarxwc xEswrxo-s,wc - B - - .. .. x.E;�euoms '.o�u� r' - .. .. .. .. .. .. .. .. I 1 r.m„oaua T w,.wvsoo WP I - e sonnwnr� e.wlm.ews. m I PURPOSE: - I 1 I COTUIT WATER SYSTEM . IMPROVEMENTS I \ 3MIN:f o` LOCUS: HIA :.: .. �1 MAINTAIN 3 MIN.CLEARANCE — i . . P13 026 T M " ' 3 IN FRONT OF SCAOA/MONITORING: QO ` UI A :COT .. - PANEL j .. •. .. '. � .. 1. .. .� .1 �, _ .. . �� .. .. l E P1 .. .. - - .. E , R OR COTUIT TER i A t ol DEPARTMEN .. � .. . .LOCATE ADJACENT.TO',. , .. �' ., .. .. - __-_ _ -i'r B I'. .. .. .. .. .. .. .. ' ACCESS LADDER. `' —\\ \`� \\\ 1. _ _ _ / i \ I. I i ..�. :.' •_/_ .. _ .. ., .. .. .. .. .. � .. .. .. DRAWING TITLE. .. .. - - ' }I . '-j A/D CU'ROUND. .. .. .. .. POWER,CONTROL AND 'LIGHTING PLAN — --- a: POWER, CONTROL AND LIGHTING PLAN .: ..TANK PO .... _ .... .... .. :.SCALE:1/4,_1,O, . - .. .: .. .. .. .. .. .. .. DESIGNER: DEC. ...CHECKED BY: RHK-' . 'TANK LIGHTING-AND RECEPTACLE ELEVATION SCALE:NOT-TO SCALE :. ..' :. - :. -:' - .. •KEYED NOTES: �.-- .. WELL AND 10'x3/4`COOPER CLAD GROUND ROD(TYPICAL FOR 4): - - IXO ERMIC CONNECTION TO GROUND,RING.(TYPICAL). : ENGINEER:: ATE. TBDr '©PRONDE UNIT HEATER SUSPENDED FROM STRUCTURE OMARN/MUH 0321.PROVIDE � �� �� �� < .. .. WITH INTEGRAL THERMOSTAT.. .. .. E ER D ©((HANDHOLENWITMS'COMMUNICATIONSMMU�N�RTIO LE ... - ':�. ::: - , 5 E WATERPROOF(TYPICAL). S ,/-"c SGAAS SHOWN ,1 _ E.STUB OUT TO A 3'% - .: .. ., + . ': -.:SQ ALL DEVICES HALL B E.EC R H , :©ALL CONDUIT BOXES,FITTINGS ETC.SHALL.BE RSC WITH PVC COATING(TYPICAL). SHEET: E01 -. .. -. - ' _ ... .. Fr Fcmrel SPcnnr.r•,ONc. .. A 1. WHERE NRMALLY�SUBJECTED TO UNDERWRITER'S ... - .. 03 NRNISHIDORAIOTORS,IHOTOR STARTER AND CONTROL VEVICES. RAT - SLID OR LABELING SERVICES.BE SO - . . K Ng LABO ORY INC.LI .. ; y - .. �" PART 1 -GENERAL - - SPEC:CONNECTEDATIO EQUIPMENT FURNISHED CONTRACTOR OTHER WILL EREDIVISIONS OF 7H LISTED OR LABELED. 0 AREA 2 .. ..' 1.01 - .GENERAL REQUIREMENTS .. -• CTS AS REOUIREO BY BLEMISH D .. - A4 UNCTION BO% - .. C .. . .. .. ;N .: .. . ._. .. _ .. DWIRE DRAWINGS O CODE. AA . .:JUNCTON JUNCTION AND PULL BOXES SHALL BE PROVIDED WHERE .. ' ELECTRICAL OR WILL ERECT AND E Y UXIUARY.NOTOR DISCONNE 2. :BE WITHOUT H OR DEFECT. _ A w A THESE SPECIFICATIONS AND,DRAWINGS ARE INTENDED TO SERVE JOINTLY INDICATED OR P R NECESSARY R` AS A BASIS UPON WHICH THE CONTRACTO HALL SUBMIT A PRICE - �' ' -' . . FOR MATERIACAND'LABOR PROVISIONS. •, FINISH PANTING. .. N Of EQUIPMENT OR �. .. .. . .. .. .. 6, SPECIFIED oAN E WIRING: � � LIGHT AND . .. .. S. E WITH NATI C. TELEPHONE/DATA DATA WIRING AND DENIES. ""� RPOSESEW USED NIMTENL'T�UTHORIUTION POWER C o �> , .I. -: . : :.': :B, IT IS:NOT INTENDED THAT THE PLANS OR SPECIFICATION SHOW ORI. 4. BE INACCORDANCE WITH THE LATEST APPLICABLE NE_MA:� . ELECTRIC COD : 1. m 3. �9j'b .- STATE EVERY MAILED REQUIREMENT OF THE WORK.BUT RATHER THAT 1.04 .. .- STANDARD. .. .. . . THE . .COD PERMITS ND INS.INSPECTIONS . ..- . :... • SZAF. INSTALLATION :. - _: - "' ": THEY FURNISH ADEQUATE INFORMATION FOR AN EXPERIENCED -" . " 11 ALL BOXES SHALL BE SIZED IN ACCORDANCE ONAL E :: . '.CONTRACTOR TO PROVIDE A COMPLETELY ACCEPTABLE INSTALLATION. A ELECTRICAL WORK SHALL COMPLY WITH THE APPLICABLE .PROVED .B I .. .. .. THE GENERAL CONDITIONS FORM APART OF THESE SPECIFICATIONS" REQUIREMENTS R THE STATE.ELECTRICALS CODE,IACAL 5 BE AP BY UILDING MANAGER R OWNER 205 OUTLET D%ES `��' WHETHER ATTACHED HERETO OR NDT,SHALL BE CAREFULLY EXAMINED :: C. FOR ITEMS WHICH ARE TO BEINSTALLED BUT NOT PURCHASED AS . A.:STEEL PULL AND JUNCTION BOXES SHALL BE:FABRICATED:FROM : .. • ::. ,: AN OTH AUTHORITIES ERCISIN JU SDICTION S -; .. ; ,. ;, : :. BEFORE SUBMITTING A'PROPOSAL:WHERE GENERAL CONDITIONS.r:. .. .. ORDINANCES OVER ALLCONSTRUCTION WORK AND THE PRQIECT. E E WORN ICAL WO :STEEL INTERIOROLNOCATIONS SHALL BE CODE_GAUGES GALVANIZED%E •-• CLAUSES ARE REPUTED IN THIS SECTION,R SHALL BE UNDERSTOOD: -. INCLUDE:TM _ ,, . ".:SHEET STEEL " W OHO ,AREA 1 ' .' .. . .. AS SPEC ATTENTION T THEM, A ER .. " .. .. ' . .. .. CALLING SPECIAL 0 0 E.OR AS FURTHER B. NOTHING CONTAINED IN THESE SPECIFICATIONS'OR PUNS SHALL. TIH ' c O "' " - "- q I : QUALIFICATION,AND SHALL NOT BE ASSUMED AS OMITTING ANY OTHER 1• .: - :. BE SO CONSTRUED TO CONFLICT WITH ANY LOM:MUNICIPAL '' B. BOXES SHALL CONTAIN SUITABLE KNOCKOUTS.BARRIERS SHALL BE ;. o J}F� ELECTRICAL ,THE ELECTR RK SHALL .. .. . COOR01 THEIR DELIVERY E NATION R . -, CLAUSES.. NO GENERAL CONDITIONS REFERRING TO THE WORK AND NATIONAL BOARD OF THE FIRE UNDERWRITERS REGULATIONS y INTERNAL WIRING AS MAY BE- 0 q0 :.: INCLUDED HEREIN SHALL BE CONSIDERED.AS WANED UNLESS GOVERNING THE INSTALLATION OF WORK SPECIFIED HEREIN"ALL - RgTI FURNISHED AS REQUIRE BY CODE .A 5 90 SPECIFICALLY STATED HEREIN.- ..,.I - ",. SUCH'LAWS.ORDINANCES,AND REGULATIONS,WHERE.THEY APPLY - - u - " ER.FlELD:MW(EUP PAID 1 D .. .. . . .. I . .- . . - -. . - I . :- - . . . .: TO THIS WORK,ARE HEREBY:INCORPORATED:INTO AND MADE A GAUGE OF 0 CONDUCTORS THEREIN,EXCEPT WHERE NOTED TOBE r THEIR NECESSATTT.FOR THEIR.OPERATION.ON C LOCUS PLAN PART OF THE SPECIFICATIONS.ALL SUCH REQUIREMENTS SHALL BE : D. .FURNISHED AND RACEWAY AND SUPPORTING:SYSTALL SHALLALS - - 1. C. BEFORE SUBMITiING:P.ROPOSN.,EXAMINE ALL PLANS RELATING TO THIS :-LARGER,THE MINIMUM BOX SIZE SHALL BE 4'-SQUARE�BE 1 . .• . ,,- + :.: .. .. SATISFIED NO AODI SE TO OWNER. DE ... R TIWN BE DM . WORK,VERIFY ALL'GOVERNING CONDITIONS A7 THE SITE,BECOME FULLY- ED AT TIONALIXPEN THE OW •": -•FNIfTI ACCESSORIES NECESSARY PROM :1 T2•DEEP:COVERS GRATE SOLBS.SHALL LIED - r+orro scnu_ ; INFORMED AS 70 THE EXTENT AND CHARACTER R THE WORK REQUIRED r B Green Seal Environmental,Inc. ' UED . . - _. . ".. . .- .. - AND ITS RELATION.TO THE WORK OF OTHER TRADES.SUBMISSION OF A." " C. ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE - . T. B� IN.FURNISHED EACH FCSONDCIIOANS v POPE1tADN INSTALLATION,AS -; 0 MULTIPLE SECTIONS E AVAILABLE T - 4 State:Road, B : : COST PROPOSAL(BID)WILL . O CONSIDERATION EVIDENCE VALLHE GRANTED SITE - OBTAINED,PAD FOR,AND AI A THE COMPLETION DESCRIBED HEREIN, UI D.ING TAD ON THE OWNER.S AND/OR AS: I1 g APPROVED BY:1HE BUILDING MANAGER OR OWNER. D. WHERE REQUIRED-AND APPROVED BYTHE ENGINEER,E%IRA DE1F Sa amore Beach,MA 02562 FOREXAMINATIONYAL HAS BEEN MADE.NO CONSIDERATION MATERIALS BE RANTED R THE WORK.: _ pA $ OR EXTRA SHALLOW:OUTLET.BOXES:SHALL BE USED TO FAGUTATE -" - 11 �- > � FOR ANY ALLEGED MISUNDERSTANDING OF THE MATERIALS TO BE � � �� � � � �� �" . '" '� - � .Tel:(508)888-6034 ' FURNISHED"FOR WORK TO BE DONE IT BEING UNDERSTOOD THAT THE D. COORDINATE ALL SERVICE WORK WITH THE LOCAL UTLIY.. E THE DRAWINGS ARE DIAGRAMMATIC AND GENERALLY INDICATIVE OF THE INSTALLATION OF THE CONDOR SYSTEM. . . . . . . ... . .. . ... .. SUBMISSION OF A PROPOSAL IS AN.AGREEMENT TO'ALL CONDITIONS . COMPANIES.ALL WORK INCLUDING BUT NOT LIMITED TO.PRIMARY THE WORK TO BE INSTALLED,BUT DO NOT SHOW ALL BENDS, 4 Fex:(508)868,1506 "PRONGS,AND BOXES WHICH MAY BE REQUIRED:THE CONTRACTOR/ .1. . fASTENINCS.SUPPORTS.AND HANGERS ww see. . . REFERRED 10 HEREIN:OR INDICATED ON THE PLANS. - - B . ., � � ELECTRIC OUCT"BANKS,TRANSFORMER PADS,MANHOLES/PULL � SHALL CAREFULLY INVESTIGATE THE JOB CONDITIONS INCLUDING- �- .. . ... .+ .. .- ... is .• �- _ .. . .. .. .. .. BOXES,ME7ERID,PROTECTION BOLlANDS AND TELEPHONE/CABLE ,"STRUCTURAL AND FINISH CONDITIONS AFFECTING ALL HIS WORK: - . AJ!ALL PARTS:OF THE ELECTRICAL INSTALLATION.SHALL BE', ... •.... .':_.. ... . 0. PROPOSAL MUST INCLUDE EVERYTHING REQUIRED TO PROVIDE A -r .' - u -' .' .." . COMPLETE INSTALLATION AS.CONIEMPLATED IN A SPECIRCATONS.AND' . N SERVICE L OUST BANKS SHALL O THE UOC IN ACCORDANCE ., AND ARRANE THE SAME gCCOR0INGLY,"FURNISHING SUCH .:ADEQUATELY SUPPORTED FROM.THE BUILDING CONSTRUCTION. «,ram« 1• , .. ., - .. .. - REQUIREMENTS OF THE l0 .. S AS E REQUIRE .. '� _. PLANS:WHETHER SPECIFICALLY SHOWN OR'SPEGFlED OR NOT. WITH THE LATEST REQUIR CAL UTILITY. .. FITTINGS,BOXES AND SIMILAR-ITEM MAY BE 0 70. USING APPROVED CLAMP SCREWS BOLT THE INSERTS OF "_ _ . « . . m c�a<wrmni�' ..n e.':�e�i m r«`."wue. INCLUDED ARE LABOR,MATERIALS,EQUIPMENT;LIGHTS;TOOLS, COMPANIES. : MEET SUCH:CONDITIONS. EXPANSION ANCHORS,-EXPANSION BOLTS AND TOGGLE BOLTS.7N+ u,eo,b - ,--. .,mv, .. .. SCAFFOLDING,ETC.NECESSARY 70 COMPLETE INSTALLATION OF 1.05 GUARANTEES AND CERTIFICATKNNS 2.02 WIRING MATERIALS NO CASE SHALL THE HUNG CFlLING:METABERS OR WIRES BE USED nv am.e.in, «.%«.er,.,,, - EVERYTHING DESCRIBED,SHOWN OR REASONABLY IMPLIED. - TO SUP . F - "' _ .... .. .. .' .. ... '.. .. .. . • ." _ _ A ALL WORK.SHALL BE GUARANTEEDTO BE FREE FROM.DETECTS, A WIRE AND.CABLE*SHALL.BE COPPER RATED FOR 600 VODS. _ -. "�' °n•'+" ". .. .. .. _ . :.: ::- _ s ". .' .;` - ." :: E ANY DISCREPANCIES BETWEEN THESE SPECIFICATIONS AND THE .. _ p .. N FOR B CIRCUITS - 5 DEFECTIVE MATERIALS OR WORKMANSHIP,AS WELL AS DAMAGE T -TYPE:THH RANCH C ITS AND.XHHW-FOR FEEDERS. ALL FASTENING.SUPPORTS.CLAMPS,ANCHORS,AND REM ` "' A . •t - -- " .: ACCOMPANYING PUNS.W THESE SPECIFICATIONS AND PLANS AND THE .THE WORK OF ANY/ALL TRADES RESULTING FROM THE SAME, -- •SHALL-BE OF TYPE SUITABLE FOR THE PURPOSE. REVISIONS m.+ " "' SPECIFlCATIONS:OF OTHER-TRADES,-SHALL BE BROUGHT TO THE:.: 110N D.W1R WG AND - ��, � � B. a r< . RE SHALL BE REPLACED OR REPAIRED.AS DIRECTED FOR DURATION B.'WIRE AWG AND SMALLER SHALL BE SOU E 88 A - N01 DATE COMMENT V ' ..-� - '' ' > OF ONE YEAR,FROM THE DATE:OF ACCEPTANCE LARGER SHALL BE STRANDED. '"2.67. WIRING DEVICES. j - . . �. ATTENTION OF THE.ARCHITECT PRIOR TO THE SUBMISSION OF THE BID:.. .- ., .. .. - - ISPLANS,• . .. .. . ." . .. . .. . .. .. . .. .. TO . . . . . .. . .. . . . , .. • FAILURE TO COMPLY WITH THE ABOVE SHALL ALLOW-THE ARCHITECT -A ALL DEVICES SHALL BE:SPECIFICATION GRADE U.L APPROVED. -- . - . 'I - MAKE A FINAL AND BINDING DECISION AT A LITER.DATE AND NO B. THEwDATE OF ACCEPTANCE SHALL BE THE DATE OF THE:FINAL r C. WIRING SHALL.BE:CONSISTENTLY COLOR CODED THROUGHOUT.FOR: 3 1 15 75 DESIGN.P ,' .` .. PAYMENT FOR.THE WORK OR THE DATE OF A FORMAL NOTICE R 0/208 VOLT:SYSTEMS,URUZE RED,BLUE.BUCK FOR LINE B P 1 4 2 19 115 PE% NDT PILANSLA ALLOWANCE WILL C GIVETN IF THE MORE IXPENSNE'OF THE REAL IN R-.. �:. ". ELL 0 � " _ - .. . P _ . ...,. .... ACCEPTANCE WHATEVER IS EARLIER 20/277 . , + .. -. QUESTION IS SELECTED. ....` .- - .; (��H)CO , " CONDUCTORS WHITE FOR NEUTRAL CONDUCTOR ��� 5 4 2 15 100%PLANS FOR SCONSTRUCTION LEG SKALL.BE TELY ' - '' ' ' "' '- F. THE WORK CALLED.FOR IN THESE.PUNS AND SPECIFICATIONS SHALL; - -CONDUCTOR SHALL BE GREEN FOR I277/480V SYSTEMS,UTIUZE C.••RE EAPPROVED CLE,21 AMP,2 POLE,3 WIRE DUPLEX,1125 VOLT.' C. NQH DURABLE ITEMS,SUCH AS�ELECTRIC WJPS,SHALL BE REPLACED UP TO THE DATE OF:ACCEPTANCE,:SUCH THAT THEY 'ORANGE YELLOW FOR LINE'PHASE CONDUCTORS,AND " ..j , . . ;•.. • . , ''": ,' - BE COORDINATED WITH THE ARRANGED,WORK OF ALL RELATED' .SHALL RAVE HAD NO MORE THAN 100 HOURS USE PRIOR TO THIS '.BROWN, (PHASE) ":GROUND TYPE.HUBBELL OR APPROVED EQUAL. - TRADES,AND SHALL BE SO ARRANGED THAT THERE WILL BE No' GREY OR NEUTRAL CONDUCTOR.GROUND:CONDUCTOR SHAH BE : -. .. . .. .. - D BE APP - IN THE PROPER INSTALLATION AND COMPLETION OF ANY PART OF EACH I. - : GREEN WITH YELLOW TRACER DATE. BETS .. .. . . ., RESPECTIVE WORN.WHEREIN IT MAY BE INTERRELATED WITH.THIS -1:06" "SHOP ORAWINGS'AND EQUIPMENTSUBMISSIONS- ARCHITECT PRI PURCHASE/INSTALLATION. '- - CONTRACT ALL WORK CAN PROCEED IN ITS'NATURAL SEQUENCE - "' D. MINIMUM SIZE V _ WITHOUT UNNECESSARY DELAY.THE CONTRACTOR 6 RESPONSIBLE FOR A PRIOR TO PURCHASING PITY EQUIPMENT OR MATERIAL,A:UST OF 1, UGHIING AND POWER:B12 AWG,UNLESS OTHERWISE - - ' . H �"Nn 11-m-a - _ ANY ADDITIONAL COST AND DELAYS IN THE WORN RESULTING FROM THEIR.MANUFACTURERS SHALL BE SUBMITTED FOR.APPROVAL -' INDICATED. . - S .:.r mnomw -T wlsa. ' . E THE E.C.SHALL PROGRAMOCCUPANCY SENSORS TO THE ON OF .. .• .' .. .. ` , .. N OR WORK R 0 .. B: PRIOR TO ASSEMBLING OR INSTAWND THE WORK,'CATALOG. .. .. VIDE(4).HOURSEOF TRAINING TO MTHE UTENAD..ALL .� "-*-�lu.®' ...wei ... -.. : ,. SUBSTITUTION UNDER THIS DIVISION:INCLUDING..BUT NOT LIMITED T0, SATIS - - . . '• ANY CHANGES;INDECISION;INSTALLATION E W THEE:. ' 2; CONTROL'014 AWG. .. '" - - ,-' A" ," TRADES: ... REQUIRED ::? ;'OCCUPANCY SENSORS SHALL BE FULLY PROGRAMMED AT TIME;OF : } . . 3. .. E. . INFORMATION AND FACTORY ASSEMBLY DRAWINGS,AS REQUIR 'T' : :FINAL PUNCH UST PURPOS ' FOR A COMPLETE EXPLANATION ANDDESCRIPTION OF ALL j20 VOIi CIRCUIS.OVER 100 FEET IN LENGTH AND 277 . ,, - I .• ITEMS OF EQUIPMENT,SHALL BE - - - ., C. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC(EXCEPT WHERE VOLT CIRCUITS"OVER 200 FEET IN LENGTH FROM THE POINT 2.D8 CROUNOINC ER ." . " .. .. ... . .-. . . DIMENSIONED)ANDINDICATE THE GENERAL ARRANGEMENT OF SYSIEIA .. OF SUPPLY TO THE FlRST.OURET SHALL BE/10 AWC. • p .1 ...FIXTURES,DEVICES,DEVICES AND : - " SUBMITTED FOR APPROVAL . : AND.WRK.FOLLOW ARCHITECTURAL STRUCTURAL AND C. FIELD9NSTAUATION,DRAWINGS AS REQUIRED 70 EXPLAIN:FULLY ALL ENCLOSURES-AND NON CURRENT METALLIC PARTS COT- WAIT -: - MANUFACTURER'S SHOP DRAWINGS FOR CRATER ACCURACY CRSU - E. SPUDS IN BRANCH CIRCUIT WORK SFWL BE MADE BY MUD OF Of ELECTRICAL EQUIPMENT,RACEWAY'SYSTEMS AND EQUIPMENT -< : : -: : .. : ... . ENGINEER IN CASE OF DOUBT OR CONVICT,UNLESS,NOTED,FIXED L7 - ALL PROCEDURES EMS N ERECTING,MO TYPE'R'"SCOTCHLOLK•ELECTRICAL TYPE GROUND BUSES SHALL ST EFFECTIVELY ROUNDED TO THE "' - _ .. . SYSTEM - .. + .. .. .. .' DIMENSIONS ARE BASED ON THE PRODUCT OF ONE MANUFACTURER, CONNECTING ALL ITEMS OF - BUILDING GROUNDING SYSTEMS THROUGH THE SYSTEM GROUND ... .• - .. .. .. .. .. - - . . ".. . - . . ."" . .. WN .. .. .. .. TYPE WITH .CONDUCTORS:METALLIC CONDUITS AND OTHER RACEWAYS AND- IMPR VE .. MOUNTING AND _ - VERIFY DIMENSIONS WTIN'THE SHOP.ORAL GS OF THE MATERIAL "' - "" F- ELECTR"ICPL INSULATION TAPE SHALL.BE VINYL PLASTIC.- O "M.E TUTS'`' ACTUALLY APPROVED OR PURCHASED. - D;' NO EQUIPMENT SHALL BE:FABRICAIED,DELIVERED,ERECTED,OR PRESSURE ADHESIVE'SCOTCH•ELECTRICAL TYPE, ::ENCLOSURES:FOR CONDUCTORS SHALL BE METALUC,ALLOY JOINED . ,,,, . '.. : -.: : : - - RAWINGS APPROVED BY THE - "To INTO A CONTINUOUS ELECTRICAL CONDUCTOR;AS:TO _, : - - - : - ". - RECONNECTED SHOP DRAWING N THE NUMBER DIRECTED SHALL BE I" :PROVIDE INTO ELECTRICAL CONTINUITY. - . .. I .. H. EXACT LOCATION OF ALL EQUIPMENT,PANELS,PULL BOXES,FEEDERS,. � SUBMITTED FOR THE FOLLOWING: .G. BRANCH CIRCUITRY NUMBERS INDICATED ON THE DRAWINGS ONE LOCUS: s .. .. .. .. , .. . . OWNER .. _ .. .. _ FIXTURES,ETC.,SHALL BE APPROVED BY TI1E.AIICHRELT,AND MULTI GIRCUR"HOMERUNS ARE FOR IDENTIFICATION OF DEVICES B. GROUND CONTINUITY D THROUGHOUT -" - "- PRIOR TO THE INSTALLATION OF THE SAME: : : -" OR EQUIPMENT THEY ARE CONNECTED TO AND DO NOT . ... . . - ... - ... . 1: LIGHTING FIXTURES. 4. WIRE AND CABLE-- _ MANTANE NUIIY:SMALL BE. . . _ . . NECESSARILY R TO PAN CIRCUIT NUMBERS. ..". .... .... CIRCUIT.:.:I.: CONTRACTOR SMALL FURNISH ALL NECESSARY OUTLETS,SUPPORTS, _ 2:.WIRING DEVICES ANO ' ' :- ASSIGNMENT OF BRANCH CIRCUIT D NUMBERS SHALL ART OF 2.09 LIGHTING FlXNRES, ""_ "" " I ..: - '.. .:" ".FITTINGS,AND ACCESSORIES TO FULFILL.APPLICABLE,CODES; a PLATES. , ", S .. .. THIS WORK AND INDICATED ON PANEL DIRECTORIES.BRANCH � ". '. U IT, M - PANEL • - "• " I .. . .; EGUUTIONS,AND THE BEST.PRACTICES OF THE TIWDE FOR 1 ,;.; "CIRCUITS SHALL BE CONNECTED TO CIRCUITS ON PANELBOARDS ALL.LIGHTING,FIXTURES S WHOLLY WITH .THE ° ": R :: : : .: - : - INSTALLATION R ALL ELECTRICAL WORN. . ... _ "' A3. CONDUIT,BOXES,AND - 6, SSAfETY BREAKESWITCHES AND MOTOR - SO AS TO SECURE A REASONABLE BALANCE ON THE THREE a':CODE, D SHALL BE L APPROVED. A CO02635 : , . .. . .. .. - ,. .. .. :. :. .. STARTERS - .... .. . FIT11NG5 E FIXTURES SHALL BE AP 0 E - .'PHASES.WHERE MORE THAN ONE CIRCUIT, ;" THE STALE ELECTRIC - ' J. EXPOSED CONDUITS CAN BE INSTALLED BUT IN NO CASE SHALL BE E. IT SHALL BE UNDERSTOOD THACAPPROVAL OF DRAWINGS WILL NEUTRAL S INSTALLED IN THE NODR EACH PHASE WI - -' ._ ,INSTALLED LESS THAN NINE FEET ABOVE THE FINISHED FLOOR OR AS -- ER OR THE OWNER 70 THE FINAL. .. "" SMALL .. ENT LEG R THE C. ALL LIGHTING FIXTURES SHALL BE FURNISHED PANDRINSTPALLED PREPARED"FOR: " :.: ": '.' :: : :: . ... NOTED:CONDUITS INSTALLED IN THE AREA WHERE HUNG CEILING OR - NOT.BIND.THE ENGINE .. BE CONNECTED TO A DIFFER CO" U SYSTEM. R .: : H. AND RA INDICA " ACCEPTANCE OF SUCH EQUIPMENT AS THE COMPLETED': COMPLETE WITH NECESSARY COMPONENTS,ACCESSORIES,AND OTHER FURRED SPACES ARE INDICATED SHALL:BE INSTALLED INSTALLATION AND TEST OF EQUIPMENT AS A WHOLE MUST BE-" H ALL EKED AND TAGGED BE COLOR NCDED THROUGHOUT AND " - " . . _ CONCEALED.SHOULD ANY WORK REOUIRE.SUBSEQUENT MODIFICATION NUMBERED AND TAGGED AT EACH JUNCTION BOX,PULL BOX - ELECT OF CORRECT TYPE .. . .:.. ..- PROVIDED AND CURRANT®HEREIN AS SPECIFIED: ELECTRICAL DRAWINGS.,;E - - + OR,RELOCATION TO AVOID INTERFERENCE OR CONVICTS WITH OTHER - PANEL.AND DEVICE WITH SUITABLE FIREPROOF TAGS OR ADHESIVE: " "' ' ... . .. '"-' .. � . :.. ... :: " ' "" " 'WORK,SUCH CHANGES SHALL BE MADE WITHOUT-ADDITIONAL COST TO ._.. .1.07" - SAMPIES- , - ...IDENTI CATION-BANDS. D.-:FIXTURES SHALL BE CAREFULLY SUPPORTED AND ALIGNED WITH - ..COTUITrWATER" :::1 . I: .." ° `i THE OWNER. -q; .A UPON REQUEST BY ARCHITECT R OWNER,SUBMIT FOR APPROVAL :2.OS CONDUITS AND RACEWAYS . -':NECESSARY.HANGERS,SUPPORTING MEMBERS-AND FRAMES FOR • . * ON SAMPLE OF CM 0 W ' TIER ,ALL AS RE APPROVED.-' '" E U FTHE:FOLLOING:, :PR INSTALLATION QUIRED,ANDASAP D. DEPARTMENT - - [ N. ANY NECESSARY ELECTRICAL SERVICE INTERRUPTIONS SHALL BE AT A: _ -"- - .. . " .. .. " , - .' TIME CONVENIENT TO THE BUILDINGOWNER. •.- GALVAN ED NDUIT .. .. ." . UtD TIGHT .. • .. .. . ' _ ... ._ 1. .EACH.TYPE.OF.LIGHTING FIXTURE - A 'CONTINUOUS COPPER BONDIDIZCONOUCTO"R�SHALL BEmUSEO FOR E. ALL FlXNRES SHALL BE PROPERLY.WIRED AND CONNECTED TO •^ .. "' ; ;+-:. - CATIONS BRANCH CIRCA R OPERATION. .. L; ALL.PENETRATIONS THROUGH SLABS AND FIRE;RATED:PARTRIONS SHALL 2•:EACH TYPE OF WIRING DEVICE. CONNECTIONS IO;MO70R5 AND OTHER LO WHERE HIS'TESTED AND FOR . - . : . :. -. . .. -'. .:.: ' BE FIRE STOPPED USING APPROVED METHOD TO MAINTAIN THE FIRE .. DEVICE .. VI TI - .. E .. E _ .. .. . ''.' . -... RESISTANCE RAID. ... '" AS-BUILT DRAWINGS - . . .. . .. .. . , .. .. .. .. E DRAWINGS ." .. .. + 108 3 B. UEBESSpa F1nRVFISEMIENALDIO TED OR SPECIFIED ALL WI�RI PPS � FOR TYPE,MAK •AND"UANiITI OF LIGHTING Fl%TURES .. .. .. _ .,. . .. G TI TIE. FALL PLATE - - r � r -" ' M. THE E.C.SNAIL CAL;fOR A;FlNAL;PUNCH-LIST WHEN ALL ELECTRICAL. .p THE CONTRACTOR SHALL;WRHIN 15.DAIS OF,THE COMPLETION Of - O E, E,- QUANTITIES - H4LL'+ REQUIRED,SEE ELECTRICAL cs AND sPEQIFlcanoNs. .DRAWIN . . , .. . ... I ... . CHASES AND FURRED SPACESCWHEN EVER POSSIBLE � G. 'FIXTURES AID/OR FIXTURE OUTLET BOXES SHALL BE PROVIDED ' . .-. WORK IS COMPLETE.IN THE EVENT REPRESENTATIVES.OF.THIS OFFICE THE PROJECT AND PRIOR TO REQUESTING FINAL PAYMENT,SUBMIT ' '.' : '- "' ARRIVE AT THE.SITE AND DEEM WORK IS NOT SUFFICIENTLY COMPLETE; ''" AS-BUILT DRAWINGS OF THE-ACTUAL INSTALLATION OF THE OF TH. WITH E HANGERS PROVIDE A SUP LEMENTAL SUPPORTS PER ALTELY SUPP09T THE COMPLETE L . . ,C. CONDUIT AND FITTINGS SHALL CONFORM.TO LATEST ACCEPTABLE "" p -- - .. _ 10 . - ,. . .. . ". .- . . . . .. .. .. NO REVIEW/PUNCH-LIST WILL OCCUR.THE E.C.WILL BE RESPONSIBLE' ELECTRICAL WORK.THREE(3)PAPER SETS OF DRAWINGS,SAME -- STATE S HAVING JURISDICTION.. .. " CAL AND'STATE "' "- '� SPECIFICATIONS - . . : I -, :-; FOR ALL COSTS ASSOCIATED WITH RESCHEDUUNG'THE PUNCH-UST. SCALE.AS'THE.DESIGNS UNLESS OTHERWISE INDICATEDIN THE CODE PND.ALL:OI. CODE CIION., :LO ATE COCODES.... 1.02 SCOPE OF WORK SPECIFICATIONS,.AND THREE(3)CO DISKS WITH AutoCAD 2007:OR D. CONDOR SHALL BE 3/4'•TRADE SIZE MINIMUM.UNLESS H. ALL FLUORESCENT LIGHTING FTXTURES SHALL HAVE ENERGY SAVING . " .. . . :. - .. - :. LATER VERSIONS F THE AS- ARE Q OTHE D .. SAVING CVSS .. .. .. .. .. 4 "- ": "" 0 GUILTS ERE REQUIRED , LALPS AND SOLID STATE ELECIRONIb ENERGY P A' WITHOUT INTENDING 70 LIAR AND/OR RESTRICT THE SCOPE OF WORK SUBMISSION.TO THE ARCHITECT ENGINEER. r- • :BALLASTS RWISE'INDICAIED OR SPECIFIED. 11 1. "' + REQUIRED AND SOLELY FOR- CONVENIENCE OF THE CONTRACTOR, ••. .-" - E--ALL CONDUITS�WHICH ARE TO REMAIN EMPTY FOR MURE � . ''' '• '- GENERAL COMP A PULL ' . :'. ." . ' - : ; .. ' .: FOLLOWING: EIS/E. OF THE .. LINE IDENTIFICATION GRAVID AT BOTHEENDSO.VI'DED W" :CXRCURG BREAK R WITH LOCKING TYPESEPARATE CIRCA . THIS SHALL;IN 1:09 IESIS ; • 1: R"PROVIDE ,"L . .. .. . . . . ." :. :A BEFORE AN APPLICATION FOR THE"FINAL ACCEPTANCE .... ... . ... 1. INSTALLATION OF' ELECTRICAL DISTRIBUTION SYSTEM ANO PANELS. .. ... .. ... .. .. WORK W1LL BE CONSIDERED;ALL TESTS DEEMED NECESSARY BY " . . . . . . .. .. .. . . .. .. p .. .. .. .. .. ::: : I :. 2. FURNISHING AND INSTALLING NEW LIGHTING FIXTURES AND LAMPS. _ SREL JACKEIFD METAL CLAD CABLE CAN CBE-ISED FOR LIGHTING :': . . .. .THE ARCHITECT TO SHOW'PROPER OF THE WORK- SH4LL HAVE B@1 PERFORMED AND WMPIETED IN THE:PRESENCE " AND APPLIANCE BRANCH-CIRCUITRY IN VOIDS R CEILING AND Of AN ARCHITECT'S REPRESENTATNE..SCHEDULE Of ALL;TESTING � PARTITIONS,"PROVIDED'TINT THIS TYPE OF WIRING IS ACCEPTABLE' '' - •- 3. FURNISHING AND INSTALLING NEWFEEOERS,CONDUITS,BRANCH PROCEDURES SMALL BE ARRANGED TO SUIT THE CONVENIENCE R TO THE LOCH'BUILDING OFFICIAL OR HIS REPRESENTATIVE. . .. .. BETWEEN ANCONDUIT - "GIRCUR WIRING,ETC. " .. .. .. ... .. .THE.ARCHITECT. .. �' ,��"RIGID GALVANIZED STEEL(RCS)CONDUIT SHALL CONFORM TO UL' A. PROVIDE BY BRIT FIRE ES9H SHIELD,INC.,OR DOW CORNING CORP.AS • '. I' : 4. FURNISHING AND'INSTAUINC NEW RACEWAYS,OUTLET BOXES,WIRING ' "B. ANY DEFECTS OR DEFICIENCIES:DISCOVERED IN ANY OF THE G 6.FITTINGS SHALL BE THREADED. :.:FOLLOWS: VIER-DEC' B'RH . .. . • .. " • I• • " AND CONNECTIONS FOR LIGHTING FIXTURES,SWITCHES,AND- .: ELECTRICAL W_ORK SHALL BE.CORRECTED. : _ - . "" RECEPTACLES.- "1 - ''' " •`H. 1242;FOMTE METALLIC CONDOR(IMC)SHALL CONFORM.TO UL - "' .. .. .. .. .. .. .. .. .. .. .. .. .1.10 - IDEDFlCATION ""- .. . 1242 FITTIN D .. .. _ .. .. .. a lam,ua .DESIGNER:,(� CHECKS a : " ' L7r . _ .. R SHML"BE THREADS. SUUNT DOW CORNING SILICONE RN FOAM. .:.: T DOW CORNING 96 OBt RN SILICONE ADHESIVE -oaw aver - - � ' : 5. PROVIDE CONNECTIONS TO ALL ELECTRICAL EQU19JENT:NRNISHED BY p NRNISH AND INSTALS: '- - - 3 MINERAL FIBER BOARD,MATTING AND PUTTY : ENGINEER: �/IRP DAIS: " : I - ". : OTHER TRADES OR BY THE OWNER. TIC COVERS - L ICAL METAl11C TUBING(OEMTN SHALL CONFORM TO UL 7D7. B. PROVIDE WATERPROOFlNGOf ALL MATFRIAIS WHICH PENETRATE A MOOR, \ - , 1. -' - " ' ' - N G COMPRESSION TYPE EXTERIOR WALL SUB OR ROOF ALL SHALL EXTEND ELECTRICAL-CONIRACTOR SHALL STING PANELS.INDI TYPEWRITTEN"DIRECTORIES BEHIND TRANSPARENT PVS 6 " ..POWER WIRING NR ALL MOTORS,.INCLUDING.INSTALLING ALL ERVED BY INDIVIDUAL¶FUG FITTINGS SHALE BE GLAND AN'R E FLOOR OR ROOF .. :. .. .. '' ' ..'. REQUIRED AND MOUNTING R STARTERS, - TIGHT .. . . .. .. .. :: ED DISCONNECT SWITCH. _ ARTERS, CIRCUIT BREAKERS. MIX C CONDOR SHALL CONFORM TO ULL LIQUID IN METAL FRAMES,IN ALL NEW AND IXI '�TYPE AID LOCATION OF LOAD BEING S , .. ;.,: J...FLEXIBLE MET " .. ... FLEXIBLE CONDUIT SHALL CONFORM TO.UL:36D. 3 - INCHES ABOVE TBD 7. FURNISHING AND:INSTAWNG ALL TELEPHONE/DATA SYSTEM CONDUITS,. :B. ALL PARTS OF EQUIPMENT.,SUCH AS PANELS;JUNCTION BOXES, ,, � '" '' .,. '- .. .. .. .. . . .. .. IDENTIFIED By NAME. - .. + .. ., .. .. aawAL ." . SLEEVES AND BOXES. ARMORED CABLE SHALL BE 9O'C RATED CODE TYPE ACTHH WITH-A . -.. •. .. J :; ;.: 8. TEMPORARY LIGHT AND POWER. .:: ATSIIPPL 0.`C TOAD SUPPLIED•,MILAR ITEMS SHALL AET LOAD:ED'LOAD WITH ULE4.C�.RJACKET SUMAL'BE RF4LVA41ZED STEEL ARMOR r /3�pucr+. AS SHOWN K. AR SCALE: CTORS : ACCORDANCE. . .. - . .. ". .. .. 9 .. .. .. .. .. .. .. .. ... . _ : GROUNDING. .:. . SUPPLIED FROM` _ L ALL CONDUIT FTRINGS AND CONNECTORS SHALL 8E STEEL WfTH .. - DIE- 1. FORMED : 10. CUTTING,CHANNEUNG,AND PATCHING. - -- 11 ACCEPTABLE.BUSHINGSESHALC BE PIROVIDEDNAT.P11 CONDOR e7hc��o5V"s- .. . . ' - ''' . - + - 201RT 2 PROQUIPMENT AND MATERIALS. TERMINATIONS.BUSHINGS LARGER THAN 1 s GROUNDING . ... SHEET: . .. . ... 7ERMINATIO GS TAR .' HALL"BE GROUND .. : :I: .. . . RANCH - .. .. . .. "' � � 0. ALL EQUIPMENT AND MATERIALS FOR PERMANENT INSTALLATION _ �� TYPE:PVC BUSHINGS MAY BE UTILIZED ONLY FOR 3/4'8 . . _ ..: SHALL BE THE PRODUCTS OF RECOGNIZED MANUFACTURERS AND .. CIRCUIT CONDUITS TERMINATING AT PANELDOARDS. "- ". ", .. .. .. - .. .- . .. -.. .. . . .. .. ... . .. SHALL BE NEW. .. - . Z. - .. . . .. ' ,. ,. .. . . . . .. . .. .. . .. . . .. ' STORAGE TANK MONITORING PANEL PLC I/O LIST f AREA a EQUIPMENT ::DESCRIPTION/NAMEPLATE INPUT OR ELECTRICAL'. " _ EQUIPMENTITEM,' FU NOTION DESIGNATION I/O TYPE SPECIFICATIONS/REMARKS .. DESIGNATION SCHEDULE �� OUTPUT "CHARACTERISTICS .. .. ,. .. - LOOP POW EREDTRANSM .. _ .. .. - .. .. -.. .. ITTER: '. .. .. ANDS O .. .. r .. .. .. .. .. FOXB0RO IAP/IGP SERIES TRANSMRTER WITH ' .:F SILICONESEAL STAINLESS STEEL ISOLATION - ' ..' .. VALVE .... s .. ." f LEVEL,TRANSMffTER LIT-101 ,LEVEL INDICATION : LI,IAH,LAL INPUT ANALOG 4-20mA 0-300 PSI WORKING PRESSURE RANGE - .. .. .. 0-40 FT OUTPUT SPAN RANGE(LEVEL XX.XX) _ - LOOP POWERED FROM MONITORING PANEL: EXTERNALLY MOUNTED. - - u, OY00AREA - --.. .. _ ' 4-2OnA(HART)CALIBRATED FOR:EFFECTIVE MONITORING. ONITORING PANEL :.LJ, - ... ... ... ... FROM MONITORI .. ..� :: �M � ' y ' ..'OPERATING RANGE OF STORAGE TANK " LOOP POWERED TRANSMITTER:. .. FOXBORO SERIES IA WITH LOCAL LED INDICATOR LO oU5 P�N:. TEMPERATURE TIT-102 TEMPERATURE INDICATION TI,.TAH,TAL INPUT ANALOG 4-20mA. 3-WIRE PLATINUM RTD ZA-103 ZA-104 EA-105 - EA=106 1A-106 lAH-10V 1A1-101 TAH-102 TAL-101 FA-107 .. .- TRANSMITTER.. .. .. .. .. *SB .0,e reen$eal1'snvtrOnmental,10 DEGREES F _ 4 State Road,Building'$ -40TO,+2 M M I. ' OUTPUT LOOP POWERED 4-20mA(HART) _ +BE +BE MBE MBE MBE MBE M8E - MBE+ " + - Tel(08j8803405SUPPLY MAGNETIC DOORSWITCFIES AND � � � � � � � � �� � ��.. .. ORS... MOUNTING HARDWARE FORALL MAN-DO --� - - AND HATCHES + : s 88ee Far 88 1506- nv co .- ... .. , ... .. ...-. .. ALL ... .. .. s <m , o e to�. ..: (UNCTION BOXES CONTAINING •DIGITAL ... - -. ... ... .. -. .. - SYSTEM WIRING SHALL UTILIZE OUTPUT TOOLS TO OW LE MODULE ' TAMPER RESISTANT PIN AND HEX SCREWS. ZS-103 -INPUT SECURITY ZS-103 DOOR INTRUSIONAIARM: ZA - INPUT DISCRETE 24 VDC -- THESE SCREWS PROVIDE TWO OWNER TO OPERATE MODULE .MONITORING. .. .. .:... :: MAGNETIC SWITCHES.FOR DOORS SHALL BEREVISIONS q ... ... MAGNETIC CONTACT W/ARMORED CABLE RATED .:.: "' ZS-104 - - - - ATNEMA4/4 .' '� N1 1 A E5 50%MD SGN PLANS .. MAGNETIC SWITCHES SHALL BE NORMALLY O2 - - 3 219T 1159%)IL, IGN PLANS -• _ - OPEN;HELD CLOSED.ALARM IN_ffIATED WHEN - - 4 16 15 PERMIT PLANS _ . .. .. CONTACT OPENS. ZS-105 - 5 4 2 15 IUU%PLANS—FOR CONSTRUCTION pw SECURITY: - 1 - ZS-104HATCH 1 OPEN ALARM :ZA : INPUT DISCRETE :24 VDC C 2 w. - .MONITORING .... ... f ... zs .. - .i FROM UPS ON-BATTERY .. ° .. - .. .. _ ALARM CONTACT .... .. .. .. .. .. ANALOG. MP.C. `.: .. _ ACT. .F5.107. IN UT: SECURITY :.: - :• -." .. ... - .. 1 FROM UPS LOW .. MODULE .. .. - + .MAssncFtuset-rs .. RY EN - FS � OOuxeuFxr'G MONITORING .:ZS-105 HATCH 2OPEN'ALARM ZA "" INPUT DISCRETE 24'VDC, _. .__ 2 ❑•• —� BATTERY ALARM .. .. .- .. CONTACT A ENGINEERS,P PROVIDE AN APC OR EATON POWERWARE UPS.-. _ _ WITH RELAY CARD TO PROVIDE ALARM FOR UPS UT101 "PURPOSE' . _ .. .. ERY ALARM TIED T. .LOW BATT O PLC... O ER .. .. .. .. .' ',-I1P5511ALL BE SIZED TO OPERATE ALL PANEL-: LIT a� � - COTUIT WAT ` DEVICES,RADIO AND INSTRUMENTS FORA - .. SH - -'.: UPS LOW BATTERY ALARM EAL-106 •.INPUT DISCRETE 24 VDC-: MINIMUM - 'SYSTEM .. .. OF HOUR.M UMO - UNINTERRUPTIBLE UPS SHALL BE INSTALLED IN THE BOTTOM - - MPROVE UPS-306 - THE STORAGE TANK MONITORING PANEL,OF ': .. �TIT 102 +' POWER SUPPLY(UPS) "' : ALLOWING ROOM FOR MAINTENANCE OF PANEL - . ,. .. - - .. .. .. rIT ; -. — .LOCUS: : - - - - - • - - -AND PANEL COMPONENTS. - FROM . OM RELAY MONITORING INCOMING POWER � -�SH � _ t .:.. .. -: .`.. .. +Ps POWERSUPPLY C PANELON UPS POWER . JAL-106. -."' INPUT DISCRETE ..24"VDC "TO" - - TO PLC - of 24VDC,1.2 AMP - .. - "' UITI M PANE - - T O A - UPSLOWBATTERY; L N.G lzLi VAC, - 02635' - ALARM INPUT .. .. .. ,.. .. .. - .. .. .. .. .. .. .. .. LA .. .. .. .. .. .. .. -. . _ - - - PREPARED FOR; ;1 ..PROVIDE FLOW SWITCH TO MONITOR WHEN MA%l B :. STORAGE TANK 4 FS�107 TANK OVERFLOW'AUIRM FA-107 INPUT '' DISCRETE 24.VDC VER L 120VAC FROM L1 '� Ll .. TANKO F OWS DISTRIBUTION PANEL a UPS o . o COTUIT WATER". . DEPARTMENT ' CONSTRUCTION NOTES: - ... .. '.: UTILITY 1. SYSTEM OPERATION OVERVIEW:" .. .."' :. :. .. .. _ _ ._ - OUTLET. .. 1.1. THE STORAGE TANK MONITORING SYSTEM IS AN EXTENSION OF THE COTUIT WATER DEPARTMENT WIRELESS SCADA SYSTEM.THE WORK UNDER THIS CON CT SHALL ALLOW SEAMLESS INTEGRATION,OF THE _ L N NEW PROGRAMMABLE LOGIC CONTROLLER,LOW BAND.FREQUENCY RADIO SYSTEM AND APPURTENANCES INTO THE EXISTING SYSTEM._.. .- _ ... .. "" "' .. ... - -' .. 24 VDC .. .(GFCQ L N - 12 VOLT 1.2. PLC DATA COLLECTED AT THE - - :: :,; RADIO 24A DRAWING TITLE: .. .. ... ... _ ... SUPPLY : (INTELLUTION)iFIX VERSION 2.6 BUILD 4780 WITH NO SERVICE PACKS. - 1.3: THE SCADA SYSTEM USES MODICON 984 PLC:PROCESSORS AT THE TREATMENT PLANT AND REMOTE SITES.NEW PLC AND ASSOCIATED PROGRAMMING SOFTWARE SHALL BE COMPATIBLE WITH THE EXISTING - - EQUIPMENTAND SOFTWARE. - - • ATI O :. :.: :. _ .. .. .. AXTRAC RADIO .. .2. THE COTUIT FIRE DISTRICT'S SCADA SYSTEM IS SERVICED BY: - : - - O'M POWER INPUT SUPPLY T aLl;cpu� INSTRUMENT N POWER AD INSTRUMENTS .. .:.: .. _ -. .. .. FEED .. . - .. .. . - 23BSOUTH MAIN STREET' .. .. .. .. .. .. .. .. .. .. . ... .NEWTON,NH O3858 , .. .. .. .. "' a:: ,: ': ::: SURGE SUPPRESSOREOOR R PORT 1TO RADIO ... .. .. .- ..'' CONTACT: .. .. .. .. _ INPUT .. TOM MCPHERSON,SERVICE REPRESENTATIVE-(603)3824667. : - : - _ II SERIA L DATA UT A MOBILE RADIO MODEM NOT TO SCALE - 3. STORAGE TANK MONITORING PANEL SHALL BE SUPPLIED AND FABRICATED IN ACCORDANCE WITH SECTIONS 16055;16161,:16191 AND 16900 AND REMAINING CONTRACT DOCUMENTS. : TELEDESYN- TS4000A05G15SBR.TS4000 ... 4. CONTRACTOR SHALL PROVIDE A COMPLETE OPERATIONAL STORAGE TANK MONITORING SYSTEM THAT SHALL COMMUNICATE VIA THE COTUIT FIRE DISTRICT'S-EXISTING LOWBAND WIRELESS SYSTEM:' A+ M _ .. .. z ... .. .. .. .. ... .. .. .. .. .. .. F 'DESIGNER: JW13. ..CHECKED RY:"RHK OR EQUAL . 5. CONTRACTOR SHALL PROVIDE ANY HARDWARE,SOFTWARE,PROGRAMMING AND OTHER MATERIALANDSERVICES TO MODIFY THE EXISTINGIFIX SUPERVISORY SOFTWARE INSTALLATION TO ADDTHE NEW RADIO STORAGE TANK SYSTEM TO THE SCADA IMPLEMENTATION.CONTRACTOR SHALL COORDINATE SPECIFIC REQUIREMENTS WITH THE OWNER. .. 3 S...CONTRACTOR SHALL ASSIST TH E OWNER IN MEETING FCC RADIO LICENSING REQUIREMENTS FOR THE NEW RADIO EQUIPMENT. .. .- - .. .. `MOTOROIA NiAXTRAC MODEL . . - y . :.: ... .: :.: ... :.: .. :.: .HUD1734A2 LOW BAND RADIO,OR. 7. PLC AND PANEL SHALL BE CONFIGURED WITH THE FOLLOWING ITEMS TO ACCOMMODATE CURRENT AND FUTURE'NEEDS: EQUALTRANSMIT FREQUENCY-154.45625;�. .. .. .. :: .. .. ENGINEER :DATE: " - �, 7.1. FOUR(4)ANALOG OUTPUTS .... .. .:. .. :. .:r. .. MHZ: .. _ .. ..GFK .i 7.2. FOUR(4)ANALOG INPUTS .. .. .. .. ... .. -. .. .. .. .. . .. .. . . F .. m .. .. 7.3. SIXTEEN{l6124 VDC DIGITAL INPUTS ..: ;_ .. .. .. .. .. .. .. .. .. .. - .. - .. TB�. .. H OF 3 74 SIXTEENSPAREElAYDDTPDTS STORAGETANK MONITORING LOOP DIAGRAM g- Q 75 ONE(I SPARE CPU : :. - .. .. - .. .. .. �y N4ty, S 7 6 ONE(1)SPARE PLC POWER SUPPLY o� GARRETT F. �N J 7.7. ONE(1)SPARE I/O CARD OFEACNTYPE PROVIDED - ; - :_; - - - NOTTOSCALE.. - - _. _ o KEEGAN LE. 7.8. ONE(1)SPARE 24 VDC POWER SUPPLY - - : : - . ND.48OB5 SCALE: S .8. CONTRACTOR SHALL PROVIDE ALL RADIO EQUIPMENT INCLUDINGMODEMS,ANTENNA,ANTENNA CABLE,ANTENNA MOUNTING HARDWARE AND ACCESSORIES.ANTENNA .. NOTE. -. S SHOWN NA SHALL BE INSTALLED BASED ON SITE �- 1. ABOVEDIAGRAM IS NOTINTENDEDTOSHOW ALL ITEMS REUUIREOFORA COMPLETE PANEL PANELSHALLBE CONFIGURED PER V'>�pE'O,STEPEOP o' SHALL INDICATEPROPOSED NCONDUIT ROUTINGS AND STRUCTUMENDED BY THE RADIO RE PENETRATION DT SUPPLIER. ETAILS. DSHOP DRAWINGS SHOWING ANTENNA,ANTENNA MOUNTING'ANTENNA CABLE INSTALLATION.SHOP DRAWING .. THECONTRACTOOCUMENTS.. - Digitally signed by Garrett Keegan.mp 'sJONAI boa` ON:cn=Galrrett Keegan,o=Green SHEET: 9. .MONITORING PANEL SHALL BE NEMA 4XRATED,STAINLESS STEEL,INSTALLED AT LOCATIONSHOWN ON THE ELECTRICAL DRAWINGS .. - .. T$�eal Environmental Inc.ou 1 i 10.-UT.ANOTITINSTRUMENTS SHALL BE MOUNTED OUTSIDETHE MONITORING PANELANDINSTALLEDSO INDICATORS ARE,READILYVIEWABLEBYTHEOPERATOR. •.. .. _ L YY. •ernall�gkeegan@g5eenv.COm,C=U$ :101 Date:2015.04.16 17:48:08-0400' CE s T. E ii -. � . 12''GATC PANEL'.. .• 12'GATE PANEL 2'FENCE 3'MAN DOOR (TY .. .. .. p , " PosT:cna 10 D lD'R" AREA'2 .. .. � ;TIP WIRE SUPPORTS O ---- ._. .— ._�---. -- _j — .. .. / _ Q .. .. .09 GAUGE 2" - POSTCAPJ - - BARBEDWIRE STRETC R BAR :STEEL MESH' - a. IRES 5/8 MIN O.D. B/8"MIN.O.D. :. ..' -. . BRACE ... NO.9 TIE W 24 O.C. 3/16 K3/4" 4 O yo BRACE d T TCHER Jf9S�T .. SPARE 3/8„B TRUSSTRUSS , U3' ... .. -. .. .. -.. :.: .. .. STEEL - _ NO.GACKLE .. POST ROD W/ � � N9 GAUGE 2 TURNBUCKLE 'MESH' OC ... T NSION .. .. _. _ E WIRE r .. "r T�F: - - 3/8"0 TRUSS .:;'.((t .. .. _ .. .. _� AREA 1 • e .. .. ROD W/ ,;'� _ _ CHAIN LINK. i O LOCUSPLAN STEEL MESH _ TURNBUCKLE _. .. - . - -�I�— '.''. - Environmental;Inc. -'� NOT LESS THAN � Green Seal ... : ..: - TIMES O.D ST A , q ", •NOT LES H N .: �.. y. •OF'POST.: 4TIMES O.D. - .. 14 `4000 PSI.. .....y '' .:,: - OF POST .. 1'-0" 4000 PSI .. rg .I`' ..Sagam .. .CONCRETE .. :" - .'." I s.. ... .. f. ... .. ... FOOTING CONCRETE ... F'e(08)888-150 BZ$ .. FOOTING - _ x' 12"(TVP I 62 .. t.. .. .. .- .. SWING:GATE�AND MAN DOOR DETAIL: CHAIN:LINK FENCEbETAIL ` .. .. NOTTOSCALE , ..-. .. ... .. .. .. NOTTO SCALE ... .... - 24" a Nn9 a.ckci - . - .. .. .. .. .. .. .. - .. .. .. / FOOTING - . ALL POSTS - ^•a':<. REVISIONS. 1 . 1O ATE COMMENT .. '.N. -.-... .. .. .. ..NOTE:' N1 iD2 15 509 DESIGN PLANS - - 1 FEN SPECIFICATION ION 02 , � 2 12 1575°D�DESIGN PLANS ,. .. .. - FENCE AND GATE PER FENCE SPECI N SECTION 831. t -3 2 9 1595�:DESIGN PLANS . '.. ." 4 : ��: � ��- � v ,•- 5 412 11 1009IPLAN NS-OR CONSTRUCTION ,CHAIN-LINK FENCE:DETAIL - .. NG �• AMORY:ENGINEERS,P.C. Y- EXIST GRADE ���. Y NOT TO SCALE ty<. .. .. .. .. .. .. .. .. 6 SO, .. .. .. ,. .. .. .. - ..... DUXEfURY'MASSAC y. PURPOSE: .. -3 STONE _//�� .. .. L-4•MN. TUIT WATER t .. .. .. ,. ..� -.. .. .. TO GRADE.. - .. . ( '2'X2 %MATELY18"SET ,ROADSTABILIZATION IMPROVEMENTS: :APPROXIMATELY 18'SET 8 TO 10' IC FOLD FABRIC UP SLOPE J APART AND CANTED 10'INTO SLOPE,s - - r. ILTER PARR - - ��: \ .. .. * L .. .. .. .. .. _ .. .. .. ^ 'LOCUS' .. .. . SILT FENCE DETAIL::' CONSTRUCTION.ENTRANCE DETAIL tr T F NOT TO.SCALE'. .. .. NOT TO SCALE .. LIMIT OF WO ., - .. COTU ITS MA ' � ,1 02635 6"MIN.PROCESSED GRAVE .. .. _ ROAD TRENCH' OFF ROADYRENCH " PREPARED FOR: - AolAcrNrnoLls' 6"IViIN TOPSOIL'_: :. : SHALL TIGHTLY: .. :. ... .. " ` .. .. a .. .. eur t .. .. ., .. .. .. .. .. .. .. .. .. APPROVED BACKFILL .. y COTUIT WATER DEPARTMENT EXISTING ROAD SHOO LDER - ' -2, �•\, � //\ .. " RAWING TITLE: s _ D 12"MIN -//\ /\/ 12",MIN O z t' .. :. / WARNING.TAP .. .. y... .. ... .. BA .. S - t SEDIMENT .. .. .. .. .. e ° CKFILL WITH APPROVED FILL,-- DETAILS L COMPACT IN:A MAXIMUM. TFANSPOMDOF 6" EFTS 011�- .. .. .. S i PIPE:BEDDING SHALL BE a / -- ,TYPE 4 SELECT FILL/%, _ \ NOT.TO SCALE' i,. ... NOTES: .. `.,/�/ ... 6' ` ..: .- 3: ..1.STRAW ROLL SHALL BE SECURLEY .. /\\j^ s 1o•ola _ o�- .. _ /✓ i1 ,/% _ ._ ..- STAKED IN A 3"-S"DEEP TRENCH DUG -"• �. - - ALONG CONTOUR.RUNOFF IS NOT TO .. , .. ,_.� )\ .I .. .. .. .. .. 7. .. .. .. e. DESIGNER: .IWB. ..CHECKED.BY:, RH,K - FLOW UNDERNEATH OR AROUND - i STRAW ROLL.. .- .. \\/�'� _ DUCTBANK 2.SPACING OF STRAW ROLLS DEPENDS '. .. L"KI"woaDEN STAKE .- __ _. ._ • __ MA%PAY LIMIT ON SLOPE STEEPNESS AND SOILTYPE. .. "! :: NEW WATER MAIN% -- - R USS r ... NOMINAL PIPE DIA a 24". Duxo_ `. .. .. .. s .. .. ENGINEER: GFK - 'DATE. E R $ STRAW ROLL(WATTLE)'DETAIL' TYPICAL TRENCH'SECTION, - TBD - - AND RES ' :NOTTOSCALE , .. .. :: NOT TO SCALE < .. - .H NOT TO SCALE TO , • _ ON'DETAIL C2�GAAREfTEc�L^ sca,LE: ... C Di itall .signed ned bA Glarrett Kee an. s KEE6AN. m TYPICAL Digitally 9 Y 9. . — = N.8CIVID5..w AS SHOWN LO DN cn Garrett Keegan o Green: .. .. - S/OVAL EMG M1 emaiErivkee an@gseenv.ccorrl c=US SHEET A .. - �@ate o":;—sPE. . Date:201 5 04 1 7 08.39:58 04'00' DET1 4 N _. ,. AREA 2 ACCESS ROAD AND 3 '2i,9�ST O ' .. PARKING AREA ROADSHOULDER � 9FFT DO N . ,. .. .. .. AS SPECIFIED EXISTING ARIA .. L .. .. SPECIFIED) 1S NDS .. GRADE p` .. .. 'TEE OR PLUG a L.,ir .. .. .. .. .. .. .. .. .. EEID .. .. p0 .... AREA 1 .. PR OCESSED .. WATER MAIN RO S'�.V�GRAVEL i�k111.� 4 R E% � GRASS ...• .. Ilil{)13..ram-r r �! .j l} Ili 11F z . 'ss �,,, r X-i-���r• 1 -� IP 90 ,'S:: -.. .. .. .. .. .. fk I :III .`by., `ICJ.• I:::-11�= E%CAVATIOXCAV T ION ROCK r, - I�I�III-.- Y P�-�l i�"{ •• l l• ALL ROCK EXCAVATION AND STONES �' LOCUS PLAN `GRADE' I IIIIi1IIII ] LARGER THAN:6"SHALLBE�DISPOSEDOF AND REPLACED WITH APPROVED EXCAVATED MATERIALOR GRAVEL _ norrosu� ::: TELESCOPING CAST IRON - -- BORROW - -- (*G'IrEen Seal Environmental;Inc. _VALVE BOX COVER PROVE14 State Road Buildin $ - ... ... .E SOLID CONCRETE BLOCK : : : ::: :: ... APPROVED / "WATER" g / J II- .: ..�..�. �.. .. / F,1i.• .. G TAPE .. Sagamore Beach,MA 02562 COM ACT IN 12" - `UNDISTURBED SOIL) 1"WASHED STONE - - - LIFTS TOP95%MOD,, I( - CAREFULLY COMPAR WARNING FOR WIDTH OF TRENCH - PROCTOR DENSITY -rl= IilE::l TaS:(508)88806 - : PLAN • ELEVATION _ N �O D. 1Y SELECTED FILL' ' 3 : MAX I II-�-1 MATERIAL'CONTAINING - AROUND VALVE BOX �. I t8 F 8 l I ea'w seem com MN II:. HORIZONTAL THRUST BLOCK FOR TEES AND PLUGS t ua NO STONES LARGER :: NOT TO SCALE. N LEFT) SIZE ONE HALF .. - .. GATE VALVE THAN INCH IN(OPEN : Iil I SI " SOLID CONCRETES K f 12"MIN. .. .. .. .. .. .. .. .. .. .. .. J .,'ri ..THIN:4"x8"z16`) r"u""z. enm ." NOTES: 1� rf / IE!li1 �lf'I'31 .. - - _ _ 1. VALVE BO%SHALL�BE CENTERED ON VALVE AND SETON ".,con - RE .... < 1r- MI .. NO o DATE COMMENT M .. COMPACTED BACKFIII. ��-: WATER MAIN 11t II I T SIGNS .. �. .".. ... .. .. .. _. .. .. .. .. VENT .. III IIII II Il,l III III Ill.1lJ{II--II . y .. "1' 1 2 15 50%DESIGN 'PLANS 3. COVER ES - CI E RONIPIPE _ ..HALL NOT SUPPORT.VALVE BOX.. ... .. : ER SHALL SAY"WATER": DUCT IIII{l - S 95%. SIGN P S cuas � �Illllllriall ,IlllllFllili�=ill{liiillll III II 3 12 1 � DE LAN • I Ir• .1 2 9 1 DE LAN 4 16 15P MI PLANS VALVE 5 4 5 100.PLANS-FOR CONS UC ION :. .. .. .. .. .. .. 5 .. _ _. _ .. - p NOT TO CALE WATER MAIN ... BEND GRADE 4 .. .. .. .. l/dP .. � . UNDISTURBED FIRM AMORY;ENC3INEERS,P.C., MATERIAL.REPLACE ANY DVXBUFtY:MASSACMusESTs.. F',.... BEND '; :.r'=. H .... .. :. _ .. .. ...- :BELOW GRADE EXCAVATION .. .. .' .. .. - .. OF UNSUITABLE MATERIAL TRENCH .. .. .WITH CAREFULLY R NOT TO SCALE .D - WATE ETAIL` •T i.+ �`,s"Y� : r COMPACTED SELECTED .- •^ - SOLID CONCRETE BLOCK .UNDISTURBED SOIL J - - ANCHOR TEE&VALVE - - ' MATERIAL IN 12'LIFTS MA%. - PURPOSE' PWN_. ELEVATION - _ _ .. -� -L�FCOTUIT WATER E . _:. .. :. THRUST BLOCK .. .. .. ,, .. .. .. t..: .. .. .. .... . SYSTEM .HORIZONTAL THRUST BLOCK FOR BENDS: ... THRUST BLOCK 1 FI NOT TO SCALE - - :: IMPROV EMENTS - . _ .: .. .. 12"WATER MAIN'=�;� - .. - .. - ..PLAN - ,. .. .. NO7 TO SCALE ...-. .. - _ .. .... .. - C UIT, MA _ OT 1 . ... - - ..HYDRANT SPEC.) .. .. - . 02635 PUMPER CONNECTION. TO BE FACING ROAD ^ PREPARED FOR:_ .. ...: - .. .. - HORIZONTAL ANCHOR DIMENSIONSFINISHED� .. GRADE , ,III II Ilk-'I ll Ilf IM-71TI If I_:0I :.. v.' "`Ik II 1.1=:1 III II--11 .. .. ENTRANCE DOOR COTUIT WATER* DEPARTMENT .... , ... UP-TO 250 P.S.I,WORKING PRESSURE '. Ill III:III If{ Ill all II�: j _ ., :.: .� JIi II IIJ.(�III III II :I,I j.� BACKFILL ..? Y - ") - PIPE PLUG,CAP,TEE 90" 45" 22.1%2" 111/4- 117111C�1lr�IIk-LILT llk' .-IL.:III-- I.F{:J:II1 - 1 STEELDOORIANIB ... SIZE -- .. .:. i •I. 1 ... ANDTHRESHOLD ._ . •. IN ORTAPSLEEVE BEND BEND BEND BEND - .STANDARD VALVE BOX&'COVER ) - .- .. INCHES H L H L .H. L.. '�N. i _ H L .I_: .. ... .. .. .. .. .. .. .. .. I - .. .. . .. ... :: ... .. ... .. ... .. I NSITIO PIECE TIT 4" 1'-6" 2'-6" 2'-0" Z-6' 1'-6 2'-0" 1'-0" V-6" 1'-0". 1'-6 .3'-0"MIN - 1/2"CLEARANCE . :TRA NPEC -. '.' :: �. 'DRAWING LE' .. .. .,' 6 1-6, Z:_6:: 2-0" 2.6 1:-6,: 2-4- 1:-0' V-15" 1:-0„ V-6n/ ...6- ONCRETE F R .. � .. .. .... . 8" _" 3'-6" 2'-6".. 36' 2'-0" 2'-6" 1'-6" 1'-6" 1'-0" 2'-0" .:. - .. .. 1/2CUBICVARDOF%" .. .. .. PNCE NIASONRV BLOCK FRAME.. ;: - .. .. .[BETE RAMPTOEp.. - - .. DETAILS .. .. . .. 1 6 .. WASHED STONE ABOVE- ICON GpRmo DR 10 2-6 3-5 3-0 4-6 2-6 3-0 1-6 3-0 1-0 2-6 a DRAN AIN t- ED FIL D GRAVEL PAR . . . .. .. .. .. UNDER ACCESS PIPE ON :: KIN . .. 1 I ;. COMPACT L DO '� '_,III {1 . - ` 12" 3 6 3'-6'- 3-6" S-0' 3-0" 3-6" 2-6' 2'6" -6" 2'-6 VALVE - - NOTES: I IF III - - - -- 1' 1: HYDRANTS SHALL OPEN LEFT -6"D.I. - _ - - - .. .14 .3-6. 4,_6" 4-0" 5'.6'..: 3'6•• ' • IiL_(11 -511 TIE_• RINGWALL FOUNDATION .3-6" 2'-6' 2'-6" � 1'-6" ...2,-0„�� AND VALVES SHALL OPEN. I I:. .. PIPE � :.�:; .: ... 5._0:: 4'.6" 6 6' 3:6" 4'_:- 2-1" 3•-0:: 2:_0:: .T-0:,. LEFT •2. DO NOT.BLOCK DRAIN WITH 57_6 T-15" 7-0• 4.On 5'_0, 3 0' 3•-6•: 2-0".. 2'-6'. THRUST BLOCK.. �� .- .. NOTES: .. .. .. .. .. r.. . .. ... .. _ ... i ... ... . 6:_0: -6:_D:,.. 7-6' 4_6" S'-6 ;-3 6 3:_6•.. 2-6:, 1. 7'-6'- 7-0 9'-6" EEN CONCRETE r 5'-0" 7'-0' 4-0 4-6 3-0 3-0 : - : c \\ �'. \ - FOORA DO STEEL THRESHOLD.SZER SHALL MAKE A EAN MA MATERIAL OD TRANSITION F TRANSITIONPECE .. .- .. \/ SHALLBE FIELD DETERMINED AND APPROVED BYTHE.OWNER/ENGINEER . qn.. .. .. .-. ., .. .. ... .. .. .. ..12:•.x 12"x6" .. .,. .. .. .. .PRIOR TO INSTALLATION.. .. .. .. .. ✓li � � ... � �� 'DESIGNER -JWB T TOCS CKAEO BY: RHK ANCHOR TEE 3 CLASS C CONCRETE - m ,.•_ : THRUST BLOCK POURI 12 (MIN,) MEG-A-LUG OR CONCRETE _ _ c .. r .. .. .. .. THRUSTBLOCK AGAINST UNDISTURBED.-... - ..EQUAL AT ALL .. .. .. .. OSCAIE .. .. tvF BrwNo .. A .. ..d ... 1. ... GROUND.(MIN.OF 4:0 JOINTS: WAYOTD ET 3 .. :. S.F.BEARING AREA, ..-' :. - .. .. .. .. .. - .. 'ENGINEER' GFK :DATE. �. TANK DOOR' AIL SECTION A A o. HYDRANT DETAIL o _ o,yy - 4 .. .. .. .. - ZKFFo��GARRGTNE SCALE.. .. .. .. _ OT.TO SCAL ::: — = No eo06 AS SHOWN Digitally signed by Garrett Keegan 1 G. .. DN:cn=Garrett.Keegan,o G "Fesi P�° %. _ Seal Environmental,lnc.,ou re ��aS,oNA E�G� en' v �emailagkeegan@gseenv:com,C—US SHEET: Date:2015.04.17:08:40:46 704'00' :.: .. ... ... , - ... ... .. .. ... .. .. .. ,-.. .. SE n..VE.. DET2.. B.RREnBBBBA ��n BUILDING DEp-r MAY 10 ap -TOWN OF BafiNSS, A$LE - --- ,;;.,� �... ; b .. ,; 5 .. ,:_-'- w,x { ,�., .. ', ,r•-a,,.£ ., :. ,.r: .•., .r�r� `::,�` .s AA5 :�.�r, i' , , e l ua...rt y r m yu r i k r„ a. •.:.:, } .N. .,. .. y ''...n.�«, � A` .::.&, °' ii x �'� .,. tP } .Sr 'L 7'J.�Y .1"g A,, :. n,.r.. , rx.. �. v� ,t„ ?„ .m.. ..yr ,...4.. 7.,. ,..e,.. a. a -�,... ., w, :i-n� .4 ,�.,..��m � ��� ,i nei v �:�.�'�., �i m. ,,n e��, ,,�w,N .., ,r,m., ..d w,e , v. � .!.dP� �din ,. Ir:N,.�.ro-.,., �� i nr.._. „.: �,. ,p;:,,: �: ,_». y..y...:,�mrrr � �� w.. ..ea. ,�. dd ,�.. a u.. ..�Px liu.9. ,m Gi «ry,_i ¢n. 'h3..rn ,. d,[...y.m t x t, u v u - ' .� � qI, t - kw r" t~, r a « y ' � '_ 'i:' ,• } ,. ,"" � °°`r �, 1 - ,�s* �dr t}ass. ni .. ., .,. :- , ,.. .' !:.... ,,. .. «:.. , „r - r„ ' ', �'::!-""'r � _ '•. ,.,,' ..,. ... .," a+:. ;.�A tNDJ - g �, -,:y �m ✓ , * , T WN OF 6"ARNJ�"TAI�C APN " a �COC�V OC10C.77=000 O 000009 • i�1 '' G• j7F 70,95 ACRES 40 'ems.:: 'LL t.. "t}.} .i..c" e .."DI; ,. ip ��,.*'• Y{p F a ..,`x „ x qh n� ., .e,:'a`L. kJ}fN3u1:-r.FTli(.G/1 r .' ..• - .'f:'.}.rick �N Crr, t ,.'. e. E , r ,; �y � ..$�r+.N : � r a 3. d.r, a`:°.,,.,,., a, Y � •"ti: - � - �y a -�i° ,: yd 5 -`.:. ,..:: i::�is �,.,: r •r a:. 0 .p i�x{{,t.;�me�.•.s. � .. « r n 1 - :, .. 'ri. '� " ,:. .. . <,: ��;:� � p. .,. u _=. �, ���`,£_.k"1S�`INC F'�'N _ 7 ^ ' XIST7NG ACCESS RLrMD , , ry �µ 02 rt ' _ r x n } a - - ,,.y..> . I � A z m Ck v h y /V /c60 ..j„r Ij s r rill.n k `�I y J5 5 , • Cod Im SOUy Pt p e ' ^Np , s � rl�� CENTERLINE CENTERLINE Wr/77= V S4°� �010 HAPP L L ASSOCIATES,LLC n ...sF• .r.+c i✓raA•f_'pN SiAve�y;r,o: .. .. R.K.EXECUTIVE CENTRE .: .: 201 B WEST AUG 14 2011 . _ " � -SUITE 101 COTUT RELO: WWN� m rowry A- .. .. air_ �s0 : AV! co 06 41 41 UIMAIMAS TREET COT02635 oNAL APPROVALS IV S ITE... nI 0 . : MA- .. .LAN L D -LEASING SITE LAND MONOPOLE TYPE: : RAW _ MONQP R.F: ZONING " .. - - .. .. .. CONSTRUCTION A/E GENERAL NOTES VICINITY .MAP SCALE: = 1000'-0` SHEET INDEX PROJECT SUMMARY SITE NUMBER: MA-032 PROJECT N0: MA-032 L THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL 10..THE CONTRACTOR IS RESPONSIBLE.FOR PROVIDING ALL NECESSARY 1 ,- ` 'I t ,.. :z• ♦ p�i��JJylee♦��,..''pp f �. g� ( - - :SHT, REV. - " LAWS.ORDINANCES,RULES.REGULATIONS AND LAWFUL ORDERS OF CONSTRUCTION CONTROL SURVEYS,ESTABUSHWG AND MAINTAINING50„ ^. T \ DESCRIPTION - .. - - ANY PUBLIC AUTHOR".MUNICIPAL AND UTILITY COMPANY ALL UNES AND GRADES REOUWEO TD CONSTRUCT ALL WFROVENEN75 , "} �dJ�.' , r U. ND•- NO. SITE NAME: COTUIT RAW.LAND_ SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES AS SHOWN HEREIN.. : -;pA `,� -n , ,H� d `,�-,--, sj} /, - DRAWN BY: NWC BEARING ON THE PERFORMANCE OF THE WORK.THE WORK Y 1 d Hp r "` R T-1* TITLE 1 - /{c -" - PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL- - -�.,�•' .� J_ „J+,•-.od`' SITE ADDRESS: 474 MAIN STREET .. w, ... .. BE U STRICT ACCORDANCE WITH ALL APPLICABLE'CODES, PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORN F.� c E 3 df i h.."M- 1 , OI; ... .. .. .. COTUIT; MA'02635 .. CHECKED BY: JMT REGULATIONS,AND ORDINANCES. - BY THE ARCHITECT ENGINEER,THE STATE,COUNTY.OR LOCAL /J f 7 . - GOVERNMENT AUTHORITY. .. •S �✓ X• ' ` A4^ ..,�- - . - 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET:FORTH :. :: :. ,. 7 0` ,o + _ fir lip ,? `;'� ' (m _ j,. i - ROPERTY PLAN 1 LATITUDE: N.41' 37 47.93"(NAD63)' IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 72: THE CONTRACTOR SHALL MAKE NECESSARY.PROVISIONS PROTECT I,~ _' •�; -. , ,,'a `+ - .. •`. G t P - : SUBMITTALS .. .. ...... J .. -SLOPE OF WORK.THE CONTRACTOR BIDDING THE JOB IS- AWING DTPROVEMENTS,EASEMENTS.PAVING,CURBING,ETC - •H '.--- ti a, ♦r •r.. ,` 1+.-,.. LONGITUDE: W,7O' 26' 30.72 NAD63 .'. NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR.ERRORS IN DURING CONSTRUCTION.UPON COMPLETION OF WORK,THE fi •i(' ;x .• a- "A' -y a 10$"�p ariti) - G_2 SITE PLAN 1 ( ) - THE DRAWINGS AND OR SPECIFICATIONS SHALL NOTEXCUSE SAID CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE .. _ CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. ,. , • • q A .¢` + �4 'P ASSESSOR'S PARCEL NO.: MAP 03B BLOCK:004 ..... .. .IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. .. • 9 .. �: . ...13.-THE'CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN '� � ` n"d""• •K •. • 'Q •\```�, "' ." .. .. .. - oQ C-3 LANDSCAPE PLAN T ZONING DISTRICT: Rf(RESIDENTIAL) 3. THE CONTRACTOR OR BIDDER SHALL PO BEAR THE RTATIVE OF OF AND,FDEBRIS FREE DURING CONSTRUCTION AND DISPOSE CI ALL \ - t%•d CONFLICTS. (IN ERRORS,OR THE OMISSIONS IPR REPRESENTATIVE IS ANY .DIRT,DEBRIS,RUBBISH AND REMOVE EOVIPNEM MDT.SPECIFIED AS , �, /(1� _ - ) P CONFULIS,ERRORS,OR OMISSIONS PRIOR TO THE SUBMISSION OF ::_REMVNNG ON THE PROPERTY.PREMISES SHALL BE:LEFT IN CLEAN p "'1 f-� S'„ _ A•` H" _ '" .-✓�lA\. - J - �i9 - I 07 14 17 ISSUED FOR ZONING CONTRACTOR'S PROPOSAL ON PERFORMANCE OF WORK.W THE EVENT CONDITION AND FREE FROM PANT SPOTS,DUST,OR SMUDGES OF ANY V J �y% A ! +' �i`l'__l V DEED REFERENCE. -" N/A OF DISCREPANCIES THE CONTRACTOR SHALL'PRICE.THE MORE NATURE "" - 1 �1 -a - "< 1- � A-1" COMPOUND-PLAN &ELEVATION 1 0. D5/25/17 ISSUED FOR REVIEW -- COSTLY OR EXTENSIVE WORN,UNLESS DIRECTED IN WRITING 1 r ,- OTHDTHERWISE. 14. THE CONTRACTOR SHALL COMPLY WITH ALL DSHA REQUIREMENTS 4�.J. �-rj'j1 Ali a �: x.r AA " 'RId CONSTRUCTION TYPE: RAW LAND MONOPOLE AS THEY APPLY.70 THIS:PROJECT. ::. C�'•f _;TM � ,5, `Y' THIS:D000MENT IS THE CREATION,DESIGN, 4. THE:SCOPE OF WORK SHALL INCLUDE FURNISHNC Aft LIr1TERRIS. - Ati �, e,R -• �� �' .r,,_,_• ,�A. 'A' . . . . .. PROPERTY AND COPYRIGHTED WORK OF - - EQUIPMENT,IABOR'AND:ALL OTHER MATERIALS AND LABOR DEEMED- 15.-THE CONTRACTOR SHALL NOTIFY THE PROJECT'OWNERS.REPRESENTATNE O .A ;. ( = ,sy,,•VJp a .• -1 °7 ,' ,, ,:,-" A-2 SITE DETAILS - 1 PROPERTY OWNER:-- COTUIT FIRE DISTRICT " NECESSARY TO COMPLETE THE'WORN PRDJECT AS DESCRIBED HEREIN. WHERE A CONFLICT OCCURS ON ANY OF THE C014TRACT DOCUMENTS. _ •• f p T-MOBILE NORTHEAST LL[.ANY DUPLICATION / ,1'� d�,r ,•'f + d-�. a--,.- ,� f.. P.O. BOX 1475 THE CONTRACTOR IS NOT TO ORDER MkTERML OR CONSTNUCT ANY .�I""r p 0 ''' .:�':: •.§- ',' * C� 4'• j(C OR USE WITHOUT EXPRESS WRITTEN CONSENT 15 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE:: PORTION OF THE WORK THAT 6 IN CONVICT UNTIL'CONFLICT IS A5 _;+";' '`.S a- l ,'!4". ', . $,IVp:T cr,• (} - - -" COTUIT, MA 02635 STRICTLY PROHIBITED.:DUPLICATION AND USE BY SUBMISSION OF BIDS OR PERFORMING WORK TO FAMIUARIZE HIMSELF' RESOLVED BY THE LESSEE/LICENSEE REPRESENTATIVE. - 1\ i;Y T' -w '• , ""''-:.,'" ; a a -- .. GOVERNMENT,AGENCIES FOR FULLY AUTHORIZED PURPOSES OF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN - W. �' '•:. /', '^A - APPLICANT: TOWERNORTH DEVELOPMENT, LLC coNDucnec THEIR uwFuuv ADTHoerzcD BE CONSTRUCTED IN ACCORDANCE WITH THE.CONTRACT 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS, "AA `A 1 REGULATORY AND ADMINISTRATIVE FUNCTIONS IS DOCUMENTS. - - _ PROPERTY LINES,ETC.ON THE JOB ": • Cw o'#a, �) - - 95 RYAN DRIVE"SUIT 1 SPECIFICALLY ALLOWED. " * E �6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH 17. ALL UNDERGROUND UTIUTY INFORMATION WAS DETERMINED FROM l\ \ r " - \� - ••'�• `' - RAYNHAM'.MA 02767 rf•AA J .." :. CONSTRUCTION PRIOR TO STARING WORK ON ANY ITEM NOT - -SURFACE INVESICATIDNS AND EXISTING PUWSOF.RECORD. • — p0 ARCHITECT: CHAPPELL ENGINEERING ASSOCIATES; LLC.CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT .. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTRITIES . '- d:�, ",W- d M " NW MA;=0.32 DOCUMENTS. - - IN THE FIELD PRIOR TO ANY SITE WORK.CALL THE FOLLOWING ? "Z - j/'/ 4:. " ' ffvo"Ej • _ 201 BOSTON POST ROAD-WEST, SUITE 101 " ' :.FOR:ALL PRE-CONSTRUCTION NOTFICATION 72-HOURS PRIOR `11'. .:• 1. .�J / -'10+J A•. E 6 •••• ;� _ w.a.,a;��v MARLBOROUGH, MA 01752 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS- j.l .. ' To ANY EXCAVATION(A,ME.: K _ �.. _ . H, ,.+ ..� .. ... .. 'COTUIT..RELO ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS 'Y ..M" I I ,r' N •iF �\ ,,�/"��4 - -DIG SAFE SAFE ITEM(MA,ME,NH,RI, 92 1-888-344-7233 �1/ - UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES DR ORDINANCES -TT� U +u -� •° `• f +.r •� ,_- ..STRUCTURAL ENGINEER:"� CHAPPELL ENGINEERING ASSOCIATES, LLC. CALL BEFORE YOU DID(C0:I-�0-922-4455 \ V- .. TAKE PRECEDENCE :: :. :II-' !7 „'. 3+ t .. i( - . `II ••'. i G -"���` � :. .- ., _ _ ., _ 201 BOSTON:POST ROAD WEST, SUITE 1 Dt I /�� •` n `'"' #n P� " 414 MAIN STREET 8. THE CONTRACTOR SHALL'PROVIDE A FULL SET OF CONSTRUCTION - ,s.'et O.. -7/ +�. C �y�,' J _ .. MARLBOROUGH, MA 01752 .. DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND : � : q � rr// � � '' '' ��� �� '' COTUIT,�MA 02635 ADOENOUMS OR CLARIFICATIONS AVAILABLE FOR THE USE B/ALL - PERSONNEL INVOLVED WITH THE PROJECT. q _ " DO NOT SCALE DRAWINGS SHEET nTIG 9. THE CONTRACTOR SHALL SUPERVISE SHALL BE THE PROJECT - - - ZONING D��I��� DESCRIBED HEREIN.THE COMPACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS.-METHODS, - TECHNOUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING TITLE SHEET ALL PORTIONS OF THE WORK UNDER THE CONTRACT. - (NOT FOR CONSTRUCTION - - - - DIMENSIONS AND CONDITIONS ON-THE JOB SITE AND SHALL - ) - - - - - IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN _ - '' WRITING OF:DISCREPANCIES BEFORE PROCEEDING WITH THE - . .WORK OR BE RESPONSIBLE FOR SAME.. :. .- ::..:: : :: .: .. - "- :SHEET NUMBER. _ T— 1 \ \ X GENERAL NOTES . . . . BLOCK I46: \ \ /� \ MAP'OJ9 BLOCK 011 \ _ n// ZONING INFORMATION \ n{ \ -_ MARIO 7 MARSHA J.GUARCELLO _ 1. FIELD SURVEY DATE 05/04/2017 .� CHR/STOS&ANASTAS/A 80NOS / M / \ \ _ 'X - J07 MARINER CIRCLE / :ZONING DISTRICT: RF(RESIDENTIAL): 2. VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 35 BELKNAP STREET COIU SCAIfRMLIE,MA 02144 \ ::x .. - - (NAVDBB> l���,CENTERLINE - }:- HORIZONTAL DATUM. NORTH AMERICAN DATUM OF 19B3 .......a.na. MAP�OJ'BLOCKI012 - � � :MAP 024 BLOCK 144 \ - Y n "T ! CENTER:MA O26J5 . .. [/ � � �� �DESCRIPTION NRIPDO AREA: REQUIRED.ED 158 42TtN AC. PROPOSED ED AMANDA MARIE FERRILL WiLL/AM J.&CAIHfRINf'C. �i :4: SRE CONTROL POINT: OF'PROPOSED MONOPOLE \/ \ '\ ,:- NfMMERD/NCFR --i cam` 9 / MIN.LOT FRONTAGE: 150' :200't N/A :_ - LATITUDE:N.41'-37' 47.93'(NAD 83) - - .209 MARINER CIRCLE \ /\ / 299 MARINER CIRCLE - - - - o W \ CONIT,MA 016J5 - \zi m LONGITUDE:W.70' 26'-30J2 (NAD B3) 2 \/ \I COTUIT,MA 026J5 s Ai= / PROPERTY$ETLIACKS z �Q MAP 073 BLOCK OSJ- \ MAP 074 BLOCK Y4J /\ \ ': F / 5. OWNER COTUIT FIRE DISTRICT Gm 7 ' n i .. "'MAP 039.BLOCK 071 w N SIDE T 15' N/A : 1125.8'i. CNAPPELI a .. \ .^//. ..,( .. Ya P.O.BOX 1475 .. BR/AN E.&ROSE ANN fRANGS :x MATNEW G DELUGA' \ '\ Y ^// o �,... $ / REAR '. 15' N/A 2,7D0.5'2' - COTUIT,MA 02635 ENGINEERING '!59'MARINER CIRCLE JEANNIE MORN '/ ". .: .. 195 MARINER CIRCLE �"c` TOWER SETBACKS CON/T MA 02635 _. 1 28J MARINER CIRCLE ASSOCIATES,LLC CON/T,MA 016J5 FRONT N/A: N/A 417.1't 6.. SITE NAME: COTUIT RAW LANDMAP 02J BLOCK 051 LONIT MA 02635\ MAP 024 BLOCK 142S DE N A.. 788 3n/{ \ ; REAR ;N/A;; ; N/A 2,753 I't 7. SRE ADDRESS: 414 IT,VIA TREETCUTT� � �' �' n// �� \ ... .. MAP OJ9 BLOCK�010�' / � � COTUIT,MA 02635 � � R.K.E%ECUTNE CENTREMICHELf L.SPARROW ' No MAX:HEIGHT.' 30' N A 170.D't ' - LISA J.BOUND / - n/I \ / B. APPLICANT: TOWERNORTH DEVELOPMENT,LLC 201 BOSTON POST ROAD WEST' 133 MARINER CIRCLE .. - l8J MARINER CIRCLE HTLLIAM J.&EVfL YN D.MULOCON - \ SUITE 101 / CON/T,MA 076J5 - NOTE: 95 RYAN DRIVE.SUITE 1 .. CO NIT,:MA:02635: / MAP'024 BLOCK'145 271 MARINER CIRCLE / \ ... RAYNHAM,MA 02767 :MARLBOROUGH,MA 01752 - ..:MAP 023 BLOCK 050 -.. \ ^ /. \� .. 508)481 7400 . : CONIT MA 02635 // 1.PROPERTY PLAN'BASED ON TOWN.OF BARNSTABLE `X/ GREGG P.&PRICE SMITH / ASSESSORS MAPS AN F ELD VIS ELL ENGINEERING 9. JURISDICTION: TOWN OF.BARNSTABLE - www.chappetleng neei ng.com' - DAwO B.&LEE DUNBAR \ /" 1 \/. 20 ABERDEEN AVENUE- MAP 074 BLOCK 748 / �7/ 127 MARINER CIRCLE \ \ ::/. WEST NYAG(,NY 10994: - n// /\ ASSOCIATES,LLC.0 DOS/04/17.IT B 10.- TAX 1D: : MAP:038 BLOCK 004 CON/T,MA 02.CIRCLE � :x : 4: M/CHAEL E.DUNPHY&SARAH:L/ANf / \ N Y CHAPP _ ' - Y -' 259 MARINER CIRCLE- - 2.SETBACKS ARE TAKEN FROM THE CLOSEST POINT OF DIED REFERENCE' N/A T - 'MAP 023.BLOCK 04B \ / MAP 024 BLOCK 14/ -CON/T,MA 07635 / ANTENNAS AND/OR_EQUIPMENT TO PROPERTY LINE$ 12. PLAN REFERENCES: TOWN OF BARNSTABLE ASSESSOR/CIS MAPS "� CHR/STOPHER ELLEN HOLMES \ ALEX SUPER TR. MAP / I RF(RESIDENTIAL) .: �. .. .. .. \ \ .. .. .. '024:BLOCK 147 1 i:: 3'.ENTIRE PROPER tt PLAN SHOWN LIES WITHIN RE 13 ZONING DISTRICT. .OAVI - - 95 MARINER CIRCLE \ /' - v l42 OLEAN STREET n/{ .� (RESIDENTIAL):ZONING DISTRICT. _ 14. ALL UNDERGROUND UTILITY INFORMATION PRESENTED HEREON WAS DETERMINED FROM Q Y 1 .. CON/T MA 02635 -\� \ /C WORCE'TER,MA 07602 JOHN&ELLEN J.DESMOND' "' SURFACE EVIDENCE AND PLANS OF RECORD ALL UNDERGROUND UTIUTIES SHOULD - - MAP 023 BLOCK 046 .. - MAP 023 BLOCK 052 - - P.O.BOX 646 �" �� BE LOCATEDIN THEFIELD PRIOR TO THE COMMENCEMENT OF ANY SITE WORK.CALL n/{ \ Y n/ MAP O7J BLOCK�O2. CON/T,MA 026J5 - - -44-233 A UM.OF'72:HOUR$PRIOR TD PLANNED ACTNf1Y.. //YY�� JAMES 0..,N.&MARY A.DANFORTH' ":.�! /. ::.�,' CHERYL MARTIN ::..:: ..0�C /.. �.I:: I~. 15 .. D W . . .. 71 MARINER CIRCLE % \ \ , .5016.EAGLE CREST ROAD" .. MAP 038 BLOCK 001 .. THIS SURVEY BEEN PREPARED IN CONFORMANCE WITH THE PROCEDURES- -COMlr f7RE DISTRICT - '' � I � REOUIREMENTSBFOR DATA ACCUMULATION SURVEYS AS SET FORTH INC250 CMRAN CO I,MA 016J5 BIRMINGHAM AL J5242 : P.O. BOX 1475 / n/I - / SECTION 6.02.BOUNDARY INFORMATION IS COMPILED FROM RECORD DOCUMENTS AND Ki / -BARNSTABLE LAND 7RUST INC. \ MAP 02J BLOCK 044 - MAP 073 BCOCYf 049 PLANS OF REFERENCE AND IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED C�J 1-LR l \ ^ CO NIT, MA 026JS - P.O.BOX 2T4 ::� AS THE RESULT OF A FIELD BOUNDARY SURVEY AND IS SUBJECT TD CHANGE PS AN G\� ^// n/r: .. LAND AREA =56.5 AC CONiT,MA 026J5 S1 �a JAMES C.&COSTA BARCER ( Y 'MICHAEL H.&JEANNE K. WDRR/CK - \ ACCURATE FIELD BOUNDARY SURVEY.MAY DISCLOSE. 7�(A� .. BOX 211 .709 OOJ \ ` .. .. . / MARINER CIRCLE //%�` I/ MAP OJ8 BLOCK CON/T,MA 026J5 .: ..: `/ .. .- CON/T,MA 026J5 // \ .:"n/1 PROPERTY - •-MAP 02J BLOCK 04J i ba 6 _ //. F9. ESTATE OF R/CHARD,L.KOPPEN \ RSH PS AN AIREI THO- - .. THEOWN BOUNDARY �ESNES SHOWN ARE TWAYSNES DIVIDING STENOF PUBLIC / MAP 073 BLOCK 047 : - : / >� - 7� \ J65 W.MAIN STREET 6. OR PR NA E STREETS OR WAYS ALREADY:ESTABLISHED.NO NEW LINES FOR DIVISION - APPROVALS ^// `S9 a• N5 W MIN 0T607 \/ ' OF EXISTING OWNERS NEW STREETS AND WAYS ARE S - - STEPHEN t &JANET L NICKERSON / : `1 / /�/L 2`S f / 1 OWNERSHIP DR f0 - HOWN. P.O.BOX 54C: I- - PA UL A.&ANN MARIE BERGMAN IRS_. _;. I V� .// /� \ Y '-- B75 KENOZA STREET:: ^�I,1 / / \ 17- THE SITE IS:LOCATED IN FLOOD HAZARD ZONE (AREAS.DETERMINED TO BE CONIT,MA-02635 .:: .. :..:: ':..:: 1' /��'� �: OUTSIDE THE 0.2%ANNUAL.CHANCE FLOODPLAIN AS SHOWN FLOOD.INSURANCE HA VERHILL,MA 018JO: _ j1 C )C - . .. ..� .. ... .. .. RATE MAP FOR TOWN 0 BARNSTABLE,, COMMUNITY PANEL 25001C MAP. LANDLORD .. MAP 02J&OCIf 045 III 9� � /� 0539J DATED 07/16/2014.F n// .: .: SP�PS HILL \ / \ LE MA, OMM .: : .LEASING ON � � ESTATE OF JOHN L.HOWLAND SR. - ; ; CAPNORY JCARLETON'SR ROAD - :\ :T : :1 B. BEARING SYSTEM OF THIS PLAN IS BASED ON GRID NORTH GRID NORTH WAS .. .. �. / /AEG 59 MARINER CIRCLE :: : �/ POD /// 1� CON/I,,MA 016J5 ESTABLISHED FROM CPS OBSERVATIONS.IT JS:NOT INTENDED TO BE AN EXACT CON/T,MA 02635 1. O 11'�I\S o . / /-/%/ _ / \ REPRESENTATION OF TRUE'NORTH. MAP 02J BCOCK D74.: AP OJB BLOC OJ \ _ ZONING .. .. .. MDOR07HY/C75NEK 9 I. O CERALD P.ELO R&GAIL OU/NN G / / /�' ,140 CAPN CARLETONS ROAD \ - ._ GENT CONSTRUCTION .. .. .. ...0 / 11` `// .. / :'CON/T,MA 076J5 \. 5 LE JB60 SANK/T-N£WTOWN ROAD / .. O�O MAP 03B BLOCK 041 \.\- CON/T,MA 076J5 PROPERTY LINE 'A/E - MAP 023 BLOCK 015 .:"' TIMID NY A-&SHEILA A MULLEIN ` ./ \: _ - — — — _ _ ABUTTING PROPERTY LINE - M/CHAEL A.&BARBARA COEN 100 CAP%V SAMADRUS ROAD 1880 SANTUIT-NEWTOWN ROAD .: ..: ." _! _ MAP 038 BLOCK 004 CONIT,MA 02635- / ... .. ... :—'.. n ( .. C. .. .. .. .. .. .. .. PROJECT NO: .. .. MA -032 .... ., .. .. W. .. .. " CONIT,:MA.02635 " /( o%7j MAP OJ8 BLOCK 043 J ' COIUIT RRf DISTRICT " \: '"/. .. _ .___ -__ -_ EXIST,EA$EMENTYOUT MAP 02J BLOCK 026 P.O. BOX 1475 JONN D.✓R DAL TER/0&SUSAN 'r ----------------- 'PROP.EASEMENT/LEASE AREA TUIT,MA 026JS 14 CRA/G HILL LANE M `rm`' DRAWN BY: NWC M/CHAEL A.COEN :.' 'l — .� - Yl - EXIST.ZONING BOUNDARY:. ... .. .. ..... . -,_ 1 1880 SANNIT-NEWTOWN ROAD :LAND AREA = 158.42 AC. .. MIL TON,MA 071B6 q� \ .. ... _ . O - ., 1 CONIT,MA 01635 / 11 MAP OJ8 BLOCK 044 ` �// - " - - " IXIST..CHAIN-LINK.FENCE CHECKED BY: - JMT - • �i / � MAPALOC OWNER'S ADDRESS /\ -x x PROP.CHAIN-LINK FENCE 7 I K- OWNER _ _ ..:RODNEY W.&FIONA M/L'NAEL L 1 OX I885 4 GX'A/G HILL LANE / /-� / 02J/0J2: PATR/CIA A.-DA(EY P.O."" x EXIST.TREE LINE: :SUBMITTALS MAP 022 BLOCK 008 .� 1 O COTUIT MA 026J5 ''MIL TON,MA 02166 _ n I I`/ / �I FREDERICK P.&ELLEN M. P.O.BOX 4J7 - ----J6a-- ---- .'EXIST.CONTOUR 1 1 / THOMAS A TOKARZ 1 /I O 023/030 KIELY _ CON/T,MA 02635 MAP OJB BLOCK 045 290 MAIN STREET 1 J-/�L`� 18T5 SANK/T-NEWTOWN RO n/ / 380 PROP.CONTOUR coo MA 026J5...: II .O. _ .. - : .. .. - .. I '0231012 JVOI N A.KWPfN. .. .. .. ..\.'/ MAP 027 BLOCK 009 7 O4 02J/041 1820S MA 026J5 LISA S:COWER /\ J K/NNEY JR.& 1810 T.MA 02635 WN RD CAPN SAMADRUS ROAD - OHW W EXIST.OVERHEAD UTILITIES / __ _ JAMES 40 CON/T MA 026J5 OA off EX$ ^/ DONA L.SEACAT COTU/T MA 02635 - 11MW OHW PROP.OVERHEAD UTILITIES - l - ANTONIO S&ANASTASIA 5 PURCE(LRDAO .. .... �:: NICHIXAS&COLA A FASANO.IRS l... \ ;/ 5O 01J/040; PAGAN/S:TRS : ARLINGTON,'MA.O2I74:: MAP 038 BLOCK 64*6 UG/E/T EXIST.UNDERGROUND:UTILITIES 1 07 14 17 ISSUED FOR ZONING - i� .. I55 BELLEWE AVENUE l MELROSE,MA 01176 /l TI.MARINER CIRCLE -^/I - -O.-OS/25/17 ISSUED FOR REVIEW - - 6 .01J/041 HE70/L.JAMES DUARIE M.&MAR/A H.CARVALNO ueAC/r PROP.UNDERGROUND UTILITIES O- CO MA 02635 \ �,'1 ry��• _. MAP 022 BLOCK 010 // ;: :_ -_ 17 CARRIAGE LANE \ / UTILITY POLE.. .:. .. ... .. ...... B NT IS THE CREATION DESIGN. 7R/CIA KENNY ..lT .. .. KEFI£CD,:MA OIB /I - `� HYDRANT W LE PROPERTY AND COPYRIGHTED WORN OF / \ P.O.BOX 2017 4j W A MAP 03B BCOCK L49 T(MOBILE NORTHEAST LLC.ANY DUPUCATION - CON MA 02635 _: 'l - - : - •11� / D T ® ATER'MANHD 0R USE WITHOUT E%PRESS:WRITTEN CONSENT IS .- .. - G\ OO .:DRILL HOLE. ®: ..:DRAINAGE MANHOLE / PROP. 75X75• EOUIPMENT: .. O,NERI :: WLUAIYC.&CHERYL L SMITHSTRICTLY PROHIBITED DUPLICATION AND USE BY MAP 021 BLOCK 017' -' _t :: -'; ..- �8 CAPN SAMADRUS ROAD - BOUND _CATCH*'BASIN GOVERNMENT,ADENCIES:FOR'THE PURPOSES OF - ... COMPOUND WITHIN PROP.80 X80 .*l ✓_ \�_ \ C] STONE/CONC. p' - \ / CON/T,MA 02635 - CONDUCTING THEIR LAWFULLY AUTHORIZED WILIAM P.&.JO-ANN F.HALL 11 (6400 S F.) L.F15E'AREA ,L15S� � - // � - � ��` (Y� TELCO MANHOLE ��DQ G4$VALVE � REGULATORY AND ADMINISTRATIVE FUNCTIONS IS / -350MA/N STREET ll / : SPECIFICALLY ALLOWED. - CONIT,MA:026J5 r PROP. 170• MONOPOLE ' !' / MAP 0JB BLOCK 048 SEWER MANHOLE pd WATER VALVE . \ .. / / MAP 022 BLOCK 012 {l _ .. - /// / / GEORGE J.&IBERTY AVENUfAI/NCS IRS M A^O.j Z J, ANOREW /BOBOLA %l 9 0 .. / / BURL IN ' P.O.BOX 1820 �'S ton✓ / TON MA OIBOJ OTUIT RELO BL G NEWARK,NJ 0710I ... .. /./ /- - - MAP 037 BLOCK 020 .. \\ .. .. C .. . STANCEY P.NOWAK ZONING DISTRICT PC BOX 550 : .. - 414 MAIN STREET . BARNSTABLE MA:026JO COTUIT,MA 02635 L• 0,1 u• - FUTURE T-MOBILE EQUIPMENT LEGEND MAP OR BLOCK 009 MAP 022 BLOC([028 \.\I iTE ` " : _ ; CABINETS ON FUTURE CONCRETE : - n// _ RESIDENTIAL SWET TIRE: N1/ 9g +y .. qy ... -./. .WITHIN FUTURE 10'-O�Xl6•-Q� TOW W BARNSTABLE(CfMJ .. .. .. - .. .. EDWARD F.MURPHY IR. 2A9 PAS OA(� _ M /_/_ (160 S.F.).EQUIPMENT LEASE AREA J67 MAIN STREET \� 54 WARREN STREET - 2pT O p�1 7^ HYANN/5;MA 0260I ,,pp�� i m. .. .. .. i NEfOHAM MA 07792 ,\O 7-5�. S'.:0416NiP. '1p. ' - MAP 072 BLOCK 027 - � tip � X� PROPERTY P cENORE-T DIAS /(►�q" - :: /.D.. _ : : SITE CONTROL POINT. - - 381 MAIN STREET .j 1G?, : //01J by \\ (OCO O .. .. .. SHEET NUMBER y J LEI �� PROPERTY PLAN 1 CENTER OF PROPOSED MONOPOLE COIUIT.MA 02635 .� AN :" - .y. `� �a'T MAP 022 BLCIGY 026. NT WAY, �O. :: SCALE: I' 200' NAD 83 LATITUDE:N.41' 37 47.93' - I PROP.20'WIDE ACCESS&UfUIY n// :Oft 4D. - G-1 NAD 83 LONGITUDE:W.70 26'-30J2• AREA OVER E%AST.-&PROP. OIfRP.Of BO AllX/p6EJSON .../ .. OWN�� - .. .NAVD 8B GROUND ELEVATION:60.0'3. . GRAVEL DRIVE FROM PUBLIC R.O.W. 600' J 0 100' 200' 400' - i COTU/T MA 02635 - / .. C 1 / .. .. .. LEGEN L °' //3. ... .. .. ... .. .. .. ... .. PROP -P 12VR - OMP - — — — — — — — - .. - j �12Y IB RO - is"R �� ..� � - � �3 PROP. CRAVE . 170' MONOPOLE PROPERTY LINE A 2 c ouNn 12YP/ ^- 12•YP - _ — — _ LINE cwxRLIIINIE xuwwanow ... ... .. _/ ABl1TT NGPROPERtt . .- .. .. A// 12YP T.R..W.LAYOUT _ .. - J\ 9 \\ o /� I/ / L _ --_ _____-_ __ T EASE 15'RO -- .EXIS�I MENT n \ EXIST.o . V .. .. .. .. : - / 12Y - �/ / \ _____ ____ _ ____- PROP.EASEMENT/LEASE AREA. .. � �� .. � .. ... .PROP. PARKING SPACE .� /3 / / � \ / ... p Z TURNAROUND :\ -2� \ / /it ®� ® e. EXIST,ZONING BOUNDARY - 1 \\g1�i \`\ _ 'x` - ENGINEERING.. .. x x RAIN LANK FENCE k 6 i /1YRD _�12 T TREE LINE AM ASSOCIATES,LLC PROP. TELCO HANDHO :. .. - .. .. .. .. .. Br 1_a 1N >ur✓iayiTr.: EXIST.CH .. -x x / PRO / � 9•RO \ � � EXIST. .. :: : .. ... .. 2 RR�2{O1vyy� .. 3so - _ --_.. ST.CONTOUR 5 R K EXECUTNE CENTRE .. ////, "RO t 9"RO 97 I .. .PROP.CONTOUR BSUITE WEST .. .. L E J ... 7��Z /. .:oew oww EXIST.OVERHEAD UTILITIES 52 0 / RO` lry� 9� / RO. \ t OSTON POST R AD :MARlBOROUGH�MA.017 a1w a1w PROP.OVERHEAD UTILITIES www.chaPPel�e lginee�'Ong com - PROP. 20'WIDE ACCESS& UTILITY d \o , / .: .. AREA OVER EXIST:& PROP. // 12 PROP.AT&T uC/E/r EXIST.UNDERGROUND UTILITIES. ... GRAVEL DRIVE FROM PUBLIC R.O.W. /:. 9,P OP/ : / 12'x20'A(240 .. .. ..... ..... .... PR UTILITIES .. .. .. ..�.. .. .. J S.F.) EQUIPMENT " ZHOF /•12"RO':/E// / 12'R02 9 P LEASE AREA UTILITY.POLE . 9"RO •RD � ` .. .. .. .. .. / ERGROUND .. .. .. .. .. .. .. - .. .. .. P 7 F / HYDRANT:.. ND.WATER MANHOLE a. PROP. 75'x 5' FEN / ®..u . .. DAVI .. .. .. .. .. .. - EQUIPMENT COM .. . . .. DRAINAGE MANHOLE .. I(ilvo POUND Ir�° T ONC. CATCH I 9DRILL .. •' CB S ONE/C LE B 0 D CBAS PROP. 1 x '� 20006 / TSYP / a� _ -F IP NT AR - TELCO MANHOLE UN - - pd G45 VALVE BASIN HOL WATER GAUGE .. VALVE_/ S.J.EOU LEASE u RELOCATE EXIST. DRIVE I. I l � �S SEWER,MANHOLE DQ WATER VA E G!' � �'V 1 P O'x80' 6400 `\ .. .. .. ! �/ PROP. N. .. .. .. / R,..I .:1�.. .AROUND:EXIST..W \G\� I [1 _ .:.. PROP. T=MOBILE.10'x16' (160 TREE LEGEND S+Of1+Al ...... .. ... ..... : :/� .. ..::J .. : . .. .. - ... .. // .. 12 RO - S.F.) EQUIPMENT LEASE AREA- APPROVALS . . . . .. ::..:: .: ..:' r "E /:..:: 1 .. s II .::REMOVED TREE(TOTAL:OF 49) . .. .. •q5 / .. : Sao :/. :. .. LANDLORD .. i.i 2 99 .. ._ PROP. U/G UTIUtt RUN FROM PROP. U/P((4) :' . 1 _ �I i II / / .. - - .. .. .12YP ..:: :: .:: /i :: ::..:: ARE CONDUIT FOR I �y .. / / WO WHITE E OAK LEASING -CONDUITS& (1) SPARE R.TOWN) .W 1 SIN .. /// .. .. .. .. .. .. .. X f ..1 III\ s Ilj\ .. .. /. ../ R.F. . WP WHITE PINE ZONING :. .. // .. .. WIDEN EXIST. GRAVEL 1 / \ YP OW(PINE ACCESS Rw. E A 2 1 _. i Z'pq /// % TRU MAP 036 BLOCK 004 a'^ ��l : w. p/E .. .: ... _ - � ,/ \ / :/ PROJECT N0: MA 032 .. .. .CO7U1T FlRf DismiCT .. - .. �I - e \ .. .. .. P.O. BOX 1475 1O\\\\\;I�T B0 D / .. .. \ °W / 0 .: .. .: COIUIT, MA 02635 .: PROP. 5 1 /1z"Ro `\\ .. .. .. .. .. .. ::LAND AREA 156.42 AC \/ / - B0 RAWN BY: ...ACCESSCA _E A y n 1sRo LLAR�°:\\� � � /. / DCHECKED BY: dMT \ MAP 037 BLOCK 009 SUBMITTALS . ,,xx??�� \\) \ 0' () \ . /\ / TOWN OF BARNST BLf(CE .' .. :: :. .. .. :. "RO k:�`�, / _/\`�� l/ H ANNIS.12 I MA 02601,�- .... .. ... .. ..... .. PROP.:CONSTRUCTION ': : I R2 R LM w 2'YP \`� \ / 1 \� \Y,�o ACCESS ENTRANCE. 9 t i\i 1-00P / to °R .. .. 02'FPp... .: (RELOCATE AROUND - .. .. S\ .. . .. .. .. .. EXIST. CATCH BASIN .. :: �' .. / i ..,.-' � _�_ ...... .. 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TREES �/ / ^\ 7� /12'RO ___________ _____ PROP.EASEMENT/LEASE AREA - (PREDOMINATELr" .. .PROP. PARKING SPACE / /� i {>� i�� OAK&PINE) &TURNAROUND Y \ 62 EXIST.ZONING BOUNDARY / z z � _�'CHAPPELL w ...:: :: :. :: ::..: :: '. / —— _ I \:0 \\ — _ EXIST.CHAIN LINK FENCE ... 12 f7 \ / - / / / ENGINEERING _— PROP.CHAIN UNK FENCE - - EXIST. TREES TO BE /3 / ."' �12 9'RO / T TREE LINE ® SSOCIATES,LLC / / RO \. �,,. A \ � .:../: / .. +. _ .. +� � � IXIS c t/Bl�L r ri Si/ n J: REMOVED UMBED:ALONG ACCESS . .. .. .. \: - .. ROAD'&COUMPOUND.ONLY - �/ ----- ]so ---_. EXIST,CONTOUR - R.K.EXECUTNE CENTRE .. .. ♦ / �",RO � B WEST ,' _', f �. - \ / r1201 OSTON POST ROAD \ - 9 3 / 9Y / RO7�y� PROP.CONTOUR ,�yJ2 ::MARLBOROUGH'SUTE I01 JW MA 01752 .:: // ♦ [7ma�yy { 6AG\2 aHw oHw EXIST.OVERHEAD UTILITIES 5 487 RO -7400 .. .. .. p1W ONw P UTILITIES www c - - . PROP. 20'WIDE ACCESS.&UTILItt 12 RO♦ >d/I ♦♦ \��\ PROP.OVERHEAD U U ES m 9'RO ? / happelleng neer'nq co ' 9 / Uc T E AREA OVER EXIST.:& PROP. ♦ (�� t2 // EXIST. DE UTILITIES.. . \ GRAVEL DRIVE FROM;PUBLIC.R.O.W. i♦1 . . - :.w�yRo :+/' „�� PR mes '(�,�� .. .. .. - / 12"R02 9 P / UTILITY.POLE T .. .. .. - -' '- PROP 75 FENCEDHYDRA ✓, v � OP UNDERGROUND UTILITIES 9"RO \ � \ .. ..... .. ...... .. ....: .. ...... / /3 / '"` // HYDRANT.:.. ®.LINO WATER:MANHOLE :DAVi EQUIPMENT COMPOUND I DRILL HOLE ® DRAINAGE MANHOLE N. CATCH I / 9 Q S ONE/CO C BOUND ❑ CAC BASH � - . TELCO MANHOLE .:pd. GAS VALVE . "\_ / .. ... .. i \ .. / AROUNDEEXISTTEWATER GAUGE I '- • PROP. 80'x80' (6400 � / SEWER MANHOLE WATER WATER VA EXIST . BUILDING - / .. 12'RO S.F.)'.LEASE AREA 0f . 1 r�x3 /7: p TREE LEGEND APPROVALS 1 [RO. REMOVED TREE(TOTAL,OF 49).. .. - .. LANDLORD RO RED OAK G .. .. .. LEASIN :.... //�. .. .:: 1 1 �I: 1. :: / / - - WO WHITE VAN. - . . . . R.F. / \ \ : / WP-- .-.WHILE PINE WIDEN EXIST. GRAVEL 1 \ / / ZONING - / - 1 / \_ h 2"P0� \ �EX/ST. TREES /.: w YP:. YELLOW PINE ACCESS ROAD TO 10'-WIDE A-2 1 :\ I - - - (PREDOMINATELY - .. \\\ 0.10 P/N µ RUCTION CN ... .. .. :: 10 I \ ::\ \ :/.. / f)� .. L MAP 038 BLOCK 004_ .. ate^ :�/- \ \\ / / . ... .. ExI$T TREES :: ::..: n/I :: :: :. I/. \ \\ - .. .. . .. ......(PREDOMINATELY .C07UIT f7RE DISTRICT - .. .. 1 < \ \ .B .. .. .. OAK&P/NEJ' \ .,.. .\,\\\;. 0 .D / i/ / PROJECT N 032 -' P.O. BOX 1475 .. .. \ /s, 10 \ \GATE DRAWN BY:O: MA NWC 7 COTUIT, MA 02635 -- /12'RO i :LAND AREA 156.42 AC. \/ e0L \ :/ / - .. .. :- CAT .. /. .. PROP 5:: .� ... \ ... .. ... :. .. W\ Izp/ "R0 9 ACCESS E A y CHECKED BY:- JMT MAP oJ7 ecocK 009 SUBMITTALS n//.. \ .. `\\ \\ Y / TOWN OF BARNSTABLET(�) .. .... .. .:..:. .. ,. RO q i :/ PROP. CONSTRUCTION ' -' .I 2' LM / a\\\\\\�1 15YP J67:MA/N.STREET. n 15 `/ � l�l� HYANN/S MA 0260! 2YP ACCESS ENTRANCE .. /T /T\ 1 'POPI. . zYP Gap \\ \ . \S 0 - (RELOCATE AROUND /� .. `S\ .. EXIST. CATCH BASIN)!y / - O/ - - - I 07 14 17 ISSUED FOR ZONING \ - 12'Ro (D,�CIE�pOSj -0. 05/25/17 ISSUED FOR RENEW .1141 2 \72YP i 18'1OP .� \ UNKNOWN:W7077,) .. _ THIS DOCUMENT IS ME CREATION.DESIGN, C. SJ, \ �_ ).EC"i . .. PROPERTY UO COPYRIGHTED WORK OF Y 3 a 'p \ \ (\� /� '/ \�25 / r 9•R0i fi\ 12'RO \ T-MOBILE NORTHEAST ULC.ANY DUPLICATION S1 y5'wQi 15'RD �ry12�Z4 u�lEi +y 12'RO .. .. .\ \\ .. - .. OF \\ \ _ \ \ .. .. BYI �jGapVE1 Z\9 4 i % - ... _, \. \ S .. CONDUCTISR NG THEIR LAWFULLY AUTHORIZED 0 USE WTHOUT-EXPRIESS WRITTEN CONSENT S ROHIBITED.DUPLICATION AND USE �� \ \ / _ 72 REGULATORY AND ADMINISTRATIVE FUNCTIONS BY \ \ \ \ B'RO A� RELOCATE:EXIST. ROAD FOR 06 \\ \\ \ \ 12'R "RO i 4 MI �" 11 9w0 AROUND ACCESS .- 2J 7 E SPEGFlCALLY ALLOWED. - \ �iC 9"RO �� r 12'RO .. ND EXIST. \ .. UPS \\ 18YP o ,^,O�y[ /8•CH GATE .. I +� .. _ .. MA-032 IL MTV k0 MAP 022 BLOCK 012 60 .i��4. 12'RO .. i ANDREW.A B0.90LA ..\ .. O�i>'" .. .. .. .. .. P.O.BOX 1ezD. B d Sc, : ... .. .. ... .. .. 414 MAIN STREET + NEWARK,NJ 07101 o . / �y4 .; \ ti PROP.'U/P ...,.. ... MAP 038 BLOCK 004 .. \\< - \ .. \ / \\ \ COIUIT FIR£/DISTRICT.: — \ Cl / \\ . .. \ .. .. P.O. BOX.1475 + / - \O•sk. ,'s� \\ - COTUIT. MA 02635. vrtEr nn / \ \ LAND AREA _ 158.42 AC Exisr TREES '..Ia LANDSCAPEEPLAN .. ROP. OHW X07, ROM. OAK NE)/ \ T. U/P �BO/36 I +:: .. .. .. .:SHEET NUMBER UP/LP p 80 38 \\ LANDSCAPE PLAN \' ExlsT SCALE: I.=20.. .. .. C-3 - l ..WATER . / •P_S \ _ / ... TANK .. .. I I..' .. .. .. !v CENTERLINE .. I I.. _ - .. PROP.: .: 4' LIGHTNING ROD PRO LICHTN 74 AG EL PROP. T-MOBILE (9)ANTENNAS,; - _ OF OP. MONOPOLE e V. ,®:CHAPPELL .. .. _ .. .. .. .. .. .. :. OP EL PR 170 0't ACLACL .....: .. ::.... I .. ...... ...... .. :: :r..:: 3 RRU'S & S TMA'S: . TOP ( ) () """ .FL PROP.T—MOBILE ANTENNAS ENGINEERING MOUNTED TO PROP. MONOPOLE —x—B , EL = 167'-D t AGL , ®ASSOCIATES.LLC" - .. C.PROP.AT&T Nn'1 SI:lVb)'y%iJ[J: :: ::..:: .. .. .. ..... .. ::... .. .. ::..: .. : .. CONCRETE PAD WIRTHIN PROPATOR :..: ... - .. .. .. � PROP. SPRINT ANTENNAS R.K.EXECUTIVE CENTRE . j I 3 : - 4'x8'"(32-S:F.) LEASE AREA PROP.-SPRINT(9)ANTENNAS &(15) - - El. =157:-U t AGL 201 BOST N POST DROAD WEST PROP. .RRH'S:MOUNTED TO PROP, MONOPOLE: " - COMPOUND ::MARLBOROUGH,MA 01752 ::.... .. ..:. .�. .. ...:: .. 12'1'P: : : .. : (508)481-7400 A 2 .. I. - 18 RO _ .. .. .. I .. --haPPellengineer I, I. 4 FL PROP.AT&T ANTENNAS z�T-4y- :PROP. 75'x75' Is Ro - PROP.AT&T(E12)ANTENNAS, (21) RRU'S & ( - El. =147-U'#:AGL ( ....-'Gam' "EQUIPMENT COMPOUND .. .. .. .. .. .. .. OF .. �:. .. i I _ PROP..80'x80' 6400 ... .. 4 '(H S.F.) LEASE AREA 12Yv. /\ .. ... :DAV1 80.0' 4 .. .. L J L J '. .. - .FU7I/RE G1RRlERANTENNAS� DISTRIBUTION BOXES MOUNTED MONOPOLE I} " r r. £L.= 137'0 i AGL --- -- ---------- II I x -fix x x xa / 06. \ L J L J t .. - - FUNRE G4RRlFR I I?QN''S_ r-- �' - _ I PROP. AT&T PROPANE 1 ( .. .. r r- ... I' / / I_: r 1 r 1 EL. _ I2T-0't ACLACL w ��" PROP. 8' HIGH CHAIN 2; "�: � I /� I;: 1 � � - .� I � I;�� .\�\ 7 I. TANK ON CONCRETE�PAD"" u I u O :LINK.FENCE WITH 12' _A_2 .. .I I : li: ���I I. :). : / 1 WITHIN PROP. 4'x10':(40 : .. - - .. �y1fi) .(GaCy . .. .:. : .: vIVf41. .- WIDE DOUBLE SWING GATE. I - FUTURE FUTURE .r FUTURE I \ - - ' -� I S.F.) LEASE AREA. - 1 I I '/ \ 1 '"70 x2G' )Gk2G• .- IG'x2G' ` - i" 15 RO 1 I ;;I� i 9RO \ EQUIPMENT / fOUIPMfN1: EOUIPMENT \ '' 1 .. .. .. // "1 AREA / i. AREA :. A3EA \ r .PROP.AT&T EQUIPMENT - .. I _ .. .. .. - APPROVALS - . ... .. ` "I I: II / \\✓�. 7" I \ ' SHE ON CONCRETE - PROP.ROl�1TEDEUPCINTERIOR OF - ." .• .I ;I .. �\ \ 7 x 1 PAD WITHIN PROP. PROP. MONOPOLE: 92'-0" — 122'-0*AGL'TO:.: L————J.: L J Lr �__J I� _:12'x20' (240 S.F.) .. .. - .. BE RESERVED FOR:PUBLIC :. : .. .. . .. - .. I - -' 'I .LANDLORD .. - .. ___,� / 1 EQUIPMENT LEASE AREA I SAFETY ANTENWS/EQUIPMENT " " : r-- .:I \t\—1---- .'. /�61' �,(,(,L, -T I I PROP.:CARRIER" '.i CEASING L COAX/CABLES:ROUTED ... .. - I .. - .. R.F. - " ALONG PROP. ICE BRIDGES- I _ PROP. 170 MONOPOLE 11. 1 ,,:< / PROP. 170' �.: L.: o ZONING .. .:. L\ : w. MONOPOLE .. 1 �. I"s - _ ,�� .. ✓ 1 m. .. - - .. .. .CONSTRUCTION ... PROP. PARKING " 1 /4- PROP. BOLLARD PROP.: .. ! .: SPACE& -- .. TYP �. .. _ .. \. A 2 ( ) \ A 2 BRIDGE.(TYP.) A/E .. .. .. .. 1 :. TURNAROUND :\ .. I..:. 3 I .. . 1 7 PROP. GPS ... .. . .. .. 1. ..I .. ... �':: PROP. :: .� 1 I'. "A-2 ( ') MA-032 - ... TRANSFORMER . 1 t 1 I I PROP. T-MOBILE DRAWN BY: NWC .I: r-._----- - .. PROP. MULTI-GANG I ..: .. 3 0 EQUIPMENT ON AVERAGE TREE HEIGHT.. .. 1 .. 1....:. ..METER BANK WITH - - I -I" I .I I CONCRETE PADS-": .. I E[. =BO-0"-7G'-o i-Act BOOA MAIN .1. - CHECKED BY: JMT`I - WITHIN PROP. 1O'x16' /.\ I I: 3 ,. I. (160 S.F.) EQUIPMENT; \ /� 1 ._ 1.. I .:: I .1 I I.. r i��-,11 :.LEASE AREA / / �} � ' SUBMITTALS . uc/r uc ... __".j 1 PROP. T—MOBILE 120C us/E/r /e/T" 0/E� PROPANE:TANK ON .. .. q� I K. x-xxxx x x 1 �- .: -L�_J CONNCRETE P :WIT ,,.....�� I ✓ :. _may L----- ------------------ — -------- J PROP. WNW (100 s RG : OP. SPRINT EQUIPMENT.: S.F.) LEASE AREA PROP. TELCO ON:CONCRETE PAD WITHIN: �rV l� 1 0714 t7 ISSU- ED FOR ZONING sRO HANDHOLE PROP. IO k20'..(200 S.F.)I - .. .05/25/17 ISSUED FOR REVIEW "12YP EQUIPMENT LEASE:AREA .. _.,i.I ... 9WP PROP. MESA SPAN .: ✓• I "THIS'DOCUMENT IS THE CREATION,DESIGN, CABINET (IF REQ'D) ::... y�4,j� ::.... ... .. I - .. : PROPERTY AND COPYRIGHTED WORK OF CAnON EX TREE TO BE .. - PROP. MESA S .. .. T-MOBILE NORTHEAST EZPRESS:WRITTt.ANY EN PCONSENT IS EXIST. PAN CABINETOR USE PROP. 20':WIDE ACCESS& UTILITY .: :." .. :,REMOVED (TYP.) ": (IF:REO'D) j STRICTLY PROHIBITED.DUPLICATION AND USE BY - / II v AREA OVER:EXIST. &:PROP. GRAVEL : - - - :: : : - - - I - GOVERNMENT AGENCIES FOR THE PURPOSES OF .. .. - .. .. .. .. PD OP CARRIER.. - CONDUCTING THEIRLAWFULLY AUTHORIZED.. . - I DRIVE FROM PUBLIC R.O.W. EXIST. TREE(T7 PROP. MULTI—GANG METER EQUIPMENT NOT- : REGULATORY AND ADMINISTRATIVEFUNCTIONS IS - ��. REMAIN, TYP.); BANK WITH BOOA MAIN SHOWN, FOR CLARITY. : SPECIFICALLY ALLOWED. - - .. 2-9R0, / ✓ i .. .. ... PROP. TRANSFORMER .. MA:-O,32 1 2 0" TREE LEGEND. ; PROP- 8'"HIGH 11. �r3"}� ....:: .. i! i .'_ PROP.:BOLARD (ttP.) .. I .. CHAIN LINK"FENCE, .COTUIT RELO. / . �� / . _ PROP. U/G UTILITY RUN I / PROP. U/GUTILITY RUN FROM I. REMOVED TREE(TOTAL OF 49) FROM P. ( PROP. U/P ((4) CONDUITS & CONDUITS& (1) SPARE - I - - __ .. I - - -- - 414 MAIN STREET - 1 - L \ v (1)SPARE CONDUIT FOR TOWN) - 1 I, _ I \ ✓ I RO RED OAK CONDUIT FOR TOWN) - COTWT,.MA 02635 .. . .. w0 WHIT OAK PROP. TELCO .. E .WP.. .. WHITE PINE - HANDHOLE - :.GROUND LEVEL \: QWIDEN EXIST. GRAVEL I - . _YP. YELLOW PINEEL -0- ACCESS ROAD TO 10'WIDE - = :I - uG/E/T /E/r - POUND PLAN & ELEVATION .. :...-. - ... SHEET NUMBER.. NORTH. .. ...... .. .. .; .. .. COMPOUND PLAN N SALE:, n,D' SOUTHWEST - TOWER ELEVATION A 1 : 0 5' 10': � 20' 30' ae n:Ewa 45'EXTENSION ARMCENTERLINE - - - - - BARBED WIRE 1 '0 PROVIDE DIAGONAL ADJUSTABLE RIDE AND - TOP'5/BRAIL TURNBUCKLE ASSEMBLY AT.ALL CORNERS 1-. INSTALL FENCING PER ASTM F-567,SWING GATE PER ASTM V CRUSHED GRAVEL: PROCESSED AGGREGATE .. F 900 .. PASSING R PASSING - is'ALL'END POSTE LINE POSTS:PULL POSTS.:POSTS FOR .. .. : :. .SIEVE BY WEIGHT' SIEVE BY WEIGHT - - GATE LEAF,PIPES OR GATE FR ME AN TOP RAILS SHALL BE 5- 100 2 1/4' t00. SCHEDULE 40 PIPE PER ASTM F-1083. - 3 1/2' 90-IDO -2' 950100 2"WIRE 1 1 2' S5-95 :3/4" SD-.75 STRETCHER MESH GA. 12 CA' RE WIRE CM PPELL - . _ _ : -1�' 25-fi0 t/a' ..25-45 .. BAR ING i0 .. .. . JIG 15-45 .. g40 5-20 - - - CONFORMING TO ASTM A-392.00 SIZE 2" ENGINEERING 5 MESH N E /40 5-25 #100 2-12 �ASSOCIATES,LLC #10D O-1D : TENSIO HEAVY DUTY - 4. TENSION WIRE SHALL BE 7 GA.GALV:STEEL.- ;0200 0-5 WIRE ARM LATCH (t(vi,-5,/,JGI.Iryi•1_arrrf Si.11V(`y711:j: . - .. 10'-0,. - - .. - :. - : ._ _. 5.: TIE ERE SHALL BE 11 GA.GAL SEE MIN T POSTS R.K.EXECUTIVE CENTRE -. : 4"COMPACTED .: ..:' _ - END POST-,. HOG RINGS INTERVALS.TENSION Y B D WEST . .. 2 1/2"0 AND RAILS.A'SINGLE'WRAP FABRIC VTIE TATL TEN )AT B 201 OSTON POST ROAD ... .. 52 PROCESSED:ACGRECATE m r GS SPACED MAX.OF 24' 2'o PIPE AT UNE PO SUITE 101 2 t/2'0 PIPE AT PULL PO :FRAME a PIPE ' MARL(508)4 H,74 017 �' "--' '� 6 BARBEOWIRE SHALL BE DOUBLE STRAND 2 2'0 D - S08)481 7400 .. POS 'FRAME'GATE IN E 1 I/ SIOPE 1/4'/FT. SLOPE 1/4'/FL - - - x .: FOR 5'-0'CA MECHANEiSM CKMG T'NTSTED WIRE TO MATCH W/FABRIC 14 GA.,4.PT.BARBS - www.choppellangineerng.com- - E— LEAD SPACES ATAPPROXIMATELY 5'O.C. _ 7.:COMPLY NTH LOCAL ORDINANCES OF BARBED.WIRE PERMIT L�OF - \j\ LEVEL REQUIREMENTS,IF REQUIRED. - - �FA`crBOTTOM TENSION FABRIC,GATE NSYSTEM TAND ALL LNECESSARY ERECTION PO umvi ' srs, c 1 E WIRE ACCESSORIES,FITTINGS AND FASTENINGS.ALL FENCE SYSTEM. .. .. UNDISTURBED GROUND B'CRUSHEDGRAVEL - GROUND 'COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE WITH 4 . .. ASTM'A153.GATES SHALL BE SWING GATES(LEAF WIDTHS PER y w PLAN).REFER TO TYPICAL FENCE DETAIL FOR,ADDITIONAL GRAVEL ACCESS 728T INFORMATION.INSTALL FENCE AFTER CONCRETE AS ATTAINED - � 5X OF 2B DAY DESIGN STRENGTH. � - 06 DRIVEWAY CROSS SECTION TYPCAL FEN DETAIL. T 9. SCREENING SLATS SHALL BE INSTALLED ON PROPOSED .. SCALE:4/2'=1'-0' SCALE:I3/8"= V'O- A-Z FENCING(COLOR: OREEN:OR:AS DETS BY PROJECT OWNER) E `S➢DNAIL ti�G .. .. 0 1' 2'. .. :4': 6' .. -4 2-8 .. ... .. . .. ._ .. APPROVALS .. .. .. .. .. CONCRETE CAP .. .. :.- H 40 STEEL ;' C MIN 2 THICK P WITH P C LANDLORD RUSHED STONE, .:- FILLED WITH CONCRETE PIPEPAND , -------------------------- _ .. CK .. : PAINTED IN ACCORDANCE LAN L AINTING SPEC. .LEASN �"CRUSHED STONE n - ... ... .. .. .. ASTM C33 512E NO.37.- ... - - - — —MIN 4'THICK - - ZONING FINISHED GRADE - E 1 .. - o 0 0 0 0 0 CONSTRUCTION. .. . DETAIL'B'..SEE DETAIL'A' SEE .. - 3/8'STL R.CAP .'\i\�� " " z rs. .. ... _ .. 'MIRAFI 60OX GEOTECH SCARIFY AND COMPACT TOP �. ACE . FABRIC,OR APP'D EQUAL 6'OF EXISTING GRADE - I I �I 2'0: ..: /z'o 40 MIN PROJECT N0: MA-032 .. FILL WITH CONC. 3'0 ... SEE DETAIL'C' .. :' _ RD TO i0 SHE E TOP TYPICAL GRAVEL YARD DETAIL 3 BOLLARD DETAIL • DRAWN BY: NWC- -' - ACCESS ROAD- - .. :SCALE:3/4'= V-D' :: - :.- .. A-7 .. :.- :. SCALE:NTS CHECKED BY: JMT .(TIP.) '..� -. .. .. .. .. : .. .. .: Y-. CONCRETE .: CONCRETE :: :: :. q SUBMITTALS ...... .. 5/B'0 HOLE .. WELD NUT TD BOLT.ALLOW SUFFICIENT - - .. ... .. 3.0 ....R 3/8'TM'K. .. CLEARANCE BETWEEN NUT 8 3/8'R ... :- _ _ :: .. .. . .. 3/B'STL R _... .._.. i0 PERMIT'GATE TO ROTATE .. : . GPSCARR ANTENNA(BY PCTEL): ... _ . i ki 5/8' :: ::4•0., - ' 1/270%_4":LARGE BOLT .. - 2'0 3'0 GATE POST - .. - .. .. ' • COLLAR BRACKET 3 4' - t-- - R 1/8'THICK.3'WIDE GALV. - - MOUNT KIT(BY PCTEL) D DS/25/17 ISSUED FOR REVIEW 07/14/17 ISSUED FOR .. .: ::..:. .. ::.`0.. ... .. -. / :.__. . POST h WELDED.ALL AROUND...... .. .. '0 3 . .. _ o .... ZONING 3 8'STL @ BO% ROLLED TO FIT 3'0 GATE n _: � THIS DOCUMENT IS TFIEECREAPON EDESIGN, 1 5/8' 3 WITH NO BOTTOM 1 - - w/1/8 FILLET WELD 1Y.0 SCH.40 x 18' - PROPERTY AND COPYRIGHTED WORK OF 3/B'ROD - T-MOBILE NORTHEAST LLL.ANY DUPLICARON .; DETAIL'' CONCRETE : : - IN.SS OR GALV.PIP-M E : : :WRITTEN CONSENT IS - - OR USE WITHOUT .. .. .. .. .. .. :. STRICTLY.PROHIBIIED.:OUPLICATION AND USE BY ' GOVERNMENT AGENCIES FOR THE PURPOSES .. .. - QF.TBILA - '-.-.-.:_..• ... .. - - .. - - - - .. - - : CONDUCTING THEIR LAWFULLY AUTHORIZED..�F 3"0 REGULATORY AND 3/e'STL.It : 3/8'ROD :: -•;• 6 1/8'THICK x J"WIDE CALM. SPECIFICALLY ALLOAWDEDMINISTRATI .. .. ...... ROLLED TO FIT'3.0 GATE ADMINISTRATIVE FUNCTIONS IS .:.::::.....:... POST B WELDED ALL AROUND. _ 2 .. .. .. 4' 2"0 .: •.. w/1/B'FILLET WELD .. .. _ ... PROP.NUT .3"e GATE POST MAC-Q32 3/ n . . 1 1/2- 2' - CONCRETE 1/8 STL R BOX 3/4B;xsS 3'SR LOT NTH - : :: PROP.LOCK NUT PROP.PIPE PIPE IPE CLAMP NTH NO BOTTOM ... .. ... .. ... -' .. .. (ANDREWSP/N: BC-20-10) COTUIT RELO. SECTION -DETAIL.•C' - . PROP.12.7m 0254mm PROP.ICE BRIDGE POST ..1 .THREADED ROD ... .. :.. .. NOTES: MOUNT ICE BRIDGE W/6'-8. .. .. MIN.CLEARANCE-FROM 12 x1Z"xXr°BASE PLATE W/(4) 1.ALL STEEL MATERIALS SHALL BE HOT DIPPED GALVINIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 - - 'ZINC(HOT-DIP GALVINIZEO)COATINGS ON IRON AND STEEL PRODUCTS,'UNLESS OTHERWISE NOTED. - - GROUND TO UNDERSIDE OF �§'HILTI,HIT;BOLTS-W/5'MIN. 414 MAIN �.: CABLE SUPPORT EMBEDMENT(IF APPLICABLE) - :: 2.ALL JOINTS TO BE WELDED ALL:AROUND WITH 3/16'WELDS. : - .. .. .. .. .. .. .. OT 51EE7 RILE 6E . C 35 3.ALL PIPE TO BE SCHEDULE 40 STEEL DIAMETERS SHOWN ARE NOMINAL PIPE SIZE. 4.PROVIDE AN ADDITIONAL 3'0 POST w/3/8"ROD LOCATED TO HOLD GATE IN AN OPEN POSOlON 90'FROM R44T - REM PoLRF MD. BESCR�M - ATM• _ 1: THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD _ SHOWN.... :. :: :: :: :: :I: 1 WBLB123.06 12'WAVEGUIDE BRIDGE SUPPORT BRACKET 2 1'-aYa"DIAMETER GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE SITE DETAILS:. - ._ .. .. .. S.GATE TO SWING AWAY'FROM PARKING AREA. - - .: - .: - 2 MF-130 DIRECT BURIAL PIPE COLUMN, 13'-4" 2 - " PIPE MUST NOT BE THREADED AT THE ANTENNAMOUNT END. THE-PIPE SHALL BE CUT TO THE REQUIRED LENGTH USING A HAND OR ROTARY S.GATE SHALL BE CAPABLE OF ACCOMODATING TWO PAD LOCKS. -: : : .: ..: .' 3 WB-CYI 10: 12"-SAFETY GRATING : ..: .1 ..: PIPE CUTTER TO ASSURE A.SMOOTH AND PERPENDICULAR.CUT.. THE, CONC.PIER 1 I CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL - 4 WB-K11OBH. HARDWARE KIT REM#5-16 1 AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. :SHEET NUMBER -- .. (IF APPLICABLE). �i _ SWING GATE DETAIL —s CABLE BRIDGE DETAIL s TYPICAL GPS MOUNTING DETAIL SCALE:N.T.S. .. A_2 NTS E A SCL: -- 4 2 .. ... - A-2. - SCALE:N.T.S. � A'� ./.\.- ': ABUTTER'S LIST TAX MAP 01 ABUTTER TAX MAP WT ABUTTER TAX MAP LOT ABUTTER 7AX MAP LOT ABUTTER TAX MAP LOT ABUTTER IM MAP LOI BU �H IDS.MAP = LBUTTE3 TAX MAP LOT B�.13 22 8 THOMAS P.TOKARZ 22 14 ARTHUR V.&GERTRUDE W.LABONTE 22 25.2 ANDREW E.&MARY A BONACKER 22 32 JEFFREY&MARTHA JOHNSTON 22 106 JOHN L.MALOY JR 23 23 COTUIT FIRE DISTRICT 37 9 TOWN OF BARNSTABLE(CEM) 38 44 ROBERT J.&CHARLENE P.CAPRIO 290 MAIN STREET PO BOX 1866 33 GERARD CIRCLE 321 MAIN STREET 341 MAIN STREET P.O.BOX 1475 367 MAIN STREET PO BOX 2015 COTUIT,MA 02635 COTUIT,MA 02635 COTUIT,MA 02635 COTUIT,MA 02635 COTUIT,MA 02635 COTUIT,MA 02635 HYANNIS,MA 02601 COTUIT,MA 02635 22 9 NICHOLAS&LOLA A.FASANO 22 15 BEVERLY ANN GIARDINI 22 28 DAVID E.&KAREN 1.POLK 22 33 THOMAS J.&MARY JO SEGUIN 22 129 CHARLES A.&SHARON MAHER 23 24 GERARD P.ELOVITZ 37 19 JAMES F.&BARBARA A.CURRERI 38 45 MARY ZAPLIN 155 BELLEVUE AVE 450 MAIN STREET 71 SYCAMORE ROAD 29 OLD OYSTER ROAD %SHARON MAHER 8 PARK STREET 75 CAPRN ISIAHS ROAD 651 CANYON ROAD MELROSE,MA 02176 COTUIT,MA 02635 W.HARTFORD,CT 06117 COTUIT,MA 02635 31 SCREECHAM WAY HYANNIS,MA 02601 COTUIT,MA 02635 SANTE FE,NM 87501 COTU IT,MA 02636 22 10 PATRICIA KENNY 22 18 ELIZABETH A.DOUGLAS 22 27 LENORE T.DIAS 22 34 ALFRED F.&CAROL M.RAYNOR 23 25 MICHAEL A.&BARBARA COEN 37 20 CACTUS EST OF 38 46 PAUL L.&DIANNE L.CLARK %RES BANCSHARES MORTG GRP TAX DEPT. 480 MAIN STREET 381 MAIN STREET 7 MAIN STREET 22 132� WILLIAM ARCHIBALD 1880 SANT'UIT NEWTOWN ROAD CAPN 13I HA ROAD 164 CAPN SAMANDRUSAHS ROAD PO BOX 100202 COTUIT,MA 02635 COTUIT,MA 02635 ASHBURNHAM,MA 01430 THOMAS ARCHIBALD COTUIT,MA 02635 COTUIT MA 02635 COTUIT,MA 02635 COLUMBIA,SC 29202 9 PARKER ROAD , 22 23 JULIA PASKAUSKAS 22 28 EDWARD F.MURPHY TR 22 36 DOUGLAS W.&JENNIFER M.ROSS OSTERVILLE,MA 02655 38 47 NATHAN T.&KATHRYN M.RUDMAN 22 11 WILLIAM P.&JO-ANNE F.HALL HAROLD J.MCGINN EDWARD F.MURPHY 1995 REV TRUST 388 OLD OYSTER ROAD 23 26 MICHAEL ACOEN 38 1 BARNSTABLE LAND TRUST 178 CAPN SAMADRUS 1880 3ANTUIT NEWTOWN ROAD P.O.BOX 224 54 WARREN STREET COTUIT,MA 02635 50 N STREET 451 MAIN STREET COTUIT.MA 23 16-1 NORMAN ARSENAULT COTUIT,MA 02635 COTUIT,MA 02635 NEEDHAM,MA 02192 228 MAIN STREET COTUIT,MA 026M COTUIT,MA 02635 22 39 CAROLE A.KANAVOS COTUIT,MA 02635 38 48 PAUL L.&SUSAN CAMILLERI 22 12 MARK E.&LINDA BOBOLA 22 24 RICHARD C.TROW 22 29 JOHN E.&ELLEN S.CULVER 440 MAIN STREET 38 3 RICHARD L.KOPPEN 190 CAPN SAMADRUS ROAD 360 MAIN STREET 23 KENDRICK ROAD 394 OLD OYSTER ROAD COTUIT,MA 02635 23 16-2 KEITH H.&PENELOPE PACKARD 365 W.MAIN STREET COTUIT,MA 02635 COTUIT,MA 02635 WAKEFIELD,MA 01880 COTUIT,MA 026M 2 SECOND STREET,RINGS ISLAND HYANNIS,MA 02601 22 40 JOHN J.& PATRICIA PISCH SALISBURY,MA 01962 38 49 LOIS A.TWITCHELL 22 13 MARGARET A.&GROCH GIARDINA,SN 22 26-1 MARY ELLEN LEONARD 22 30.1 JOHN L.MALOY JR 11 OLD KINGS ROAD 38 38 WALTER F.&BARBARA A.HEYDE 57 MARION STRET COTUIT, %WEIS P.O.BOX 595 P.O.BOX 153 28 CHARLOTTE DRIVE NATICK,MA 01760 MA 174 WILLIS STREET COTUIT,MA 026M COTUIT,MA 02636 PLYMOUTH,MA 02360 50 LEIGH M.MACCINI JR. WESTMINSTER,MD 21157 22 30.2 ROBERTA FREEDMAN BAM 38 38-1 38 37 THEODORE M.BARNICLE LEIGH M.MACCINI REV.TRUST 197 BARNSTABLE ROAD DOROTHY L.BARNICLE 177 CAPN SAMADRUS ROAD HYANNIS,MA 02601 127 CAPN CARLETONS ROAD COTUIT,MA 02635 COTUIT MA 02835 38 61 '10 ANDREW M.&LORRAINE GANAS CAPRI CARLETONS ROAD 22 31 JEFFREY S.JOHNSTON TR / � JOHNSTON FAMILY REALTY TRUST 38 38 JOSEPH P.&ELENA M.PARETTI COUIT,MA 02635 430 OLD OYSTER ROAD COTUIT,MA 02635 L ROAD a 12 CARLTON ROAD I SANIPSONS M MILTON,MA 02186 38 52 SANDRA BARTLETT lox 38 39 ROBERT A 143 CAPN SAMADRUS ROAD&DOROTHY CISHEK COTUIT,MA 02635 &4M 1 0 O 140 CAPRN CARLETONS ROAD 23-23 / // / COTUIT,MA 02635 38 53 STEPHEN P.&EDITH S.LABRAN 125 CAPN SAMADRUS ROAD O 38 40 OMAR&CAROL A.SMAYKIEWICZ COTUIT,MA 02635 124 CAPT CARLTON ROAD COTUIT,MA 02635 38 64 JOHN D.JR&SHARON F.SORCENELLI/ �{ SAM BANFIELD DRIVE 38 41 DAVID M.&ANNA SILK COTUIT,MA 026 5US ROAD / ABIGAIL S.WALES � / � 38-38-3/ �•. / 100 CAPN CARLETON ROAD 38 55 DAVID A.&RHONDA LOCKWOOD O ` / COTUIT,MA 02635 66 CAP'N CARLETON'S ROAD 1 / N� % COTUIT,MA 02635 BAM e� 2BAM \ � � 38 42 TIMOTHY A.&SHEILAA.MULLEN 100 CAPN SAMADRUS ROAD 38 58 /ANNE E.PHILLIPS 2 ��•--�.\ /i BAM BAM COTUIT,MA 02635 54 CAPN CARLETONS ROAD to Z 38 37 38-36 COTUIT,MA 02635 BAM 36 43 JOHN D.JR&SUSAN M.DALTER t� O 23�-25 \ % 38-38t O IO 4/ SIGMOND J.&AGNES A.PENSKI 112 CAPN SAMADRUS ROAD BAMU \\�' ...�"'r j J'j' / ��,,r +�"- COTUIT.MA 02635 23_16-1 �] + '�� COMAPIJY EASEME [J CT111C 7�--'' — — SHEET INDEX 0 23-116-2 to BAM f VINEYAR PPROXr rATE) - / — -"'"�� w "� ... w BAM 23-26 CAS (A SHEET NUMBER SHEET TITLE $' � 38-40 0 1 SITE OVERVIEW ?B3ARN BAM 2 SITE DEVELOPMENT PLAN es--3g 38-41 O 3 WATER TOWER ELEVATION BAM PLANS OF REFERENCE BALM 38-42 BAM 38-43 22-106 + /� 1.PLAN OF LAND IN COTUIT BARNSTABLE,MA FOR EMILY&HERMIONE WHARTON. SCALE 1"Q20', 0 O BAM r.I 0 DATED 10/14/64,BY CHARLES N.SAVERY INC. OBTAINED FROM THE TOWN OF BARNSTABLE 38-54 ZN ENGINEERING OFFICE. BAM ,p BM 2.PLAN OF LAND IN COTUIT,MAAS SURVEYED FOR THE COTUIT FIRE DISTRICT. SCALE 1"�200', BAM 38A53 38-550 0 O / DATED JULY 12,1963,BY ED KELLOGG CIVIL ENGINEER,OSTERVILLE,MA OBTAINED FROM 38-44 O� // THE TOWN OF BARNSTABLE ENGINEERING OFFICE a �3 G5� BA BAM / 3.COMPREHENSIVE SITE PLAN PREPARED FOR SPRINT SPECTRUM SITE ID#BS13XC662B3 BAM 8-5 DSO 22-8 PREPARED BY CLOUGH,HARBOUR&ASSOCIATES,UP.DATED JULY 1999. 38-52 BAM // NOTES BAM 3 51 22-40 � — A MAP 38 LOT 4 1.THE PURPOSE OF THIS PLAN IS TO SHOW THE LOCAMON OF A PROPOSED CINGULAR WIRELESS BAM ILI) BAM BAM // COTUIT FIRE DISTRICT WIRELESS TELECOMMUNICATIONS FACILITY. 38-45 �z SITE OVERVIEW 22-34 ,�ti 22-s BAM 158.4 ACRES 2.THE PROPERTY OWNER OF RECORD IS:COTUIT FIRE DEPARTMENT&WATER DEPARTMENT y 3 -62 BAM 38-46 414 MAIN STREET, COTUIT, MA BAM ?� 22-10 O 22-33 0 -92 O •tJ /�/ 3.THIS PLAN IS PREPARED FROM THE PLANS OF REFERENCE AND TOWN OF BARNSTABLE TAX MAPS. �G 38-50 Tax Map: 38 Lot: 4 Date: 06/14/01 w 2231 ��.p� O 4.THE SUBJECT SITE DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN AS INTERPRETED FROM THE �O Scale: 1 !-- ZOOS Sheet Of 3 BAM FLOOD INSURANCE RATE MAP,TOWN OF BARNSTABLE,BARNSTABLE COUNTY,COMMUNITY PANEL }� BAM 22-11 NO.250001 0021 D. EFFECTIVE DATE JULY 2,1992. BAM BAM O 22-30-1 38-47 38-49 0 to BAM S BAM wool Cj 22-30— BAM 22-12 / 2909.70 (REF. 2) • 22-28 N S M 249.98 (REF• 2) BAM ze 22-29 i3o i n a r C\> == PROPOSED BAM sM WIRELESS BAM 22_27 0 b angular 22-36 � BAM BAM �0 � , WIRELESS 37-9 22-26 _ @°<oA COMMUNICATION FACILITY 28 Cingu/ar Wireless, 580 Main Street, Bolton, MA 01740 BAM 001 -14 °�Q`j 22-25-1 DESIGNED BY:"" DRAWN BY:SMT CHECKED BY: \/ BAM �+�/ 0 " 22-39Apnow BAM V ����,, ��1�SH OF�/s 0 �, 0"'�1� site F Paid A. 22-25-2 e / o BAM Al 22-129 � (w �y g p SFCENGmEpwGPARriFRsHip ING ZQ �� � �•y� NAI EN6 25 SUNDIAL AMU,SUM 205W MANCHESTER,NH 03103-7230 TEL 603.647-8700 N BAM '\ SCALE 1"'200' (� PAX 603-647-9711 � 22-2:3 LOCATION PLAN Not to ScaleLL � 4D.SFC ENGINEERINOPARTNERSHIP INC OCt 2652 SITE OVERVIEW LEGEND \\ PLAN OF REFERENCE EDGE OF GRAVEL ` \ 1.PLAN OF LAND IN COTUIT BARNSTABLE,MA FOR EMILY 8 HERMIONE WHARTON SCALE 1"=20' EDGE OF PAVEMENT " V A DATED 10-14-64 BY CHARLES N.SAVERY INC.OBTAINED FROM THE TOWN OF BARNSTABLE OVERHEAD ELECTICAL oh/e&t \ \ ENGINEERING OFFICE. AND TELEPHONE NOTES OVERHEAD TELEPHONE oh/tel PROPOSED \ } ci n g u I a r" \ 59.98 1.THE PURPOSE OF THIS PLAN IS TO SHOW THE LOCATION OF A PROPOSED TELECOMMUNICATIONS UNDERGROUND TELEPHONE ---- ug/tel ---- \WIRELESS c FACILITY FOR CINGULAR WIRELESS AND TO SHOW THE EXISTING CONDITIONS OF THE PROPERTY ADJACENT TO \ i EXISTING CHAIN LINK FENCE - 0 - 0 - 0 - COMMUNICATION FACILITY COR AFFECTED BY THE PROPOSED CINGULAR WIRELESS PROJECT. PROPOSED CHAIN LINK FENCE -e e o- �� \ \ PROPOSED Of 2.THE PROPERTY OWNER OF RECORD IS:COTUIT FIRE DISTRICT. REFERENCE OF DEED BOOK 949,PAGE 202 \\ �\ CHAIN LINK FENCE BARNSTABLE PROPERTY MAP BPM o FROM THE TOWN OF BARNSTABLE(COTUIT),BARNSTABLE COUNTY,MASSACHUSETTS ENGINEERING OFFICE. e � � � � � c UTILITY POLE -D- ^7`t e a 3.BOUNDARY INFORMATION SHOWN ON THIS PLAN IS COMPILED FROM PLAN(S)OF REFERENCE,DEED 6 . INFORMATION AND FIELD EVIDENCE. THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY BY GUY WIRE PROPOSED 12'x28'-1 O" r r s ,ate' ° SFC ENGINEERING PARTNERSHIP. THE INTENT OF THE INFORMATION SHOWN IS TO DEFINE THE EQUIPMENT SHELTER PROPOSED TELECOMMUNICATIONS FACILITY AND ITS RELATIONSHIP WITHIN THE PROPERTY BOUNDARY. nr , , PROPERTY MONUMENT 0 ,��a 60. Ln a� :> A ° m 8 � 6' ,� 4.THIS PLAN REPRESENTS FIELD CONDITIONS AS LAST OBSERVED ON JANUARY 12,2000. PROPOSED UN GALLON * o \ \ 5.VERTICAL DATUM:NATIONAL GEODETIC VERTICAL DATUM NGVD 1929 ABOVE GROUND � '� � ( ) BENCH MARK:TBM E ELEVATION 650.1T(BY PHASE-PROCESSED GPS PROPANE'TANK �• ��.�,��� PROPOSED 4'x8' \ ��� ) 0 �A' GENERATOR PAD 6.HORIZONTAL DATUM:NORTH AMERICAN DATUM(NAD)1983 (BY PHASE PROCESSED GPS) existing \ \ CALCULATED COORDINATES AT THE CENTER OF THE PROPOSED TOWER ARE: equipment \ \ \ \ LATITUDE 41'3T 44.6"N X 61 . � 61 . LONGITUDE 70"26'29.9"W u sr existing A Wv treeline \ . \ ` 7.THE PROPOSED TELECOMMUNICATIONS FACILITY IS UNMANNED,THEREFORE WATER AND SANITARY FACILITIES existing electrical \ e meter bank 61 .38 °'� 60. \ k'sf;` ARE NOT REQUIRED. � PROPOSED xM4 p existing p 'CJ ANTENNAE \ \ o�e�\ 8.THIS FACILITY IS NOT FOR HUMAN OCCUPATION AND IS NOT GOVERNED BY ADA REGULATIONS REQUIRING °F utility existing � , a (TYPICAL) \ r \ PUBLIC ACCESS. pole to existing existing 9.street / water tank leg \� � THIS PROPOSAL WILL HAVE NEGLIGIBLE EFFECT ON STORMWATER VOLUME,QUALITY,AND RATE OF light RUNOFF. g � � .01 ® .4 (typical) \ � / 61 .4 63 \ / o \ \ 10.NO SIGNS WILL BE ERECTED ON SITE EXCEPT FOR THE IDENTIFICATION OF AN EMERGENCY POINT OF 3 62.02 ` \ CONTACT AS REQUIRED BY THE FCC. / 0 X 60,78 / \ 11.THE TOWER SHALL NOT BE LIGHTED EXCEPT TO ASSURE PUBLIC SAFETY AS REQUIRED BY THE FAA existing existing `\ OR OTHER FEDERAL OR STATE AUTHORITY. °r telephone X 60. fence \ $�// e\\�e box / e 12.ROUTINE MAINTENANCE TRAFFIC WILL BE LIMITED TO APPROXIMATELY 2-3 TRIPS PER MONTH existing antennae TO THE SITE. 13. THE SUBJECT SITE DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN AS INTERPRETED FROM THE FILOOD INSURANCE RATE MAP,TOWN OF BARNSTABLE,BARNSTABLE COUNTY COMMUNITY PANEL NO.25000)1 0016 D. EFFECTIVE DATE JULY 2,1992. Ste .: X 60. 9 / 14. SUBJECT PARCEL.IS LOCATED IN THE WELLHEAD PROTECTION AREA OVERLAY DISTRICT. Q 15.SUBJECT PARCEL IS LOCATED IN THE RESIDENCE F 1,1STRICT ACCORDING TO THE:TOWN OF BARNSTABLE o ;A ZONING MAP. a*x e 9. 2 °� ° V `g / 61.71 N °v X 60 5 61.42 59. 9.87 59. 7 60.07 4 $. SITE DEVELOPMENT PLAN �o y. 61 .31 61 .61 61 .47 414 MAIN STREET COTUIT MA p . 59 2 61 .22 Tax Map: 38 Lot: 4 Date: M 14101 house Scale: 1"-- 20' Sheet 2 of 3 M1� 4;te SMII Cin u ar INV WIRELESS 61.12 Cingular Wireless, 580 Main Street Bolton, MA 01740 ro ENGLISH x 59. OF SCALE: 1"= 20' DESIGNED E3Y:"" DRAWN BY:SMT CHECKED BY: Y', y Uj 0 10' 20' 40' 60' Paul A. J (P Ie 0488 SFC � ENGINEERING PARTNERSHIP INc.� r � ���` v �Q Eli.R '1�'' �.'�"�ti�r,"�. 25 SUNDIAL AVENUE,SUITE 205W MANCHESTER,NH 03103-7230 c � TEL.603-647-8700 FAX.603-647-8711 Y ©SFC ENGINEERING PARTNERSHIP INC. 2001 2652 SITE DEVELOPMENT PLAN g I I PROPOM CINGULAR WIRELESS ANTENNAS j PCS ANTENNAS MOUNTED RIM ELEVATION 161.5' TO CATWALK RAIIJNG HEKW OF TOP OF PROPOSED ANTENNA. 147,4 - HEIGHT OF TOP OF RAIL: 146,4 s HEM OF W MM OF xx PROPOSEDD ANIENNII: 142.2' HEIGHT OF BOTTOM OF RAILS 144.0 i HEIGHT OF BOTTOM OF TANK: 131.$ c f i I i v r i t - 1 t I I I f TOWER WATER 414 MA STREET, T INS RE CO'TUI MA' Tax P M Date. 06114101 Map: 38 Lot. 4 s Scale: Not to Scale Sheet 3 of 3 O S M cing WIRELESS I i j C n9 u/ar Wireless., 580 Main Street Bolton` MA 01740 DESIGNED 3 t3NED Sr. BRAWN BY.3MT CHECKED o M ss -� BY JX . FCENGmmuNG PAR.T EHIP INc 3 - y O r 25 SUNDIALA SUITE 205W .- VEN[1E, TES F`� WATER TOWER ELEVATION 6 MMC l3STER NH 03I03-7230 'ANAL E� 1 _ TEL 603-647-8700 Not to Scale 1 FAX 603-647-8711 SFC ENGINEERING PARTNERSHIP INC. 2001 i 2652 WATER TOWER ELEVATION I -- --- - - - - - -- - -- - s ABUTT ERS LIST .r LOT ABUTTER TAX MAP LOT BUTTE TAX MAP T ABUTTE TAX MAP LOT : ABUTTER TAX MAP ._ ABUTTER TAX MAP LOT A1B TTER TAX MAP LOT , ABUTTER � _� � .�— ;TAX MAP LOT ABUTTER TAX MAP LOT ABUTTER EFF EY THA JOHNSTON 22 32 J R &MAR J SON 06 O 22 - 14 ARTHUR V. GERTRUDE W.U1[30NTE 22 25-2 ANDREWE.&MARY A.BONACKER 22 1 JOHN L.MALOY JR 23 23 COTUIT FIR DISTRICT 22 8 THOMAS P.TOKARZ E 37. 9 .TOWN OF BARNSTABLE(CEM) 38 44 EDWARD F.GALES 1 MAIN THE PO BOX 1866 33 GERARD CIRCLE 32 N STREET 341 MAIN STREET P.O. OX 1475 I 290 MAIN STREET 367 MAIN STREET 13 GIRARD AVE TUIT MA 2635 COTUIT MA COTUIT MA 02635 CO 0 COTUIT MA 02635 COTUIT MA HYANNIS,MA 02601 ` FARMINGTON CT COTU IT,MA 02635 02635 06032 22 6 DAVID E. KAREN I.P L T OMAS J.&MARY J SEGU N A O 22 15 BEVERLY ANN GIARDINI 2 & O K 22 33 0 22 129 CHARLES A.&SHARON MAHER 23 24 GERA 37 ` 19 JAMES F.&BARBARA A.CURB RI 22 9 NICHOLAS�COLA A.FAS N LD P.fLOVITZ E 38 45 MARK ZAPLIN I 450 MAIN STREET 71 SYCAMORE ROAD 29 OLD ROAD S 1556ELLEVUEAVE % HARONMAHER B PARK STREET P.O.BOX 1127 651 CANYON ROAD �,� W.HARTF RD 1 ; 76 COTUIT MA 02635 O ,CT 06 17 COTUIT MA 02635 31 SCREECHAM WAY MELROSE,MA 021 � � HYANNIS,MA 02B01 FORESTDALE MA 02 644 SANTE FIE,NM 87601 : COTUIT MA 02635 1 I 22 27 LENORE T.DIAS 16 ELIZABETH A.DOUGLAS D CAROL 22 34 ALFRE F & AR L M.RAYNOR 22 10 PATRICIA KENNY 22 23 25 MICHAEL A&BARB EN ARA CO 38 46 ROBERT&ELAINE V.DUBEE 81 MAINSTREET :' 37 20 LUCIUS A.HAYNES EST OF N ET 3 M TG GRP TAX DEPT. 460 MAIN STREET 7 MAIN STREET 22 32 2 WI IAM R B "/ORES BANCSHARES OR _ 1 LL A CHI ALD 306 ADAMS STREET 12 OLDE TOWN ROAD COTUIT 2 CAPN ISIAHS ROAD 1 MA 26 5 MA 0 635 COTU T 0 3 , ASHBURNHAM MA 01430 ` PO BOX 100202 THOMAS ARCHIBALD , ;. MILTON MA 02186 LYNNFIELD,MA 01940 , COTUIT MAD26 5 3 , IA SC 29202 R ; COLUMB 9 PARKER ROAD I 2 - EDWARD F.MURPH T , �I 22 23 MARILYN R.GOLDSTEIN 2 28 Y R 36 DOUGLAS W.&JENNIFER M.ROSS 22 OSTERVILLE,MA 02655 38 47 : NATHAN&KATHRYN M.R D , 23 26 MICHAE L ACOEN 38 1 BARNST U MAN _ ARD F P 5 S ABLE LAND TRUST <EDW F.MUR 199 REV TRUST L 451 MAIN STREET HY 2 11 WILLIAM P.&JO ANNE F.HALL 388 OLD OYSTER ROAD - 2 178 CAPN SAMADRUS ;. 306 AD AMS STREET ,._ P.O. OX 224 k T 2 54 WARREN STREET , 50 MAIN STREET CO UIT MA 0 635 3 M I COTUIT.MA 02635 23 1&1 NORM ARSENAULT COTUIT MA 02635 M ILTON MA 02186 TI CO U T MA 0263 f C TUIT MA 02635 NEEDHAM MA 02192 5 0 78 CLIFFSIDE ROAD ` I' 22 24 RICHARD C.TROW 22 39 CAROLE A.KANAVOS PLYMOUTH MA 023 38 48 RICHAR©C.ANDE N 60 RSO 38 3 RICHARD L.K P N OPEN 22 29 JOHN E. ELLEN S. LVER MARK E. LINDA BOBOLA 23 KENDRICK ROAD & CU i 22 12 & 440 MAIN STREET 190 CAPN SAMADRUS ROAD 94 OLD 365 W.MAI N ST REET i WAKEFIELD MA 01880 3 O OYSTER ROAD 360 MAIN STREET , COTUIT MA 02635 23 16-2 KEITH H.&PENEL PE PA KARD COTUIT MA 02635 0 C , ., HY ;ANNIS MA 026 1 O IT MA 02635 COTUIT MA 02635 0 ` CTU , 2 SECOND STREET,RINGS S CO S GS ISLAND 22 25-1 . MARY ELLEN LEONARD ', - 4 LOTS A , N` PATRICIAI H A.TWITCHE LL 22 4b JOHN J.& P CIA SC ISB R'SAL U Y MA 01952 t P. .BOX 22 30- JOHN L.MAL Y JR 38 36 WALTER F B A DI A N P.O. O 595 1 O F. ARBA 13 MARGARET A.&GROCH GI R N S RA A.HEYDE 22 OLD KINGS 57 MARION STRET 11 G AD, T I M CO U T A 02635 JOHN L MALOY SR 28 CHARLOT TE TTE DRIVE. NATICK MA 1 COTUIT MA 02635 0 760 , P.O.BOX 153 BA M 174 WILLIS STREET , PL MO Y UTH MA 236 , b 0 WES MINSTER MD 2115T COTUIT MA 02635 38-1 T 38 H 50 C ARLES A.&LEIGH M.MACCINI 16 MAYFLOWER AD I 38 37 THEOD R M.e ROAD O E ARNICLE t 4 BERT F E N NEEDHA 22 30-2 RO A, RE DMA M MA 02192 D R O OTHY L.BARNICLE . 197 BARNSTABLE ROAD 127 CAP IN CARLETONS ROAD d j I,.. :V 38 51 ANDREIM M.&L RRAI 6 O NE GANAS HYANNIS MA 02 01 COT 1T U MA 02635 P.O.BOX:1 9 60 I OTUIT I 02 C MA 635 22 31 JEFFREY S.JOHNSTON TR D , O A n 38 38 JOSEPH P.&ELENA A S M L R M.P RETTI FAMILY REAL TRUST N -JOHNSTONF Y TY RUS P 1 AR �2C LS NR _ M .. 0 ROAD , S A 38 52 SANDRA BARTLE TT 430 OLD OYSTER ROAD .. { ': MIL , TON MA 02186 143 CAPN , SAMADR US ROADCOTUIT MA , w I 0 THYISHE COTUIT.MA 0263 5 O 38 39 ROBERT A.&DORO C I BAM 0 K 0 140 CAPTN_ _ CARLETON S ROAD 23 23 38 53 SUSAN W.BILLINGS l a CLINGS COTUIT MA 02635 ERIC JOHNS ON o O i 125 CAPN AM l S ADRUS ROAD 8 38 40 OMAR&CAROL A.SMA I IC YK EW Z v COTUIT MA 02635 8 / tS m / 124 CAPT CARLTON R _ OAD v' i IT COTU MA 2 0 635 38 54 JOHN D.J &S I A R HARON F.SO RCENELLI 1 i BAM 3BAN IELDRIVE 38 99 C P N SAMADRUS ROAD 38 41 DAVID M. ANNA S ,, & ILK CO UIT MA 0 6 F` T 2 35 . l T f „ ABIGAI � i L S.WALES r i 1 \ 38 55 DAVID A.&RHONDA LOCKW o 100 CAP N CARLETON ROAD OOD .I COTUIT,MA 02635 66 CAPN CARLE S O ` TON ROAD \ 1 p BA M i COTUIT MA 02635 23 24 -y Q \ �� 38 42 TIMOTHY A.& HEILA A.M L i O S U LEN BAM AM Z B 38" 56 ANNE E.PHILLI S - 100 CAPN SAMADRUS P Z . 38 37 38 36 , C S US ROAD N . CAP IN RLE 54 C CA T N ROAD � � O T O S O O BAM AM C TUI MA 02635 B : BAM OTUIT MA 2 i C 0 635 23 25 r 38 , F 38 J 38 43 JOHN. J.DALTERIO JR&SIGMON_ D J.PENS KI w r. 38 . 62 JOHN F.&DEBORAH EGAR Z °/aJOHN D.DALTER IO JR , 17 A A M s. r , C P N C RLETON S ROAD 112 CAPN SAMADRUS AD �. C US ROAD F i , T A CO UIT UW 02635 .. 1 s 1 A 06 23 .—. AP Y ..:.. COTUIT MA 02635 _ C R C 0 z - L E ., i A K D,, E ... - 'Q E A , Y T E A _M v z M BA X BAM 23 16 2 .R E (AP P, .._- P A .�.. A _ , 23 2 6 _.•..- ._ 384 40 BAM 8-39 AM , : B ..... � SHEET_INDEX -n 3$ 41 >_ I JMBER SHE N BAM SHEET N SHEET TITLE 2 38 4 2 ss 0 - r _ . 1 SITE OVERVIEW----�"'� j --- BAM 13 0 ` 2 SITE DEVEL OPMENT 3 3 8 I BAM v 3 WATER TOWERELEVAT1 ELEVATION M BA O _5 2 38 4 • ., N F } PLANS REFERENCE O R RENCE R BAM , BAM O LAN 0 LAND 1 G T BA - _ 1.P F N OTUI RNSTABLE MA FOR EMILY&HERMIONE WHARTON. SCALE 1 20 C , 38 55 38 5 BAM 3 O ; O DATED 10/14/64 BY CHARLE3 N.SAVEINC. I E F N _RY I . O AND FROM THE TOWN OF BARNSTABLE . C O 3 8 44 , O O ENGINEERING OFFICE. . P,. zs , r O B A y 5 �n D IN IT - ewe 2.PLAN OF LAN COTU MA AS SURVEYED FOR THE COT IT FIRE DISTRICT.T S 1 G U S C . SCALE 200 38 56 n o BAM DATED JULY 121963 BY ED KEL 1 LOGE NIL ENGINEER,OSTERVILLE MA OBTAINED FROM BAM C G O O N 22 8 ; 38 5�. 2 TOWN OF BARNSTABLE ENGINEERING OFFIC E.E. I. O r: t BAM BAM .COMPREHENSIVE SITE PLAN PREPARED O SPRINT SPECTRUM D# 3 3 63 3 51 3 VE P FOR R NT ECTRU SITE 1 B 1 XC662 -4 ,.. 22 0 PREPARED BY OU H HARBOUR IA DATED P CL G OUR&ASSOCIATES,LLP. AT JULY 1999. - MAP 8 LOT 4 , . 3 B AM o � Site o _ AM 38 45 a9 S NOTES , IT O S FI DI TR C COTU T RE S M BA BAM` � � Z , P� ti 22 9 .� g N 38 ` 22 34 ^� 62 / r' // 1 .4 A ACRES ti 58 C E URP SE OF THI PLAN IS T H W THE LO ATI F A PROP SED ELLULAR NE BAM � _ 1.TH P O S OS O C ONO O C 0 , F AM B I BAM 0 22 1 0 a p WIRELESS TELECOMMUNICATIONS FACILITY. _ FA 38 46 22-33 � BAM 2� / 1' Q `Y / O i O G _ 2 38 50 a BA M S 2 THE PROPERTY OWNER OF RECORD IS.COTUIT FIRE DEPARTMENT&WATER DEPARTMENT MENT"- P f .� O w ; 31 _ _ F , 2 2 PAN LOCATIONL N c e I F -BAM to S a B M _I 3.THIS PLAN IS PREPARED FROM THE PLANS OF REFERENCE AND TOWN OF BARNSTABLE TAX BAM q °.I BAM BM 22 11 MAPS. 38 47 22 30 1 38 49 O � , • O : CELLULAR@22 BAM 22-30- BAM ' 2 1 F, 2 EAlvr70 B 0 9 22-28 2 M -4 38 8 r E F. 2 ` , 4 9.9 6 R ) 2 1. 4 4 I T T IT AN STREET M S EE CO U MA -BAM f I 2 -29 2 - BA M 1 Ir,, _ 37 19 SITE OVERVIEW BAM_ PROPOSED "WIRELESS" 37-20 III I BAM I BAM _ 22 27 Tax Ma p 38 Prepared for : o P , BAM CELLULARONE ,. 4 , `Lot Cellular , O , 7 a 3 9 0 0 „ BAM Scale-. 1 200 f 10 Lowder wd r Brook 'Drive NFACILITY0 e B o 22 26 � COMMUNICATION dRCtE 0 i QEPM� February u 28 2000 W w I'VIA 9 est ood 20 D o _ A , 1 i o Y AM B S Q e r _ - Sheet 1 of 3 - / R/ / 22 14 \ O BAM ; ti q 22 25 1 O f DESIGNED BY. GRF R W CHECKED `M D A N BY. MAC HE ED BY. BA 22 39 BAM H_ 22_25 2 P 6 ' F 0 0 � M ..BAM A. P ti 0 0 / o _ \ PIaM 2 2 129 ti i _0 0 ti 2 IFred(P ` 5 SFC ,� . Ft r ,. SHIP INC. 0� x 1 w - ti f7 Y - 3 11 1 , _ o BAM ._ �h 5 SUNDIAL ' SU W SCALE 1 20 o _ r 2 U AL IT1E 205 22 23 MANCHESTER NH 03103-723 0 03-847-T L 700 MAPTEL 6 8 3nrl 7 7 F 803 84 1 s . AR 8 1 SFC ENGINEERING PARTNERSHIP INC. 1999 k • ' Overview 2652iSte rvi 0 e _ -------------- _ -- - -- - LEGEND \ NOTES \ \ EDGE OF GRAVEL \ . EDGE OF PAVEMENT 1.THE PURPOSE OF THIS PLAN IS TO SHOW THE LOCATION OF A PROPOSED TELECOMMUNICATIONS ���. ��::- \•,: \ FACILITY FOR CELLULAR ONE AND TO SHOW THE EXISTING CONDITIONS OF THE PROPERTY ADJACENT TO \ OVERHEAD ELECTICAL oh/e&t OR AFFECTED BY THE PROPOSED CELLULAR ONE PROJECT. \ \\ AND TELEPHONE \ OVERHEAD TELEPHONE oh/tel 2.THE PROPERTY OWNER OF RECORD IS:COTUIT FIRE DISTRICT PROPOSED "WIRELESS" UNDERGROUND TELEPHONE ---- ug/tel ---- 3.BOUNDARY INFORMATION SHOWN ON THIS PLAN IS COMPILED FROM PLAN(S)OF REFERENCE,DEED E'CELLULARON \ " \ INFORMATION AND FIELD EVIDENCE. THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY BY COMMUNICATION FACILITY \ \ EXISTING CHAIN LINK FENCE - 0 - 0 - 0 - SFC ENGINEERING PARTNERSHIP. THE INTENT OF THE INFORMATION SHOWN IS TO DEFINE THE w �"� \�: \\ EXISTING CHAIN LINK FENCE —0-0-0— PROPOSED TELECOMMUNICATIONS FACILITY AND ITS RELATIONSHIP WITHIN THE PROPERTY BOUNDARY. Q, [PROPOSED IN LINK FENCE BARNSTABLE PROPERTY MAP BPM 4.THIS PLAN REPRESENTS FIELD CONDITIONS AS LAST OBSERVED ON JANUARY 12,2000, 0 0 0 UTILITY POLE -0- 5.VERTICAL DATUM:NATIONAL GEODETIC VERTICAL DATUM(NGVD)1929 a BENCH MARK:TBM E ELEVATION 650.17'(BY PHASE-PROCESSED GPS) o PROPOSED 12WV-10" \ GUY WIRE EQUIPMENT SHELTER ° \ ' .� PROPERTY MONUMENT CI 6.HORIZONTAL DATUM:NORTH AMERICAN DATUM(NAD)1983 (BY PHASE PROCESSED GPS) 04H \ CALCULATED COORDINATES AT THE CENTER OF THE PROPOSED TOWER ARE: o \ LATITUDE 41°37'44.6"N PROPOSED 1,000 GALLON ° '• LONGITUDE 70°26'2s.s"w ABOVE GROUND _ :. • .: ..: PROPANE TANK :. r j PROPOSED 4'x8' 7.THE PROPOSED TELECOMMUNICATIONS FACILITY IS UNMANNED,THEREFORE WATER AND SANITARY FACILITIES GENERATOR PAD \ ARE NOT REQUIRED. ° . \.: f" 168 HIGH ` 1 \ \\ 8.THIS FACILITY IS NOT FOR HUMAN OCCUPATION AND IS NOT GOVERNED BY ADA REGULATIONS REQUIRING WATER ,TANK wiF I I o \ \ PUBLIC ACCESS. '',�. •. � � i � t' � -3 4 �1 existing -' n wv f{ ' i treeline \ 9.THIS PROPOSAL WILL HAVE NEGLIGIBLE EFFECT ON STORMWATER VOLUME,QUALITY,AND RATE OF I�I \ \ RUNOFF. existing electrical meter bank " tz `� I ,1 V ISt� r K ANTOENNAE POSED 10.NO SIGNS WILL BE ERECTED ON SITE EXCEPT FOR THE IDENTIFICATION OF AN EMERGENCY POINT OF op existing t` j 4t, h#, ° ��� ,� CONTACT AS REQUIRED BY THE FCC. O� utility existing ); ;i ,p (TYPICAL) A ro Fps pole O•... :,.gate z = b existing \\. \\ 11.THE TOWER SHALL NOT BE LIGHTED EXCEPT TO ASSURE PUBLIC SAFETY AS REQUIRED BY THE FAA �:. OR OTHER FEDERAL OR STATE AUTHORITY. equipment pad (typi cal) ical) \ .. ' V •. �.`• •. •' ' ••• , . . \ . '\•\ 12.ROUTINE MAINTENANCE TRAFFIC WILL BE LIMITED TO APPROXIMATELY 2-3 TRIPS PER MONTH / / \ TO THE SITE. a / / O \ \\ ° \' \ / \ \ / \ \ // existing existing o�.� / .• / // telephone fence ^e box \,\ existing antennae (typical) j 'Xe / / OR oa / d.f a or fi3o \0 k cod �c, r� u house CELLU R N N 414 MAIN STREET COTUIT, MA SITE DEVELOPMENT PLAN Tax Mop 38 Prepared for: Lot 4 _ Cellular One Scale: 1 "— 20' 100 Lowder Brook Drive February 28, 2000 Westwood, MA 0200 Sheet 2 of 3 u DESIGNED BY. GRF DRAWN BY: MAC CHECKED IBY: ENGLISH a '9 S(CALE: 1°= 20' v° rt+ .a' M .. '' ^i F•y r �' k A N �.. 0 10, 20' 401 601 AI � p SFCXA , RN � TSHIP INC. 6;tM� N v p O 0A 4 �YwavLh,*J"�Y• N 25 SUNDIAL AVENUE, SUITE 205W N / MANCHESTER, NH 03103-7230 r TEL 603-047-8700 NYc9( t ` FAX 603-647-8711 J ©SFC ENGINEERING PARTNERSHIP INC. 1999 2652 Site Development F i i _ PR OPOSED CELLULAR ONE ANTENNAS ' i MOUNTED PCS ANTENNAS RIM ELEVATION 161.5 , TO CATWALK RAILING i I HEIGHT OF 0I F . HEIGHT P EIGH OF TO OF RAIL: 14 4 PROPOSED ANTENNA, 147.4 L 6. A All HEIGHT- F BOTTOM F 0 BO 0 0 HEIGHT OF BOTTOM OF RAIL. 144.0 , PROPOSED ANTENNA. 142.2 i HEIGHT OF BOTTOM OF TANK: .131. ,8 i I I I I I S i I I J { i I 3 I w 1 J I a r , I 1 1 1 I . I i t C t I f ' I i 1 - 1. CELLU �m - 414 MAN STREET TIT EE CO U MA ; WATERTOWER 0 R ELEVATION N E ELE 0 Tax Ma 38 Prepared for. r P e a ed o . P I 1 Lot 4 Cellular One I Sca e. As Note 1 Lowder Brook rev d 00 Lo de Boo D e February ar D b 28 2 DO Westwood, MA 9 Y 0 020 h f Sheet 3 DESIGNED BY: GRF , DRAWN BY. MAC CHECKED BY, � M 1 1 1 III . 1 II I I I I III_ II III I I II . III i II III I � I 's .� SFC � SHIPINC. r IN rn N N WATER TOW ER ELEVATION 3 0 � 25 SUNDIAL AVENUE SUITE 205W MA E Not to Scale L MANCHESTER NH 0310 7 3 230 N 3- 7- 7 - TEL 80 4 8 00 6 J 7 FAX. 03 87 5 8 84 11 U @SFC ENGINEERING PARTNERSHIP INC 1999 2652 Site Development