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1047 FALMOUTH ROAD/RTE 28 (7)
/D � �AL/��p ��� �� �° ��m'r _-- _ _ _-- _-- _ __ - - -- ___- - �J' Si Q c� Cy C3-) TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map J y Parcel 00 `7pplication # Health Division 1 Date Issued Conservation Division UZ Application Fee �rJ Planning Dept. Permit Fee Ak Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 1,0 q'7 )��sl rnov+-�\ co1,a 0,hn iA , m � Village ►., /.nc -rower.. crow c e— K , w�n✓/'4 OwnerLc n& .- ?e- 1 cl Cdr Doc--% 0,4 Address AD cL i4ic.,,a, i Telephone e.r0wd ' 101 -7 0 -- 0 d 3 Permit Request I- M®6i l t pro eoU -�n r--ear, ou V._ �an � r-e�14 a t,.� o }� �.— n-e w a,le h-n G 4- 41t fig AGE L .oc 41 o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District ReS D -1 Flood Plain Groundwater Overlay Project Valuation b Construction Type . Lot Size Coiv\A)v^ S 1ST Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) C.er I l TO w-Q_e' Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway:0 Yes{ ❑ No _ C) Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other ('ALL -o w -y- Basement Finished Area(sq.ft.) Basement Unfinished Area (sq't) = Ca Number of Baths: Full: existing new Half: existing new ; Number of Bedrooms: existing —new `=4 Total Room Count (not including bath# existing new First Floor Roo It, Count k 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 ❑Yess ❑ No If yes, site plan review# Current Use l.�V t:J 1Z_( Proposed Use -7-0 W-e—, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 9 r Name��pp-0CroW., CGM P �Ss Telephone Number3 al Address Of C B C,�w� License # �1 rAAo r USE AA 6 t, 5'2 Home Improvement Contractor# Worker's Compensation # o 73" 7, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �) r SIGNATUREA�4 DATEJ 11-7, i-Z Z>t 4 FOR OFFICIAL USE ONLY L APPLICATION# DATE ISSUED4 'at MAP PARCEL NO. t , ADDRESS VILLAGE OWNER S F DATE OF INSPECTION: FRAME } INSULATION ° FIREPLACE 4 ELECTRICAL: ROUGH FINAL " PLUMBING: ROUGH FINAL GAS: ROUGH FINAL y tx' l -� FINAL BUILDING p! ;i DATE CLOSED OUT ASSOCIATION PLAN NO. Il , The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations I Congress Street, Suite 100 a�= Boston,MA.02114-2017 °J www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): CCM Wireless dba Costrotta Construction Management Address:91 Bartlett Street City/State/Zip:Marlborough, MA 01752 Phone#:781-389-9300 Are you an employer? Check the appropriate box: Type of project(required): 1.K I am a employer with 80 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity, employees and have workers' [No workers' comp. insurance comp. insurance.t 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.El officers have exercised.their I am a homeowner doing all work 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 Wireless Telecom employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policv andjob site information. Insurance Company Name:Marsh USA Inc, 1560 Sawgrass Corporate Pkwy, Suite 300, Sunrise FL 33323 Policy#or Self-ins. Lic. #:WC 009-93-7015 Expiration Date: 12/31/13 Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#. 7813899300 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i A� ® CERTIFICATE OF LIABILITY INSURANCE DATE 07/23/2013 YYYY) 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(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 Marsh USA Inc. NAME: 1560 Sawgrass Corporate Pkwy,Suite 300 AC N o Ex : ac No): Sunrise,FL 33323 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# 266511-COSTR-GAWUP-13-14 INSURER A:Liberty Insurance Underwriters Inc. 19917 INSURED Commerce And Indust Ins Co 19410 Costrotta Construction Management,Inc. INSURER B: Industry 250 Moonachie Road,Suite 204 INSURER C:Scottsdale Indemnity Ins Co• 15580 Moonachie,NJ 07074 INSURER D: Landmark American Insurance Co 33138 INSURER E: West American Insurance Co 44393 INSURER F COVERAGES CERTIFICATE NUMBER: ATL-003191097-03 REVISION NUMBER:2 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 ADDL SUBR LTR TYPE OF INSURANCE POLICY NUMBER MM DDYNYYY MMDDY EXP LIMITS A GENERAL LIABILITY 1000012638-02 07/2412013 07/24/2014 EACH OCCURRENCE $ 1,000,000 X PREMISES Ea oDAMAGE TO ccurrence) $ COMMERCIAL GENERAL LIABILITY 50,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $ Excluded PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- LOC . $ n E AUTOMOBILE LIABILITY BAW(14)55593274 07/24/2013 07/24/2014 COMBINED SINGLE LIMIT 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) _ X q NON-OWNED Comp1C011 DedtlChble:$500 PROPERTY DAMAGEI$ HIRED AUTOSAUTOS Peraccidentl C UMBRELLA LIAB X OCCUR XL10004923 0712412013 0712412014 EACH OCCURRENCE g 10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE I$ 10,000,000 DED I I RETENTION$ Is B WORKERS COMPENSATION WC 009-93-7015(NJ,CT,MA,MD,NC,NY) 09105/2012 09/05/2013 X I WC STATU- OTH- AND EMPLOYERS'LIABILITY TQRY LIMITS ER _ B ANY PROPRIETORIPARTNER/EXECUTIVE Y/N WC 051-75-6953(CA) 09105/2012 09/05/2013 1,000,000 OFFICER/MEMBER EXCLUDED? N N 1 A E.L.EACH ACCIDENT $ (Mandatory to NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ 1,000,000 D Property LHT383251 07102/2013 0710212014 Leased Equipment $250,000 Valuation:Replacement Cost $5,000 AOP DED-others may apply Ins Floater(per site) $250,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) Crown Castle USA,Inc.,its parent,joint ventures,subsidiaries and affiliates are included as additional insured(except workers'compensation)where required by written contract. Waiver of subrogation is applicable where required by wTitlen contract Umbrella policy follows form of the general liability policy. CERTIFICATE HOLDER CANCELLATION Crown Castle USA Inc. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Legal Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 2000 Corporate Drive ACCORDANCE WITH THE POLICY PROVISIONS. Canonsburg:PA 15317 AUTHORIZED REPRESENTATIVE of Marsh USA Inc. I Carmen Gordon ` o ,o cJclsa ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD i �t Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License:CS-069611 °' SHANE P MC6&VAN r !�� 12 POWDERAILL R-D BOLTON MA 0170 fit Expiration Commissioner 12/31/2013 THEE Town of Barnstable Regulatory Services MASS. g Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Cy iI4 as Owner of the subject property L hereby authorize—'s- e Go Win 0i 0—CM W 1 rdf-SS to act on my behalf, in all matters relative to work authorized by this building permit I �u (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. el/� S tore of Owner Signature of Applicant Print Name Print Name 06 Date Q:FORMS:OWNERPERI IMIONPOOLS 62012 o, i Mass. Corporations, external master page Page 2 of 2 i View fiiings Comments or notes associated with this business entity: New search William Francis Galvin,Secretary of the Commonwealth of Massachusetts Terms and Conditions I http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=042449240... 11/20/2013 3 � 55rt C M Your Partner in Communication Services 250 Moonachie Road,Suite 204 Moonachie,NJ 07074 O:201.228.6730 F:516.223.5406 www.costrotta.com November 12, 2013 Town of Barnstable/Building Department 200 Main Street Hyannis,Ma 02601 RE: 1047 Falmouth Road,Hyannis Ma Building Permit Application To whom it may concern; This letter is to confirm that Shane McGowan is an employee for CCM Wireless dba Costrotta Construction Management. Also, Shane has the authority to use his Construction Supervisors license CS- 069611 when applying for building permits. Sincerely, Signature of a e Owner: Print Name: Date: Ill( 3l Z o r-3 Site Acquisition•Site Maintenance•Microwave Solutions•Tower Upgrades•Network Services•Fiber&(able Installation•Project Management-Configured Solutions•In-building&DAS Systems•Construction Town of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 f16s9_ Regulatory Services Richard Scali, Interim Director Building Division Tom Perry,Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www,town.barn stab le.ma.us September 10, 2013 Global Signal Acquisitions II, LLC and T-Mobile c/o Elizabeth Thompson, Esq. Duval &Klasnick LLC 10 Cedar Street, Suite 17 Woburn, MA 01801 J, RE: Site Plan Review 4025-13 - Global Signal Acquisitions II, LLC and T-Mobile 1047 Falmouth Road, Hyannis, Map 250, Parcel 004 Proposal: T-Mobile seeks to remove 3 antennas and replace them with a 6 panel antenna array and new cabling. Dear Atty. Thompson: Please be advised that the above-referenced has been found to be administratively ap rovable proposal P subject to the following: ® Approval is based upon and must be substantially constructed in accordance with plans entitled "T-Mobile Northeast LLC, Site ID Number 4HY0558A; 1047 Falmouth Rd(Rt. 28)Hyannis, MA 02601"9 Sheets, dated May 28, 2013 with final revision June 26, 2013,prepared for T- Mobile, by Donald A. Benvne,Massachusetts PE. ® Structural Analysis Report"T-Mobile Co-Locate, Site Number 4HY0558A" dated April 22, 2013 prepared by Douglas K. Pineo, PE, Crown Castle, Canonsburg, PA 15317 indicating sufficient capacity. ® Modification of the existing variance which specifically limits the number of antennas each carrier is allowed on the tower, will need to be granted by the Zoning Board of Appeals to permit an increase. ® 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. Sincerel , Ellen Swimarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner ZBA Bk 27815 Ps 12 ;63873 11-12-2013 a 09 - 57cL fn MALSK 9Q> 16Tq. �O$ Arf0 h Town of Barnstable Zoning Board of Appeals Decision and Notice Variance No. 2013-053-Global Signal Acquisition II LLC for STC Six Company and T-Mobile Northeast, LLC Modification of Variance No. 2000-31/2004-044 as modified To remove three antennas and replace with a six panel array and new cabling Summary: Granted with Conditions Applicant: STC Six Company, represented by Global Signal Acquisitions II LLC and T-Mobile Northeast, LLC (co-applicant) Subject Property: 1047 Falmouth Road (Route 28), Hyannis, MA Assessor's Map/Parcel: 250/004 Property Owner: RELD Corporation, 501 D East Naylor Mill Drive,Salisbury, MD,21804 Zoning: Residence D-1 Hearing Date: October 9, 2013 Recording Information: Deed: RELD Corporation: Book 1399 Page 183 Plan: Book 187 Page 51 (Lot 1) Lease: Book 13181 Page 202 Original Variance(No.2000-31): Book 13077 Page 031 Background In Appeal 2013-056, Global Signal Acquisitions II, LLC for STC Six Company with co-applicant T- Mobile Northeast, LLC, sought a modification of the conditions of Variance No. 2000-031 (as modified) to remove three existing antennas on an existing telecommunications tower and replace them with a six panel antenna array and new cabling. The subject property is developed with a two-story office building, commonly referred to as the "Child's Building" and a 120 foot monopole communications tower. The tower is located within a fenced-in area behind the building, which also contains utility cabinets and other equipment accessory to the tower. The tower is owned by Crown Castle, LLC, who leases space to several telecommunications providers. The use of the property for communications originally started in 1975 as an accessory use to "Associated Alarm Company" that once occupied the building. Variance 2001-031 granted relief from the district's height regulation and allowed the replacement of a 115-foot lattice tower with a 120-foot monopole telecommunications tower. This relief has been subsequently modified to allow for co-location of antennas on the tower. Procedural & Hearing Summary Appeal No. 2013-053 for a modification of Variance No. 2000-31 to remove three antennas and add six panel antennas and new cabling on an existing monopole telecommunications tower at 1047 Falmouth Road, was filed at the Town Clerk's office and Zoning Board of Appeals office on September 9, 2013. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The Applicant, Global Signal Acquisitions II, LLC is the Attorney-In-Fact for STC Six Company, as a wholly owned subsidiary of Crown Castle International Corp, who are the tower owners. The lessee, T-Mobile Northeast, LLC operates as a subsidiary of T-Mobile USA Inc. A letter approved by the property owner, Mr. Robert Childs, on June 16, 2009 authorizes the tower owner to apply to the Town for co-location of I") k Town of Barnstable Zoning Board of Appeals—Decision and Notice Appeal No.2013-053—Global Acquisitions/T-Mobile—Variance Modification equipment on the existing tower. A copy of the lease for the telecommunications facility, was provided by the Applicant. The hearing was opened on October 9, 2013 at which time the Board found to grant the variance modification subject to conditions. Board Members deciding this appeal were Craig G. Larson, William H. Newton, Alex M. Rodolakis, George T. Zevitas, and David A. Hirsch. Daniel D. Klasnick, Esq. of Duval & Klasnick LLC represented the applicants before the Board. Attorney Klasnick presented the history of the tower and the request. He confirmed that they were not proposing to extend the height of the existing tower or make any substantial changes to ground equipment and that a structural analysis had been prepared. In response to a question from the Board, Attorney Klasnick indicated they would look at modifying the variance in the future so they would not have to continue to appear before the Board. Upon request for public comment, Alice Fardy of 1081 Falmouth Road asked if there was an osprey nest on the tower. Attorney Klasnick confirmed that the antennas would be installed at a height of 88 feet and would not interfere with the top of the tower, which is 120 feet in height. Findings of Fact At the hearing on October 9, 2013, the Board made the following findings of fact for Appeal No. 2013- 053, a request by Global Signal Acquisitions Il, LLC and T-Mobile Northeast, LLC to modify No. 2000- 31 to remove three antennas and add six panel antennas and new cabling on an existing monopole telecommunications tower at 1047 Falmouth Road, Hyannis: 1. Global Signal Acquisitions II, LLC, as applicant and T-Mobile Northeast, LLC, as co-applicant have applied to modify Variance No. 2000-31 (as modified) to remove three antennas and replace PP Y them with a six panel antenna array and new cabling on an existing 120 foot monopole telecommunications tower located at 1047 Falmouth Road, Hyannis. 2. There are no proposed changes to T-Mobile's ground equipment which is located at the base of the tower in an existing fenced in compound area. The proposed antennas will not increase the height or diameter of the tower. 3. The proposal by Global Acquisitions and T-Mobile meets all of the requirements of Section 240- 107 of the Zoning Ordinance. A Site Plan approval letter dated September 10, 2013 was issued for the proposed installation. 4. The installation is supported by a structural analysis report, prepared and stamped by a Professional Engineer registered in Massachusetts, certifies that the existing tower has sufficient capacity to support the proposed antenna. 5. Based on an evaluation of the material submitted and the evidence presented, the proposal does not represent a substantial detriment to the public good or the neighborhood affected and fulfills the spirit and intent of the zoning ordinance. The vote to accept the findings was: AYE: Craig G. Larson, Alex M. Rodolakis, William H. Newton, George T. Zevitas, David A. Hirsch NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant the variance modification subject to the following conditions: 1. The Board approves a modification of the conditions of Variance No. 2000-031, as modified by Appeal Nos. 2004-044, 2009-058 and 2012-050 is granted for the replacement of three antennas within the 88 foot lease area and with a six panel antenna array and new cabling. The equipment will be located on the existing telecommunications tower at 1047 Falmouth Road (Route 28), Hyannis, MA. 2 Town of Barnstable Zoning Board of Appeals—Decision and Notice Appeal No.2013-053—Global Acquisitions/T-Mobile—Variance Modification 2. The equipment shall be installed as approved by the Site Plan Review Committee and as shown in the Site Plan entitled"T-Mobile Northeast LLC HY558, 1047 Falmouth Road" consisting of 9 sheets drawn and stamped b Tectonic Engineering & Surveying, dated 06126/13. P Y 3. Condition 8 of the variances are changed to read: There shall be no more than nine (9) antennas from Sprint Spectrum, LLP, two (2) whip antennas, six (6)T-Mobile antennas, three (3) MetroPCS flush mounted antennas, and two (2) MetroPCS. dish antennas mounted to the Tower. 4. The remainder of the conditions issued with Variance Nos. 2000-31, 2004-44, 2009-58 and 2012- 050 shall remain in full force and effect. 5. This decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit for the installation. The vote was: AYE: Craig G. Larson, Alex M. Rodolakis, William H. Newton, George T. Zevitas, David A. Hirsch NAY: None Ordered Appeal No. 2013-053 to modify Variance No. 2000-31, as modified, to remove three antennas and add six panel antennas and new cabling on an existing monopole telecommunications tower at 1047 Falmouth Road, Hyannis has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. Craig G. Larson, Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this a4e day of Moy"— wn under the pains and penalties of perjury. Ann Quirk, Tow Clerk d •'���M ~' . • • •0 '0-01 w•` . Itit,, tot 3 Mass. Corporations, external master page Page 1 of 2 William Francis Galvin Secretary of the Commonwealth of Massachusetts V �b HOME DIRECTIONS CONTACT US IsearCh sec.state.ma.us Search Corporations Division Business Entity Summary ID Number:042449240 Request certificate New search Summary for: RELD CORPORATION The exact name of the Domestic Profit Corporation: RELD CORPORATION Entity type: Domestic Profit Corporation Identification Number: 042449240 Old ID Number:000104105 Date of Organization in Massachusetts: 04-04-1968 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day:00/00 The location of the Principal Office: Address: 1047 FALMOUTH RD. City or town,State, Zip code, Country: HYANNIS, MA 02601 USA The name and address of the Registered Agent: Name: RANDOLPH E.CHILDS Address: 1047 FALMOUTH ROAD City or town,State, Zip code,Country: HYANNIS, MA 02601 USA The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT LORETTA F. CHILDS 34 SHIRLEY PT.,CENTERVILLE, MA 02632 USA TREASURER LORETTA F.CHILDS 34 SHIRLEY PT.,CENTERVILLE, MA 02632 USA SECRETARY RANDOLPH E.CHILDS 34 SHIRLEY PT.,CENTERVILLE, MA 02632 USA bIRECTOR RANDOLPH E.CHILDS 34 SHIRLEY PT.,CENTERVILLE, MA 02632 USA DIRECTOR LORETTA F.CHILDS 34 SHIRLEY PT.,CENTERVILLE, MA 02632 USA DIRECTOR RICHARD I CHILDS 338 WHITE OAK TRAIL CENTERVILLE, MA 02632 USA Business entity stock is publicly traded: r The total number of shares and the par value,if any,of each class of stock which this business entity is authorized to issue: Class of Stock Par value per share Total Authorized Total issued and outstanding No.of shares Total par value No.of shares CNP $0.00 100 $0.00 100 r Consent r Confidential Data r Merger Allowed r Manufacturing View filings for this business entity: ALL FILINGS Administrative Dissolution k�x Annual Report Application For Revival yi Articles of Amendment ` http://corp.sec.state.ma.us/Corp Web/CorpSearch/CorpSummary.aspx?FEIN=04244924O... 11/20/2013 TOWI OF BAUST BLE Final Construction Control Document To be submitted at completion of construction by- Registered Design Professional h for work per the 8a'edition of the Massachusetts State Building Code, 780 CMR, SectlyoI W ON Project Title: _T-Mobile LTE Modernization Date: 9/12/14 Permit No. B 20132995 Property Address: 1047 Falmouth Road, Hyannis, MA Project: Check one or both as applicable: ❑New construction Existing Construction Project description: Replace six (6) antennas and install new antenna mount on existing cell tower. Install one (1) new hybrid cable and remove one (1) 5/16" cable from existing tower I Donald A. Benvie MA Registration Number: 31193 Expiration date: 6130/16 ,ama 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 [SQ Other:Construction drawings by Tectonic Engineering 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 pr 80 CMR 107. ���P,,SN OF M,gss9 Enter in the space to the right a"wet" DONALD or �� A. $G electronic signature and seal: o BtNVIE: CIVIC q No 3,193 Phone number: 845-534-5959 Email dbenvie ®I+�ti' _neering corm Building Official Use Only Building Official Name: Permit No.: Date: i Version 06 11 2013 , TOWN OF B/'wRdNSTAB E' � h ing 20130829"', • ._ 4 vLOlY\sT.ABM19, issue Date. 11/25/13 Permit MAM i63 Applicant: MCGOWA1d SxIANE r�D Pewit Number: B 20132995 Proposed Use: GENERAL OFFICE ETI LUINC' Expiration Date: 05/275/14 Location 1047 IFALMOUTH ROAD/RTE 28Zoning District RD-1 Permit Type: COMMERCIAL ADDMON ALTERATTON Map Parcel 250004 . Permit Fee$ 136.50 Contractor MCGOWAN,SHAKE Village HYANMS., App Fee$ 100.00 License Num 069611 Est Construction Cost$ •15,000 i�ehwrks APPROVER PLANS MUST BE RETAINED ON JOB ANDJ T MOBILE PROPOSES TO REMOVE 3 ANTENNAS&REPLACE WITH 6 NWS CARD MUST BE KEPT POSTED UNTIL FINAL ANTENNAS AT THE 88'AGL OF TOWER.ADD 1 FIBER OPTIC CABL INSPECTION HAS BEEN MADE. WIiERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner an Record: RELO CORPORATION BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 50 14)EAST NAYLO R MILL DRIVE 5 IN PECTION HAS BEEN MADE. SAUSBURY,MD 21504 ,Q.� Application Entered by: PF Building Permit Issued By: OI s:rB eeN�E�srra:w xc3:oectm .ac...... r kra air oRsroBw icax x,. FnRr iit of eii can�rofi?Itu y otcPaii�ur<t 17 :iiii taz� m, o" i5ara�ettoi r�r ixo SPBC�.I<";4.1L`Y PGA'ITT :t3h1DE�E;ii3S:B.UlL1)ING;cARE?°?yt[JSTBh;APP�tgY.I<'D�:Y:�Afx�tlltlSptC�'IO,N.:..5.`F1;6ST@fk;A'LsT.'�;�;�B:4T�PS�i:':41i�ELiz ' HP�A?�1•,+,.i1.I• _: :. ' ,'•';.:....��::.:. .....:.. :,......_:...;..•:;.,....>:•:°-t_:.:._.:y.t�:.::'i.:�-p,=;QC OTLOj?;L,;_�C,-�BWH�culrlkY;$E..... t�RTivT$y3 QP}![JBI IC:�VORSS T$E ISSIfiCNCEq tAl$ �ItA[Pr73pF$7�OTRBL�ASTt GHE PPEaCt NTRRt32rf 1#I$�ONDTTtONS OF glij E✓F1 C�d$LB Si($1�I I O.S CO.. .•, . V t ..........:: ( ..... ..f_ry t MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION i 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. . 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. s l 7.FINAL INSPECTION BEFORE OCCUPANCY, 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. f PERMIT WILL BECOMIE 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). !k BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS l 6 k i 1`-Heating;Inspection Approvals —^ Engineering]Dept v _ t Fbre Deng z Board of Health . •+m++ rwr .- oe a.sm:.sz.us n_.+a�. s � _m..n.ma TOWIN OF BARNSTABLE Final Construction Control Document u W To be submitted at completion of consJW&iSGF6J 7 AM e10; 06 Registered Design Professional for work per the 8t'edition of SVa� fi4T Massachusetts State Building Code, 780 Cl ;� QiSn 107 Project Title: _T-Mobile LTE Modernization Date: 9/12/14 Permit No. B 20132995 Property Address: 1047 Falmouth Road, Hyannis, MA Project: Check one or both as applicable: ❑ New construction Existing Construction Project description: Replace six (6) antennas and install new antenna mount on existing cell tower. Install one (1) new hybrid cable and remove one (1) 5/16" cable from existing tower I Donald A. Benvie MA Registration Number: 31193 Expiration date: 6/30/16 ,ama registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical other:Construction drawings by Tectonic Engineering 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 professional in 780 CM,R Chapter 17, as applicable. �t 3. Have been present at intervals appropriate to the stage of con ruction to become generally familiar with the progress and quality of the work and to determine if the work as performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regar ing the pr 80 CMR 107. OF�s`r9 oy i Enter in the space to the right a"wet"or DONALD�� A. G ti electronic signature and seal: o B NVIE IV 03 3 ti 9 Phone number: 845-534-5959 Email: dbenvie `� neencom Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 r I I MCAoWN Date: April 22,2013E I John Bell Crown Castle Crown Castle 2000 Corporate Drive 3530 Toringdon Way, Suite 300 Canonsburg, PA 15317 Charlotte, NC 28277 (724)416-2000 Subject: Structural Analysis Report Carrier Designation: T Mobile Co-Locate Carrier Site Number: 4HY0558A Carrier Site Name: 4HY0558A Crown Castle Designation: Crown Castle BU Number: 875052 Crown Castle Site Name: ASSOCIATED ALARM SYSTEM Crown Castle JDE Job Number: 232452 Crown Castle Work Order Number: 601296 Crown Castle Application Number: 186791 Rev. 1 Engineering Finn Designation: Crown Castle Project Number: 601296 Site Data: 1047 Falmouth Rd,Hyannis,Barnstable County,MA Latitude 410 39'32.184", Longitude-700 19'32.808" 118 Foot-Monopole Tower Dear John Bell, Crown Castle is pleased to submit this"Structural Analysis Report"to determine the structural integrity of the i above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 601296, in accordance with application 186791,revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: LC7: Existing+Reserved+Proposed Equipment Sufficient Capacity Note:See Table I and Table II for the proposed and existing/reserved loading,respectively. The analysis has been performed in accordance with the TIA-222-G standard and 2009 IBC as amended by the 2010 Massachusetts State Building Code, Eighth Edition, based upon a wind speed of 115 mph 3-second gust. Exposure Category C was used in this analysis. All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Crown Castle appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural anal re b : � _ N: RC � `' sis prepared Y Christo Y P P h a ay Respectfully submitted by: 1DOUGLAS K", PINEO CIVIL ,J Douglas IC Pineo, P.E. NO. 45?31 Manager Structural Design tnxTower Report-version 6.0.4.0 f I April22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2-Existing and Reserved Antenna and Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Table 6—Tower Components vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 6.0.4.0 April 22, 2013 118 Ft Monopole Tower Structural Analysis CCI BU No 875052 Project Number 601296, Application 186791, Revision 1 Page 3 1) INTRODUCTION This tower is a 118 ft Monopole tower designed by Summit Manufacturing in October of 2007. The tower was originally designed for a wind speed of 105 mph per TIA/EIA-222-F. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 115 mph with no ice, 40 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure category C. Table 1 -Proposed Antenna and Cable Information E Center I Number Number Feed Mounting I Line - Antenna r of Antenna'Model Note Levef(ft) Elevation Manufacturer of Feed Line lft) Antennas I Lines Size(in) 3 ericsson ERICSSON AIR 21 132A 6413 w/Mount Pipe ERICSSON AIR 21 64A 88.0 88.0 3 ericsson B2p w/Mount Pipe 1. 1-5/8 - 3 ericsson KRY 112 144/1 1 tower mounts Side Arm Mount [SO 101-3] Table 2 -Existing and Reserved Antenna and Cable Information Center �; Number a Number Feed Mounting! Line ; , -Antenna Y gi *� ' `of Antenna,Model of.Feed Line •-; Note! Level(ft) Elevation Manufacturer 1 i - Antennas Lines Size(in) Aft) 1 andrew HBX-6516DS-R2M w/Mount Pipe 2 1-5/8 2 1 communication TMA-1900 118.0 119.0 components inc. 1 kob-tv PAN TILT HEAD APXVN18-C-A20 2 1/2 3 rfs celwave w/Mount Pipe 3 1-1/4 1 118.0 1 tower mounts Platform Mount[LP 714-1] 3 alcatel lucent 1600 4x40 RRH 34MHz IBW 116.0 116.0 3 rfs celwave ACU-A20-N - - 1 1 tower mounts Side Arm Mount [SO 102-3] 110.0 3 kathrein 80010504 108.0 3 kathrein 86010118 1 3/8 1 6 7/8 108.0 1 tower mounts Pipe Mount[PM 601-3] 1 ericsson ANT2 0.3 23 HP JR) 1 ericsson ANT2 0.6 23 HP JR) 105.0 105.0 3/8 2 2 ericsson MINI-LINK PT 2010 2 2 tower mounts Pipe Mount[PM 601-1] tnxTower Report-version 6.0.4.0 April 22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 4 Center Number r Number Feed Mounting ' Line Antenna Of Antenna Model of Feed Line Note Level(ft) 'Elevation Manufacturer O Antennas Lines. Size(in) 102.0 1 rfs celwave PD10183-1 2 7/8 1 101.0 1 cushcraft CRS-3-50 95.0 - - 1 '7/8 4 95.0 1 tower mounts Side Arm Mount [SO 701-1] - - 1 1 tower mounts T-Arm Mount[TA 702-1] 3 ericsson KRY 112 71 3 rfs celwave APX16DWV-16DWV-S-E- A20 w/Mount Pipe 1 5/16 3 88.0 88.0 3 rfs celwave ATMAA1412D-lA20 1 tower mounts Pipe'Mount[PM 501-3] - - 12 7/8 1 74.0 1 lucent KS24019-1-112A 73.0 Side Arm Mount 1 1/2 1 73.0 1 tower mounts [SO 701-1] Notes: 1) Existing Equipment 2) Reserved Equipment 3) Equipment To Be Removed,Not Considered in this Analysis 4) Abandoned Equipment,Considered in this Analysis Table 3 -Design Antenna and Cable Information Center, � Number_ I! Number Feed Mounting Line of Antenna, V ,,� of � ' Antenna,Model, of;Feed Line Level:(ft) Elevation� `Manufacturer, O Antennas Lines Size(in) 118 118 1 12 dapa 48000 - 102.5 102.5 2 generic 15'Whip - - 88 88 12 daps 48000 - - 76 76 1 generic GPS Antenna - - 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS Clough, Harbour&Associates 1430651 CCISITES LLP 4-TOWER FOUNDATION Summit Manufacturing 2145142 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER Summit Manufacturing 2145145 CCISITES DRAWINGS tnxTower Report-version 6.0.4.0 April22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 5 3.1) Analysis Method tnxTower(version 6.0.4.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Crown Castle should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Sections a 'Component q Crltical d Elevation(ft) Size P(K) — : Pass/Fail: aMo. r7 r�n �,TYpe,c14, ..= + _ Element - �.. (K) . Capacity ,•�� L1 118-77.25 Pole TP28.318x22x0.188 1 -5.90 1012.10 66.9 Pass L2 77.25-40.75 Pole TP33.602x27.3993x0.25 2 -10.65 1778.93 84.2 Pass L3 40.75-0 Pole TP39.42x32.443x0.313 3 -19.36 2706.37 90.9 Pass Summary Pole(0) 90.9 Pass Rating= 90.9 Pass Table 6 -Tower Component Stresses vs.Capacity—LC7 Notes "Component Elevation,(ft)' %Capacity,.. � Pass[Fall d, r 1 Anchor Rods 0 67.7 Pass 1 Base Plate 0 74.7 Pass 1 Base Foundation 0 70.66 Pass Structure'Rating(max from all components) 90 9% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the existing, reserved, and proposed loads. No modifications are required at this time. tnxTower Report-version 6.0.4.0 April 22, 2013 118 Ft Monopole Tower Structural Analysis CCI BU No 875052 evision 1 Page 6 Project Number 601296, Application 186791, R APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 6.0.4.0 1 ti DESIGNED APPURTENANCE LOADING 118.0 It S TYPE ELEVATION TYPE ELEVATION Lightning Rod 1"x10' 118 Pipe Mount[PM 601-11 105 APXVNt&GA20 w/Mount Pipe 118 Pipe Mount[PM 601-11 105 APXVN7&C-A20 w/Mount Pipe 1111 ANT2 0.3 23 HP 1 1105 APXVN18-C-A20 w/Mount Pipe 1118 ANT2 0.6 23 HP(Ti 1105 PAN TILT HEAD 1118 Side Arm Mount(SO 701-11 195 HBX-6516DS-R2M w/Mount Pipe 1118 T-Arm Mount[TA 702-11 95 TMA-1900 1118 CRS-3-50 95 (3)4'x 2"Pipe Mount 1118 PD10183-1 95 (3)4'x 2"Pipe Mount 118 ERICSSON AIR 21 11 w/Mount 88 4'x 2"Pipe Mount 118 Pipe Platform Mount[LP 714-11 1118 ERICSSON AIR 21 11 w/Mount 88 o c m 1600 4z40 RRH 341 IBW 1 116 Pipe m m voi o ERICSSON AIR 2111 w/Mount 88 m N ni 16004x40 RRH 341I1 116 Pipe o 1600 440 RRH 341 IBW 116 ERICSSON AIR 21 1 B2P w/Mount BB ACU-A20-N 116 Pipe ACU-A20-N 116 KRY 112144/1 88 ACU-A20-N 116 KRY 112144/1 88 Side Arm Mount[SO 102-31 116 KRY 112 144/1 88 80010504 108 1 Side Arm Mount(SO 101-31 88 800 10504 108 ERICSSON AIR 21 82A i w/Mount 88 8004 108 Pipe 800 1011 1058 108 ERICSSON AIR 21 BSA B4P w/Mount 88 860 10118 1108 Pipe 860 10118 108 1L112A 173 77.3 ft Pipe Mount[PM 601-31 1108 Side Arm Mount[SO 701-1] 73 MINI-LINK PT 2010 1105 MINI-LINK PT 2010 1105 MATERIAL STRENGTH GRADE Fy Fu I GRADE I Fy Fu A607-60 160 ksi 175 ksi 1 A607-65 165 ksi 80 ksi TOWER DESIGN NOTES o 0 1. Tower is located in Barnstable County,Massachusetts. N N O 2. Tower designed for Exposure C to the TIA-222-G Standard. N m 3. Tower designed for a 115 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 40 mph basic wind with 0.75 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class Il. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:90.9% 40.8 It 8 a I ALL REACTIONS ARE FACTORED o AXIAL 33 K m m m v v I P O N 6 N SHEAR MOMENT 3 K t` J 275 kip-ft TORQUE 0 kip-ft 40 mph WIND-0.7500 in ICE AXIAL 19 K I SHEAR--� MOMENT 23 K i _i 1961 kip-lit 0.0 It a TORQUE 2 kip-ft REACTIONS-115 mph WIND o o m g i o m J m v c E n m in z' o mo 3 I Crown Castle Job:BU#875052 C O N 2000 Corporate Drive Protect' AS E Canonsburg, PA 15317 Client.Crown Castle Drawn by:chall App'd: We Are Solutions Phone:(724)416-2000 Code: TIA-222-G Date:04/18/13 Scale: NTS FAX: 724 4162254 Pah.R:16AModels Letters\Work Area\CHaN875052\875052.eriDwg NO E-1 April 22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 7 " 5 Tower InputDatal. 4 There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: 5) Tower is located in Barnstable County, Massachusetts. 6) Basic wind speed of 115 mph. 7) Structure Class IL 8) Exposure Category C. 9) Topographic Category 1. 10) Crest Height 0.00 ft. 11) Nominal ice thickness of 0.7500 in. 12) Ice thickness is considered to increase with height. 13) Ice density of 56 pcf. 14) A wind speed of 40 mph is used in combination with ice. 15) Temperature drop of 50 OF. 16) Deflections calculated using a wind speed of 60 mph. 17) A non-linear(P-delta) analysis was used. 18) Pressures are calculated at each section. 19) Stress ratio used in pole design is 1. 20) Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. - O tiorfs Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals q Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios Use Clear Spans For KUr SR Leg Bolts Resist Compression 4 Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients Consider Feedline Torque Use Special Wind Profile q Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction Secondary Horizontal Braces Leg q Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Ta eyed Po a Section Geomet : Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 118.00-77.25 40.75. 3.50 18 22.0000 28.3180 0.1880 0.7520 A607-60 (60 ksi), L2 77.25-40.75 40.00 4.25 18 27.3993 33.6020 0.2500 1.0000 A607-65 (65 ksi) L3 40.75-0.00 45.00 18 32.4430 39.4200 0.3130 1.2520 A607-65 (65 ksi) tnxTower Report-version 6.0.4.0 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 ' Project Number 00Y296,Application /8070/' Revision / Pogo R ^ 28.75*9 /6.7855 /*ro.orou 9.9862 1*.3855 116.6501 3358.3584 o.no*o *.6531 u*.ro L2 28.373 21.5*30 20061*66 9.6380 13y189 1+4.131* *01*.9330 10.7736 *.3823 17.529 34.120* 26.46*8 3719.2042 11.8*00 17.0698 217.8819 r**o.00uo 13.23*9 5.4740 21.896 uo 33a126 manoo 4163.1265 11.406 16.48 o 252a011 000 .r000 15y630 5.1591 16.483 *0.0281 38.8513 7506.7545 13.8830 20.0254 374.8624 15023.386 19.429* 6.3870 20.406 Tower Gusset Gusset Gusset GradeAdiust.Factor Adjust Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing ft2 Diagonals Horizontals ft in in in 77.25 u277.25' 1 1 1 40.m Description Face Allow Component Placement Total Number Clear Widthor Perimete Weight or Shield Type Number PerRow Spacing Diamete r in in Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg It ftl/ft plf 1^Ice 0.00 0.15 no114-1*8u*-M5F(1 C No Inside Pole 118.00'0.00 o No Ice 0.00 1.30 � 1wl 1orxm 8.00 1.30 � 1^Ice 0.00 130 FSJ2-50(3/8) C No Inside Pole 108.00'0.00 1 No Ice ouw 0.08 1orxm 0.00 0.08 1^Ice 0.00 0.08 FxLrOOPs(7/8) C No Inside Pole 108.00 0.00 V No Ice 0.00 0.25 | 1/2^km 0.00 0.25 | 1^um 0.00 0.25 � mTMuo3mK»/8) C No Inside Pole 1Oo�O'O�O 2 No Ice 0�V O�o ` 1/2^xm ouw uoo 1^Ice 0.00 0.08 LDF5750A(7/8") A No Inside Pole 85.00'0.00 1 No Ice 0.00 033 1o^xm o/m 0.33 1^Ice 0.00 0.33 LDF**0*(7ml A No Inside Pole oo.00'o.00 u No Ice 0.00 0.33 � 1/2^|co 0.00 0.33 1"Ice 0.00 0.33 xL5-50(7m) o No Inside Pole 88.00 o.0w 12 No Ice 0.00 0.26 1m^|co 0.00 0.26 � 1"Ice 0.00 0.26 Lop*-50A(1m^) C No Inside Pole ro.00 o.00 1 No Ice 0.00 0.15 � tnxTovw*r Report'version G.U.4.0 April 22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 9 Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg It ftz/ft plf 1/2"Ice 0.00 0.15 1"Ice 0.00 0.15 MLE Hybrid B No Inside Pole 88.00-0.00 1 No Ice 0.00 1.07 9Power/18Fiber RL 2( 1/2"Ice. 0.00 1.07 1 5/8) 1"Ice 0.00 1.07 HJ7-50A(1-5/8") C No Inside Pole 118.00 0.00 2 No Ice 0.00 1.04 1/2"Ice 0.00 1.04 1"Ice 0.00 1.04 Feed Line/Li near•A urtena'nces Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n Ift ft, ft, ft2 f K L1 118.00-77.25 A 0.000 0.000 0.000 0.000 0.03 B 0.000 0.000 0.000 0.000 0.05 C 0.000 0.000. 0.000 0.000 0.30 L2 77.25-40.75 A 0.000 0.000 0.000 0.000 0.05 B 0.000 0.000 0.000 0.000 0.15 C 0.000 0.000 0.000 0.000 0.29 . L3 40.75-0.00 A 0.000 0.000 0.000 0.000 .. 0.05 B. OA00 0.000 0.000 0.000 0.17 . C 0.000 0.000 0.000 0.000 0.32 r°Y ,- ,., Feed4Line/Lindar,A urtdnances;Section Areas -:With Ice. Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n It Leg in fe f� ft, e K L1 118.00-77.25 A 1.671 0.000 0.000 0:000 . 0.000 0.03 B 0.000 0.000 0.000 0.000 0.05 C 0.000 0.000 0.000 0.000 0.30 L2 77.25-40.75 A 1.589 0.000 0.000 0.000 0.000 0.05 B 0.000 0.000 0.000 0.000 0.15 C 0.000 0.000 0.000 0.000 0.29 L3 40.75-0.00 A 1.430 0.000 0.000 0.000 0.000 0.05 B 0.000 0.000 0.000 0.000 0.17 C 0.000 0.000 0.000 0.000 0.32 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in L1 118.00-77.25 0.0000 0.0000 0.0000 0.0000 . L2 77.25-40.75 0.0000 0.0000 0.0000 0.0000 L3 40.75-0.00 0.0000 0.0000 0.0000 0.0000 tnxTower Report-version 6.0.4.0 April 22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 10 Shieldin :Factor Ka Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. ti . 11" . • Discrete Tower. Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft- K ft ° ft Lightning Rod 1"x10' C From Leg 0.00 0.0000 118.00 No Ice 1.00 1.00 0.04 0.00 1/2" 2.02 2.02 0.05 4.00 Ice 3.05 3.05 0.06 1"Ice APXVNI8-C-A20 w/Mount A From Leg 4.00 0.0000 118.00 No Ice 6.10 6.95 0.05 Pipe 0.00 1/2" 6.67 8.13 0.11 1.00 Ice 7.19 9.02 0.17 1"Ice APXVN 1 8-C-A20 w/Mount B From Leg 4.00 0.0000 118.00 No Ice 6.10 6.95 0.05 Pipe 0.00 1/2" 6.67 8.13 0.11 1.00 Ice 7.19 9.02 0.17 1"Ice APXVN 1 8-C-A20 w/Mount C From Leg 4.00 0.0000 118.00 No Ice 6.10 6.95 0.05 Pipe 0.00 1/2" 6.67 8.13 0.11 1.00 Ice 7.19 9.02 0.17 1"Ice PAN TILT HEAD B From Leg 5.00 0.0000 118.00 No Ice 0.96 0.96 0.02 0.00 1/2" 1.10 1.10 0.03 1.00 Ice 1.24 1.24 0.05 1"Ice HBX-6516DS-R2M w/ C From Leg 4.00 0.0000 118.00 No Ice 3.60 3.24 0.03 Mount Pipe 0.00 1/2" 4.00 3.91 0.06 1.00 Ice 4.43 4.56 0.10 1"Ice TMA-1900 C From Leg 4.00 0.0000 118.00 No Ice 0.71 0.42 0.01 0.00 1/2" 0.83 0.53 0.02 1.00 Ice 0.97 0.65 0.03 1"Ice (3)4'x 2"Pipe Mount A From Leg 4.00 0.0000 118.00 No Ice 0.79 0.79 0.03 0.00 1/2" 1.03 1.03 0.04 1.00 Ice 1.28 1.28 0.04 1"Ice (3)4'x 2"Pipe Mount B From Leg 4.00 0.0000 118.00 No Ice 0.79 0.79 0.03 0.00 1/2" 1.03 1.03 0.04 1.00 Ice 1.28 1.28 0.04 1"Ice 4'x 2"Pipe Mount C From Leg 4.00 0.0000 118.00 No Ice 0.79 0.79 0.03 0.00 1/2" 1.03 1.03 0.04 1.00 Ice 1.28 1.28 0.04 1"Ice Platform Mount[LP 714-1] C None 0.0000 118.00 No Ice 37.47 37.47 1.60 1/2" 44.23 44.23 2.04 Ice 50.99 50.99 2.48 1"Ice 1600 4x40 RRH 34MHz A From Leg 1.00 0.0000 116.00 No Ice 2.69 2.79 0.06 IBW 0.00 1/2" 2.93 3.03 0.08 0.00 Ice 3.18 3.28 0.11 1"Ice 1600 4x40 RRH 34MHz B From Leg 1.00 0.0000 116.00 No Ice 2.69 2.79 0.06 IBW 0.00 1/2" 2.93 3.03 0.08 0.00 Ice 3.18 3.28 0.11 tnxTower Report-version 6.0.4.0 April 22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 11 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft It ft2 ftz K ft ° ft 1"Ice 1600 4x40 RRH 34MHz C From Leg 1.00 0.0000 116.00 No Ice 2.69 2.79 0.06 IBW 0.00 1/2" 2.93 3.03 0.08 0.00 Ice 3.18 3.28 0.11 1"Ice ACU-A20-N A From Leg 1.00 0.0000 116.00 No Ice 0.08 0.14 0.00 0.00 1/2" 0.12 0. 19 0.00 0.00 Ice 0.17 0.25 0.00 1"Ice ACU-A20-N B From Leg 1.00 0.0000 116.00 No Ice 0.08 0.14 0.00 0.00 1/2" 0.12 0.19 0.00 0.00 Ice 0.17 0.25 0.00 1„Ice ACU-A20-N C From Leg 1.00 0.0000 116.00 No Ice 0.08 0.14 0.00 0.00 1/2" 0.12 0.19 0.00 0.00 Ice 0.17 0.25 0.00 1"Ice Side Arm Mount[SO 102- C None 0.0000 116.00 No Ice 3.00 3.00 0.08 31 1/2" 3.48 3.48 0.11 Ice 3.96 3.96 0.14 1"Ice 800 10504 A From Leg 1.00 0.0000 108.00 No Ice 3.35 1.87 0.02 0.00 1/2" 3.70 2.20 0.04 2.00 Ice 4.05 2.53 0.06 1„Ice 800 10504 B From Leg 1.00 0.0000 108.00 No Ice 3.35 1.87 0.02 0.00 1/2" 3.70 2.20 0.64 2.00 Ice 4.05 2.53 0.06 1"Ice 800 10504 C From Leg 1.00 0.0000 108.00 No Ice 3.35 1.87 0.02 0.00 1/2" 3.70 2.20 0.04 2.00 Ice 4.05 2.53 0.06 1"Ice 860 10118 A From Leg 1.00 0.0000 . 108.00 No Ice 0.17 0.14 0.00 0.00 1/2" 0.24 0.21 0.00 2.00 Ice 0.32 0.28 0.00 1"Ice 860 10118 B From Leg 1.00 0.0000 108.00 No Ice 0.17 0.14 0.00 0.00 1/2" 0.24 0.21 0.00 2.00 Ice 0.32 0.28 0.00 1"Ice 860 10118 C From Leg 1.00 0.0000 108.00 No Ice OAT 0.14 0.00 0.00 1/2" 0.24 0.21 0.00 2.00 Ice 0.32 0.28 0.00 1"Ice Pipe Mount[PM 601-31 C None 0.0000 108.00 No Ice 4.39 4.39 0.20 1/2" 5.48 5.48 0.24 Ice 6.57 6.57 0.28 1"Ice MINI-LINK PT 2010 A From Leg. 1.00 0.0000 105.00 No Ice 1.25 0.57 0.01 0.00 1/2" 1.41 0.68 0.02 0.00 Ice 1.57 0.81 0.03 1"Ice MINI-LINK PT 2010 B From Leg 1.00 0.0000 105.00 No Ice 1.25 0.57 0.01 0.00 1/2" 1.41 0.68 0.02 0.00 Ice 1.57 0.81 0.03 1"Ice Pipe Mount[PM 601-1] A 'From Leg 0.50 0.0000 105.00 No Ice 3.00 0.90 0.07 0.00 1/2" 3.74 1.12 0.08 0.00 Ice 4.48 1.34 0.09 1"Ice Pipe Mount[PM 601-11 B From Leg 0.50 0.0000 105.00 No Ice 3.00 0.90 0.07 0.00 1/2" 3.74 1.12 0.08 tnxTower Report-version 6.0.4.0 April 22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296, Application 186791, Revision 1 Page 12 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ffz K ft ° ft 0.00 Ice 4.48 1.34 0.09 1"Ice CRS-3-50 C From Leg 3.00 0.0000 95.00 No Ice 1.75 1.75 0.00 0.00 1/2" 3.17 3.17 0.02 6.00 Ice 4.60 4.60 0.04 1"Ice PD10183-1 A From Leg 3.00 0.0000 95.00 No Ice 3.92 3.92 0.04 0.00 1/2" 5.35 5.35 0.07 7.00 Ice 6.80 6.80 0.11 1"Ice Side Arm Mount[SO 701- C From Leg 1.50 0.0000 95.00 No Ice 0.85 1.67 0.07 1] 0.00 1/2" 1.14 2.34 0.08 0.00 Ice 1.43 3.01 0.09 1"Ice T-Arm Mount[TA 702-1] A From Leg 1.50 0.0000 95.00 No Ice 2.78 2.23 0.11 0.00 1/2" 3.39 2.43 0.14 0.00 Ice 4.00 2.63 0.17 1"Ice ERICSSON AIR 21 132A A From Leg 4.00 0.0000 88.00 No Ice 6.83 5.64 0.11 134P w/Mount Pipe 0.00 1/2" 7.35 6.48 0.17 0.00 Ice 7.86 7.26 0.23 1"Ice ERICSSON AIR 21 132A B From Leg 4.00 0.0000 88.00 No Ice 6.83 5.64 0.11 64P w/Mount Pipe 0.00 1/2" 7.35 6.48 0.17 0.00 Ice 7.86 7.26 0.23 1"Ice ERICSSON AIR 21 132A C From Leg . 4.00 0.0000 88.00 No Ice 6.83 5.64 0.11 64P w/Mount Pipe 0.00 1/2" 7.35 6.48 0.17 0.00 Ice 7.86 7.26 0.23 1"Ice ERICSSON AIR 21 84A A From Leg 4.00 0.0000 88.00 No Ice 6.83 5.64 0.11 62P w/Mount Pipe 0.00 1/2" 7.35 6.48 0.17 0.00 Ice 7.86 7.26 0.23 1"Ice ERICSSON AIR 21 134A B From Leg 4.00 0.0000 88.00 No Ice 6.83 5.64 0.11 B2P w/Mount Pipe 0.00 1/2" 7.35 6.48 0.17 0.00 Ice 7.86 7.26 0.23 1"Ice ERICSSON AIR 21 134A C From Leg 4.00 0.0000 88.00 No Ice 6.83 5.64 0.11 62P w/Mount Pipe 0.00 1/2" 7.35 6.48 0.17 0.00 Ice 7.86 7.26 0.23 1"Ice KRY 112 144/1 A From Leg 4.00 0.0000 88.00 No Ice 0.41 0.20 0.01 0.00 1/2" 0.50 0.27 0.01 0.00 Ice 0.59 0.35 0.02 1"Ice KRY 112 144/1 B From Leg 4.00 0.0000 88.00 No Ice 0.41 0.20 0.01 0.00 1/2" 0.50 0.27 0.01 0.00 Ice 0.59 0.35 0.02 1"Ice KRY 112 144/1 C From Leg 4.00 0.0000 88.00 No Ice 0.41 0.20 0.01 0.00 1/2" 0.50 0.27 0.01 0.00 Ice 0.59 0.35 0.02 ` 1"Ice Side Arm Mount[SO 101- C None 0.0000 88.00 No Ice 7.50 7.50 •0.25 31 1/2" 8.90 8.90 0.33 Ice 10.30 10.30 0.41 1"Ice KS24019-L112A C From Leg 3.00 0.0000 73.00 No Ice 0.10 0.10 0.01 0.00 1/2" 0.18 0.18 0.01 1.00 Ice 0.26 0.26 0.01 1"Ice tnxTower Report-version 6.0.4.0 Apri122, 2013 118 Ft Monopole Tower Structural Analysis CCI BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 13 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft, K ft ° ft Side Arm Mount[SO 701- C From Leg 1.50 0.0000 73.00 No Ice 0.85 1.67 0.07 11 0.00 1/2" 1.14 2.34 0.08 0.00 Ice 1.43 3.01 0.09 1"Ice r Dishes - r Weight i Aperture e d8 Elevation Outside Description Face i Dish Offset. Offsets: Azimuth 3 P 9 or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft ft ft ft2 K ANT2 0.3 23 HP A Paraboloid w/o From 1.00 47.0000 105.00 2.17 No Ice 3.72 0.02 JR) Radome Leg 0.00 1/2"Ice 4.01 0.04 0.00 1"Ice 4.30 0.07 ANT2 0.6 23 HP B Paraboloid,w/o From 1.00 14.0000 105.00 2.15 No Ice 3.64 0.02 JR) Radome Leg 0.00 1/2"Ice 3.93 0.04 0.00 1"Ice 4.21 0.06 Load'Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9,Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0:9 Dead+1.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 6.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp tnxTower Report-version 6.0.4.0 April 22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 14 Comb. Description No. 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service rMaximumA.6mber Forces '". w v y Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft L1 118-77.25 Pole Max Tension 26 0.00 -0.00 -0.00 Max.Compression 26 -15.31 0.25 0.82 Max.Mx 20 -5.92 379.18 2.18 Max.My 2 -5.91 8.83 378.81 Max.Vy 20 -15.22 379.18 2.18 Max.Vx 14 15.22 5.56 -377.87 Max.Torque 19 -1.43 L2 77.25- Pole Max Tension 1 0.00 0.00 0.00 40.75 Max.Compression 26 -22.17 0.58 0.63 Max.Mx 20 -10.66 994.54 6.19 Max.My 2 -10.66 23.78 994.60 Max.Vy 20 -19.11 994.54 6.19 Max.Vx 14 19.14 12.82 -993.96 Max.Torque 17 -1.53 L3 40.75-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -33.11 0.58 0.63 Max.Mx 20 -19.36 1951.42 11.47 Max.My 2 -19.36 42.27 1952.70 Max.Vy 20 -23.20 1951.42 11.47 Max.Vx 14 23.23 21.27 -1952.15 Max.Torque 17 -1.53 MaximUhVReacUowi4 -4, � r Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 38 33.11 1.62 2.80 Max.Hx 21 14.54 23.17 0.11 Max.H. 2 19.39 0.40 23.20 Max.Mx 2 1952.70 0.40 23.20 Max.Mz 8 1922.73 -22.91 -0.12 Max.Torsion 7 1.18 -19.83 11.38 Min.Vert 25 14.54 11.66 20.15 Min.Hx 8 19.39 -22.91 -0.12 Min.Hz 15 14.54 0.18 -23.20 Min.Mx 14 -1952.15 0.18 -23.20 tnxTower Report-version 6.0.4.0 A , April 22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 15 Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Min.M. 20 -1951.42 23.17 0.11 Min.Torsion 17 -1.52 11.47 -20.03 Tower Mast,ReictionSUmmciry Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, Mx Moment, M, K K K kip-ft kip-ft kip-ft Dead Only 16.16 0.00 0.00 -0.31 0.04 0.00 1.2 Dead+1.6 Wind 0 deg- 19.39 -0.40 -23.20 1952.70 42.27 -0.89 No Ice 0.9 Dead+1.6 Wind 0 deg- 14.54 -0.40 -23.20 -1936.20 41.88 -0.90 No Ice 1.2 Dead+1.6 Wind 30 deg- 19.39 11.18 -20.08 -1690.73 -932.92 -1.05 No Ice 0.9 Dead+1.6 Wind 30 deg- 14.54 11.18 -20.08 -1676.43 -925.10 -1.06 No Ice 1.2 Dead+1.6 Wind 60 deg- 19.39 19.83 -11.38 954.07 -1664.85 -1.18 No Ice 0.9 Dead+1.6 Wind 60 deg- 14.54 19.83 -11.38 945.96 1650.88 -1.18 No Ice 1.2 Dead+1.6 Wind 90 deg- 19.39 22.91 0.12 10.88 -1922.73 -0.64 No Ice 0.9 Dead+1.6 Wind 90 deg- 14.54 22.91 0.12 10.89 -1906.60 -0.64 No Ice 1.2 Dead+1.6 Wind 120 deg 19.39 19.94 11.58 972.51 1675.92 -0.17 -No Ice 0.9 Dead+1.6 Wind 120 deg 14.54 10.94 11.58 964.45 -1661.86 -0.16 -No Ice 1.2 Dead+1.6 Wind 150 deg 19.39 11.38 20.18 1699.69 -952.39 0.69 -No Ice 0.9 Dead+1.6 Wind 150 deg 14.54, 11.38 20.18 1685.51 -944.42 0.70 -No Ice 1.2 Dead+1.6 Wind 180 deg 19.39 -0.18 23.20 1952.15 21.27 1.42 -No Ice 0.9 Dead+1.6 Wind 180 deg 14.54 -0.18 23.20 1935.85 21.06 1.43 -No Ice 1.2 Dead+1.6 Wind 210 deg 19.39• -11.47 20.03 1684.78 964.48 1.51 -No Ice 0.9 Dead+1.6 Wind 210 deg 14.54 11.47 20.03 1670.73 956.37 1.52 -No Ice 1.2 Dead+1.6 Wind 240 deg 19.39 -20.04 11.42 957.50 1687.97 1.41 -No Ice 0.9 Dead+1.6 Wind 240 deg 14.54 20.04 11.42 949.56 1673.78 1.41 -No Ice 1.2 Dead+1.6 Wind 270 deg 19.39 -23.17 -0.11 -11.47 1951.42 1.24 -No Ice 0.9 Dead+1.6 Wind 270 deg 14.54 -23.17 -0.11 -11.28 1935.01 1.24 -No Ice 1.2 Dead+1.6 Wind 300 deg 19.39 20.17 -11.61 976.73 1700.25 0.65 -No Ice 0.9 Dead+1.6 Wind 300 deg 14.54 -20.17 -11.61 968.44 1685.95 0.65 -No Ice 1.2 Dead+1.6 Wind 330 deg 19.39 -11.66 -20.15 1696.78 982.31 -0.58 -No Ice 0.9 Dead+1.6 Wind 330 deg 14.54 -11.66 -20.15 -1682.43 974.05 -0.58 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 33.11 -0.00 0.00 -0.63 0.58 -0.00 1.2 Dead+1.0 Wind 0 33.11 -0.05 -3.23 -273.35 5.83 -0.23 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 33.11 1.56 -2.79 -236.27 -129.62 0.22 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 33.11 2.75 -1.58. -133.90 -230.84 -0.17 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 33.11 3.18 0.02 1.44 -267.26 -0.05 tnxTower Report-version 6.0.4.0 April22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 16 Load vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M. Moment, M, K K K kip-ft kip-ft kip-ft deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 33.11 2.77 1.62 136.19 -232.95 0.07 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 33.11 1.59 2.81 236.87 -133.31 0.20 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 33.11 -0.01 3.23 271.99 1.73 0.28 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 33.11 -1.58 2.78 234.38 134.00 0.26 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 33.11 -2.77 1.59 132.95 234.39 0.20 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 33.11 -3.21 -0.02 -2.80 271.37 0.11 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 33.11 -2.79 -1.62 -137.91 236.62 -0.02 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 33.11 -1.62 -2.80 -237.88 137.52 -0.19 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 16.16 -0.06 -3.53 -296.53 6.44 -0.14 Dead+Wind 30 deg-Service 16.16 1.70 -3.06 256.77 -141.50 -0.16 Dead+Wind 60 deg-Service 16.16 3.02 -1.73 -145.01 -252.54 -0.18 Dead+Wind 90 deg-Service 16.16 3.49 0.02 1.38 -291.67 -0.10 Dead+Wind 120 deg- 16.16 3.04 1.76 147.27 -254.23 -0.03 Service Dead+Wind 150 deg- 16.16 1.73 3.07 257.60 -144.46 0.11 Service Dead+Wind 180 deg- 16.16 -0.03 3.53 295.91 3.26 0.22 Service Dead+Wind 210 deg- 16.16 -1.75 3.05 255.33 146.36 0.23 Service Dead+Wind 240 deg- 16.16 -3.05 1.74 145.00 256.12 0.22 Service Dead+Wind 270 deg- 16.16 -3.53 -0.02 -2.01 296.10 0.19 Service Dead+Wind 300 deg- 16.16 -3.07 -1.77 -148.46 257.99 0.10 Service Dead+Wind 330 deg- 16.16 -1.77 -3.07 -257.71 149.07 -0.09 Service Solution Summa Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -16.16 0.00 0.00 16.16 0.00 0.000% 2 -0.40 -19.39 -23.20 0.40 19.39 23.20 0.000% 3 -0.40 -14.54 -23.20 0.40 14.54 23.20 0.000% 4 11.18 -19.39 -20.08 -11.18 19.39 20.08 0.000% 5 11.18 -14.54 -20.08 -11.18 14.54 20.08 0.000% 6 19.83 -19.39 -11.38 -19.83 19.39 11.38 0.000% 7 19.83 -14.54 -11.38 -19.83 14.54 11.38 0.000% 8 22.91 -19.39 0.12 -22.91 19.39 -0.12 0.000% 9 22.91 -14.54 0.12 -22.91 14.54 -0.12 0.000% 10 19.94 -19.39 11.58 -19.94 19.39 -11.58 0.000% 11 19.94 -14.54 11.58 -19.94 14.54 -11.58 0.000% 12 11.38 -19.39 20.18 -11.38 19.39 -20.18 0.000% 13 11.38 -14.54 20.18 -11.38 14.54 -20.18 0.000% 14- -0.18 -19.39 23.20 . 0.18 19.39 -23.20 0.000% t 15 -0.18 -14.54 23.20 0.18 14.54 -23.20 0.000% 16 -11.47 -19.39 20.03 11.47 19.39 -20.03 0.000% 17 -11.47 -14.54 20.03 11.47 14.54 -20.03 0.000% 18 -20.04 -19.39 11.42 20.04 19.39 -11.42 0.000% 19 -20.04 -14.54 11.42 20.04 14.54 -11.42 0.000% 20 -23.17 -19.39 -0.11 23.17 19.39 0.11 0.000% 21 -23.17 -14.54 -0.11 23.17 14.54 0.11 0.000% 22 -20.17 -19.39 -11.61 20.17 19.39 11.61 0.000% 23 -20.17 -14.54 -11.61 20.17 14.54 11.61 0.000% tnxTower Report-version 6.0.4.0 April22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 17 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 24 -11.66 -19.39 -20.15 11.66 19.39 20.15 0.000% 25 -11.66 -14.54 -20.15 11.66 14.54 20.15 0.000% 26 0.00 -33.11 0.00 0.00 33.11 0.00 0.000% 27 -0.05 -33.11 -3.23 0.05 33.11 3.23 0.000% 28 1.56 -33.11 -2.79 -1.56 33.11 2.79 0.000% 29 2.75 -33.11 -1.58 -2.75 33.11 1.58 0.000% 30 3.18 -33.11 0.02 -3.18 33.11 -0.02 0.000% 31 2.77 -33.11 1.62 -2.77 33.11 -1.62 0.000% 32 1.59 -33.11 2.81 -1.59 33.11 -2.81 0.000% 33 -0.01 -33.11 3.23 0.01 33.11 -3.23 0.000% 34 -1.58 -33.11 2.78 1.58 33.11 -2.78 0.000% 35 -2.77 -33.11 1.59 2.77 33.11 -1.59 0.000% 36 -3.21 -33.11 -0.02 3.21 33.11 0.02 0.000% 37 -2.79 -33.11 -1.62 2.79 33.11 1.62 0.000% 38 -1.62 -33.11 -2.80 1.62 33.11, 2.80 0.000% 39 -0.06 -16.16 -3.53 0.06 16.16 3.53 0.000% 40 1.70 -16.16 -3.06 -1.70 16.16 3.06 0.000% 41 3.02 -16.16 -1.73 3.02 16.16 1.73 0.000% 42 3.49 -16.16 0.02 -3.49 16.16 -0.02 0.000% 43 3.04 -16.16 1.76 -3.04 16.16 -1.76 0.000% 44 1.73 -16.16 3.07 -1.73 16.16 -3.07 0.000% 45 -0.03 -16.16 3.53 0.03 16.16 -3.53 0.000% 46 -1.75 -16.16 3.05 1.75 16.16 -3.05 0.000% 47 -3.05 -16.16 1.74 3.05 16.16 -1.74 0.000% 48 -3.53 -16.16 -0.02 3.53 16.16 0.02 0.000% 49 -3.07 -16.16 -1.77 3.07 16.16 1.77 0.000% 50 -1.77 -16.16 -3.07 1.77 16.16 3.07 0.000% 'Non-Linear Conver �en'e`Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0.00000001 0.00006690 3 Yes 5 0.00000001 0.00002618 4 Yes 5 0.00000001 0.00064578 _5 Yes 5 0.00000001, 0.00023504 6 Yes 5 0.000000.01 0.00068820 7 Yes 5 0.00000001 0.00025349 8 Yes 4 0.00000001 0.00026667 9 Yes 4 0.00000001 0.00013167 10 Yes 5 0.00000001 0.00067269 11 Yes 5 0.00000001 0.00024429 12 Yes 5 0.00000001 0.00066075 13 Yes 5 0.00000001 0.00023947 14 Yes 5 0.00000001 0.00006223 15 Yes 4 0.00000001 0.00099781 16 Yes 5 0.00000001 0.00070289 17 Yes 5 0.00000001 0.00025763 18 Yes 5 0.00000001 0.00064929 19 Yes 5 0.00000001 0.00023432 20 Yes 5 0.00000001 0.00004710 21 Yes 4 0.00000001 0.00075530 22.. Yes 5 0.00000001 0.00069618 23 Yes 5 0.00000001 0.00025241 24' Yes 5 0.00000001 0.00069388 25 Yes 5 0.00000001 0.00025112 26 Yes 4 0.00000001 0.00000001 27 Yes 5 0.00000001 0.00012691 28 Yes 5 0.00000001 0.00014100 29 Yes 5 0.00000001 0.000141,31 30 Yes 5 0.00000001 0.00012305 31 Yes 5 0.00000001 0.00014237 32 Yes 5 0.00000001 0.00014235 33 Yes 5 0.00000001 0.00012571 tnxTower Report-version 6.0.4.0 April 22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 18 34 Yes 5 0.00000001 0.00014351 35 Yes 5 0.00000001 0.00014147 36 Yes 5 0.00000001 0.00012555 37 Yes 5 0.00000001 0.00014594 38 Yes 5 0.00000001 0.00014723 39 Yes 4 0.00000001 0.00003859 40 Yes 4 0.00000001 0.00013314 41 Yes 4 0.00000001 0.00016823 42 Yes 4 0.00000001 0.00002394 43 Yes 4 0.00000001 0.00014771 44 Yes 4 0.00000001 0.00014046 45 Yes 4 0.00000001 0.00005266 46 Yes 4 0.00000001 0.00017924 47 Yes 4 0.00000001 0.00013345 48 Yes 4 0.00000001 0.00004714 49 Yes 4 0.00000001 0.00016911 50 Yes 4 0.00000001 0.00016640 c -Com ressonChecks• $, "� ;. � - F .. ` ; - •r. Pole"Desi n�Data.�'� � `;� � ..�yff - -: Section Elevation Size L L KI/r A P. Ratio No. P ft It It in K K OPT L1 118-77.25 TP28.318x22x0.188 40.75 0.00 0.0 16.461 -5.90 1012.10 0.006 (1) 7 L2 77.25-40.75 TP33.60WT39934.25 40.00 0.00 0.0 25.941 -10.65 1778.93 0.006 (2) 9 L3 40.75-0(3) TP39AW2.4430.313 45.00 0.00 0.0 38.851 -19.36 2706.37 0.007 3 e=Bendin D si n Data- Pole' ` Section Elevation Size M- �M x Ratio M Y OM Y Ratio No. Mux M-Y ft kip-ft kip-ft OM- kip-ft kip-ft OM Y L1 118-77.25 TP28.318x22x0.188 380.57 574.74 0.662 0.00 574.74 0.000 (1) L2 77.25-40.75 TP33.60WT39934.25 999.33 1196.18 0.835 0.00 1196.18 0.000 (2) L3 40.75-0(3) TP39.42x32.4434.313 1960.83 2176.07 0.901 0.00 2176.07 0.000 Pole Shear. Des 'n;Data 'Ft Section Elevation Size Actual 0 Vn Ratio Actual 0T Ratio No. V. V T. T ft K K 0V� kip-ft kip-ft 0T� L1 118-77.25 TP28.318x22x0.188 15.29 506.05 0.030 0.94 1150.89 0.001 (1) L2 77.25-40.75 TP33.602x27.39934.25 19.21 889.47 0.022 0.66 2395.29 0.000 (2) L3 40.75-0(3) TP39.42x32.4434.313 23.30 1353.19 0.017 0.65 4357.46 0.000 tnxTower Report-version 6.0.4.0 1 April 22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 19 yeQ r d = Pole l�nte'ractioW. esi ;Data,ri t aw ;- Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. M x M,;�, .. V. Stress. Stress. ft �Pn 0M. om" oV OTn Ratio Ratio L1 118-77.25 0.006 0.662 0.000, 0.030 0.001 0.669 1.000 4.8 2 (1) L2 77.25-40.75 0.006 0.835 0.000 0.022 0.000 0.842 1.000 4.8 2 (2) t1 L3 40.75-0(3) 0.007 0.901 0.000 0.017 0.000 0.909 1.000 4.8.2 . _ s y ectiort Ca la �. acit ,,Tab Elevation component. Size Critical P OPaflm % Pass Section Element K K Capacity Fail No. It Type. . L1 118-77.25 Pole TP28.318x22x0.188 1 -5.90, 1012.10 66.9, Pass L2 77.25-40.75 Pole TP33-602x27.3993x0.25 ., 2 -10.65 1778.93 84:2 Pass L3 40.75 0 Pole TP39.42x32.443x0:313 3 -19.36 2706.37 90.9 Pass Summary Pole(L3) 90.9 Pass RATING= 90.9 Pass tnxTower Report-version 6A.4.0 April 22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 20 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 6.0.4.0 (ABANDONED) (1) 7/8"TO 95 ET LEVEL (INSTALLED) (2) 7/8"TO 95 FT LEVEL (2) 1/2"10 118 FT LEVEL - - CLIMBING PEGS W/SAFETY CLIMB_ (RESERVED) - (2) 1-5/8"TO 118 FI LEVEL (INSTALLED) •O' / \ 1 (3) 1-1/4"TO 118 FT LEVEL (INSTALLED) (1) 1/2"TO 73 F1'LEVEL •O I o O (RESERVED) (2) 3/8"TO 105 FT LEVEL (INSTALLED) •�\ \ —' - (7) 3/8"TO 108 FT LEVEL - (6) 7/8"TO 108 FT LEVEL / - � (PROPOSED) . (1) 1-5/8"TO 88 FF LEVEL N (INSTALLED-TO BE REMOVED) - - - _ (1) 5/16"TO 88 FT LEVEL (INSTALLED) - - (12) TO 88 FT LEVEL BUSINESS UNHU_NUM TOWITT9JDl r . April 22, 2013 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 601296,Application 186791, Revision 1 Page 21 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 6.0.4.0 Square, Stiffened / Unstiffened Base Plate, Any Rod Material- Rev. F /G Assumptions: 1)Rod groups at corners. Total#rods divisible by 4. Maximum total#of rods=48(12 per Corner). 2)Rod Spacing=Straight Center-to-Center distance between any(2)adjacent rods(same corner) 3)Clear space between bottom of leveling nut and top of concrete not exceeding(1)*(Rod Diameter) Site Data Base Reactions BU#: 875052 TIA Revision: :, 6 Site Name: ASSOCIATED ALARM SY Factored Moment,Mu: ' " 1`96T ft-kips A p#: 186791 Rev.1 Factored Axial, Pu: ' .19• kips Anchor Rod Data Factored Shear, Vu: ,; Ae,23,-' kips Eta Factor, q 0.5. TIA G(Fig.4-4) Q ty: : . 12 Diam: 2.25 in Anchor Rod Results Rod Material: A61'5=J' TIA G—>Max Rod(Cu+Vu/n): 175.9 Kips Yield, Fy: 75 ksi Axial Design Strength, (D*Fu*Anet: 260.0 Kips Strength, Fu: 100 ksi Anchor Rod Stress Ratio: 67.7% Pass Bolt Circle:1` 46 lin Anchor Spacing:1,_ 6 lin Plate Data Base Plate Results Flexural Check PL Ref. Data W=Side: . ' 45 in Base Plate Stress: 37.0 ksi Yield Line(in): Thick: 215- in PL Design Bending Strength,.(D*Fy: 49.5 ksi 24.22 Grade: ,.- -55 ksi Base Plate Stress Ratio: 74.7% Pass Max PL Length: Clip Distance: in 24.22 NIA-Unstiffened Stiffener Data(Welding at both sides) Stiffener Results Configuration: Unstiffened Horizontal Weld : N/A Weld Type: - '�- ** Vertical Weld: N/A Groove Depth: • ` in** Plate Flex+Shear,fb/Fb+(fv/Fv)A2: N/A Groove Angle: degrees Plate Tension+Shear,ft/Ft+(fv/Fv)A2: N/A Fillet H.Weld. ` <--Disregard Plate Comp. (AISC Bracket):. N/A Fillet V.Weld: - in Pole Results Width: in Pole Punching Shear Check: N/A Height: . - in Max PL Length Thick in Yield Line u AnchorsNotch in at corner— �5c St = BASE PL Grade ksi oty/a f "^`'• Twc�uEss Weld str.: ksi YArchor, Typ. STIFFENED CONFIGURATION ASSUMED IN TOOL Pole Data �e / 9.C. Diam: ` "39.42. ' in Thick: ` 0.'3125. in ��p'• pat clear specs Grade: 65: ksi I / \ of aor far in le _An c�or case #of Sides: ..` 18'r_ _ '0"IF Round so L9R I Pole F pIAM -/0 Anchor Spacing Same As Stiffener Spocing, Except for Sicnle Corner Anchor (Input Clear Space) **Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate 1.5-Square Base F-G 1.2,Effective March 19,2012 Analysis date:4/19/2013 CCI Foundation Tool Suite-Monopole Pier-Beta Release tCl Foundation Tool Suite-v1.0 Date: 4/19/2013 BU: 875052 Site Name: ASSOCIATED ALARM SYSTEMffNApp Number: 186791 Rev.1 CRAE Work Order: 601296 - - Monopole Drilled Pier In ut a^c.c. Cr feria TIA Revision: G ACI 318 Revision: 2005 Seismic Category: A :Forces Compression 19 kips Shear 23 kips Moment 1961 k-ft Swelling Force 0 kips foundation Dimensions Pier Diameter: 6 ft #5 Tie Size - - Ext.above grade: 0.5 ft Depth below grade: 19 ft (16)-#11 ;Material Properties Number of Rebar: 16 Rebar Size: 11 Tie Size 5 Rebar tensile strength: 60 ksi _ Concrete Strength: 3000 psi Ultimate Concrete Strain 0.003 in/in - ClearCovertoTies: 4 in ,Soil Profile: ', o ° Ultimate.� " Ultim;te.' Ultimate _ . e Frictions Uplift Skin Comp.Skin Bearing .Thickness From To' Unit Weight Cohesion Angle friction Friction Capacity SPT IN, Layer (ft) (ft) (ft) (Pcf) (psf) (deg) (ksf). (ksf) (ksf) Counts 1 5 0 5 120 0 0.5 .-,^. 5 --5:5`7,7 7120.:.4 raz--., �,,�.. _ - 3 9.5 5.5 15 125 35 0 c 4 �4:.-z, 4• +c-;.�15 < 19^:•n....��.'65 35 .Lxi•• ., .r.. 9...p r_ +.+-: 7 7 ..,. ::'i .r. ..�u.•ro.. w- :o.�, -° ....�._..�.,.r.�,r- .'S>*,y--.,,,;*.-- .d.+f."...� �.:�:' .'4",r.+'. � Analysis Results Concrete/Steel Check Soil Lateral Capacity - 'Mu:(fromsoil analysis)analysis) �—2043.67k-ft -Depthto Zero Shear: 6.03 ft: - 'coMn 3286.21 k-ft Max Moment,Mu: 2043.67 k-ft ;RATING: 62.19% Soil Safety factor. ,. 1.88 ,Safety Factor Req'd: - 1.33 _ `RATIN6a�70.66% 7hoprovided7—": " 0.61 mo required, 0.33 OK Soil Axial Capacity (Skinfriction(k):, - ..3�. 139.14.kips� Rib5rSpacing. -10.63 - - End Bearing(k): 190.85'kips Spacing required e•` 22.5610 Comp.Capacity(k),Vn: - 329.99 kips - - - Comp(k),Cu: 19.00 kips .RATING:5.76% Dev.Lengthrequired:} 12.63� Dev.Length provided+ ;61.7E OK Overall Foundation Rating: 70.66% A Page 1 of 1 T;•1 ', 500 North Broadway a � 2 East Providence, RI 02914 ADVANCED _ Phone: (401)354-2403 ENGINEERING GROUP, P.C. 213 ti June 3, 2013 Mr. Thomas F. Geiler ®IV _..1=_, Director, Building Division 200 Main Street Hyannis, MA 02601 RE: Engineers Final Inspection Affidavit MetroPCS Equipment Installation 1047 Falmouth Road `4, Hyannis, MA MetroPCS Reference: HYNO016A Dear Mr. Geiler: In accordance with Section 107 of the Massachusetts State Building Code this office has reviewed the completed MetroPCS 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 "HYNO016A Crown 875052 Hyannis" dated 08/17/12, RevO, and applicable provisions of the Massachusetts State Building Code. E The following substitutions and/or deviations were noted: • The microwave antennas were installed on pipes mounted to sector t-arm mounts, rather than pipes mounted on an adjustable chain mount as shown on sheet A-4 of the above-referenced design plans. This change in inventory installed on the monopole was completed under a different scope of work and building permit. A review of the approved structural analysis reveals that the monopole is structurally adequate to support the microwave antennas as installed. Therefore, this change is considered acceptable. With respect to MetroPCS's equipment installation, it is also 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 construction from meeting the requirements imposed by contract or other means, including commonly accepted industry practices. r Based on the review performed, 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. Very truly yours / OF - ,. G *. Marc R. Chretien, P.E. �a MARC R. ACHRETIEN Advanced Engineering Group. P.C. CIVIL No.40313 /STEaE® IONAL EHO E y Town of Barnstable AE& ' Assessing Division eo Mr.. 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-8624022 Jeffrey A Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION September 25, 2013 RE : Adjacent Abutters List For Parcel (s) : 250-004 1047 Falmouth Road/RTE 28 Hyannis, MA. 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcel. They appear on the most recent tax fist with the mailing addresses supplied excepting parcels 250-023-X01 and 250- 023-X02. FY14 combining all three FD lots (2501023/T00 & 250/024) total AC = 2.88; keep 1.61 AC & change parcel 250/023/X01 to 250/023/1-100. Change parcel 2'50-023-X02 to 250-023-T00, delete parcel 250-024. Jb Board of Assessors Town of Barnstable T—ivt-o$LLB AbutterKeport Page 1 of 3 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '250004' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 38 ( Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed . CityState2ip 249064 GIANNETTI, 718 STRAWBERRY CENTERVILLE, 14896/265 RUDOLPH V JR HILL RD MA 02632 249066 RYAN,JOSEPH A& RYAN FAMILY INVEST 28 BLUEBERRY HILL HYANNIS, MA 10763/184 NATALIE TRS TRUST RD 02601 JOSLIN,SUSAN E& 524 OLD EAST 249067 HAYES,JOSEPH N BARNSTABLE ROAD 02536FALMO TH,MA 26206/236 2536 ROSSEGALE, 42 BLUEBERRY HILL HYANNIS,MA 249068 SAMILE,DEMEIRA, &DEMEIRA,SILVIA F RD 02601 21137/171 MARCOS C 249069 JONES, DAVID T& 4 BLACKBERRY LN HYANNIS,MA 4188/284 SHEILA M 02601 249070 LINS, DANIELLE F& 56 BLUEBERRY HILL HYANNIS,MA 25594/230 FONSECA,THIAGO ROAD 02601 249071 MIRANDA, RUI A 64 BLUEBERRY HILL HYANNIS,MA 15072/293 RD 02601 249072 DIXON,STEVEN W 76 BLUEBERRY HILL HYANNIS,MA 24181/201 &MEGAN F ROAD 02601 249073 WHITE, LUKE M& 82 BLUEBERRY HILL HYANNIS,MA 26523/127 KELLY P ROAD 02601 249077 HARDY,TERESA A& 59 BLUEBERRY HILL HYANNIS,MA 21271/75 JOHN W RD 02601 249153 BEARD,ANDREW J 69 BLUEBERRY HILL HYANNIS,MA 23527/140 RD 02601 250001 FOUNDERS COURT C/O MB 220 FORBES RD., BRAINTREE, MA 9366/118 CORP MANAGEMENT CO STE 205 02184 25000200A HOUSING 460 W MAIN ST HYANNIS, MA 18026/201 ASSISTANCE CORP 02601 25000200B HOUSING 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP 02601 25000200C HOUSING 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP 02601 25000200D HOUSING 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP 02601 25000200E HOUSING 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP 02601 2500020OF HOUSING 460 W MAIN ST HYANNIS, MA 18026/201 ASSISTANCE CORP 02601 2500020OG HOUSING 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP 02601 25000200H HOUSING 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP 02601 25000200I HOUSING 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP 02601 25000200J HOUSING 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP 02601 25000200K HOUSING . 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP 02601 HOUSING HYANNIS, MA LD3/ http://66.203.95.236/arcims/appgeoapp/A`butterReport.aspx?type=ZBA 9/11/2013 AbutterReport. Page 2 of 3 25000200L ASSISTANCE CORP 460 W MAIN ST 02601 18026/201 25000200M HOUSING 460 W MAIN ST HYANNIS, MA 18026/201 ASSISTANCE CORP 02601 2500020ON HOUSING 460 W MAIN ST HYANNIS, MA 18026/201 ASSISTANCE CORP 02601 250003 BARCELOS,ALEX 2 BLACKBERRY LN HYANNIS, MA 21599/277 02601 http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 9/11/2013 ADurtemeport rage i of 250004 RELD CORPORATION C/O AFFORDABLE 501D EAST NAYLOR SALISBURY, MD 1399/183 BOOKKEEPING CORP MILL DRIVE 21804 BOTSFORD, HYANNIS,MA ' 250005 NORMAN L& 1069 FALMOUTH RD 02601 1368/380 JUDITH 25000600A FARDY,ALICE M 6 KENSINGTON DR SANDWICH, MA 21298/92 02563 25000600E LAFTSIDIS,JOHN 1087 FALMOUTH CENTERVILLE, 21814/278 ROAD MA 02632 250008 HAKALA,KENNETH 728 STRAWBERRY CENTERVILLE, 2893/242 A&FAITH S HL RD MA 02632 CENTERVILLE 1436 IYANNOUGH HYANNIS, MA 250023X01 GARDENS II,LLC ROAD 02601 26338/204 CENTERVILLE 1436IYANNOUGH HYANNIS MA 250023X02 GARDENS 11,LLC ROAD 02601 26338/204 WEQUAQUET 1300 BELMONT ST- BROCKTON,MA 250027X01 STRAWBERRY HILL C/O COFFMAN REALTY SUITE 302 02301 17960/323 LP WEQUAQUET 1300 BELMONT ST- BROCKTON, MA 250027X02 STRAWBERRY HILL C/O COFFMAN REALTY SUITE 302 02301 17960/323 LP SCHOFIELD, CENTERVILLE 250028 BENTLEY C& PO BOX 44 MA 02632 21602/215 DOROTHY G 250065 COREY,DONALD J 1 TINKER'S LEDGE DUXBURY,MA 19570/086 JR RD 02332 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 9/11/2013. http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 9/11/2013 Town of Barnstable Geographic Information System September 11,2013. 230209 250125 250102 250108v 250070 '#546 260018002 -#10 3 #69 250109 #424 % 250 003 #75— 250124 2#226 260128*#334% 2 2#29r 250135#28 25011003 #� 416 250110 2500690001 3016 #66 #46 #55 250107 • #26 # ` • # • 54 250012 �-`•`�- 250132 250068004-250091 � #45 250127T00 250127H00::::.;:::;.. #g ty� 250134 *442 07 230164 250021 #28 #28 �0 j; r1.8 250104 Aptr250030 250031 250068002 # #41 :250106 #20 848 #46 #960' 1 #452' / • O #38 r. 1 250133 -250032 250067003 #107 2 �V� 250022T00 :,• :'`.•`',"::!':'`:::';: #� #942f`#458 #33 Jw #38' 250022H00::.':••-;,• :::: ::::: :::)'; 250105 . �► #38 JL#31 250066006 260095 250123.030 1#0 250024 230191 #28 _ # 0 250034 #8 {'r.250065 ` , :> 14 #942 250010 250023X02 :•:': s;'•'.:':`: #1030 :: g • 250029 `r 250033 V 250028.;::• #0� 't4 008 250023 04, •'r>-..a•- t". 41 250027X01 yi•i? `it;c'i. ; ;;?; :: %;,`-%�i{;:.r;:, ;r.;.:r; :;t(, 250062 230136 # >•.i:'' =S; p;. % >'i. *j`s:.v,.;' .( *<%% ., #1130933 14 "r _ /•%/f r _ ri.Y_Yy p 260045 X.410/4- IL r f �.� ,fir /�•. ;.> f•>:i •2SOQQ5L ••i:.,: .:r:••r/,;.f_,'!; 'v`i... Y��i`:�:�.'Y�`;%s:r *.;;.: r // ,•: 250007 •Z5-;0�64;fV, 250009 #740 /.L=�r.-+:•;s r, •.25�003._. =rrii'w •:j J.F.- `:250008: '•�.•. : , ,fib i:;J•. '%.'=;��`-/ , '.:'�!%: % f��;�4::.�� -::>J./.., /, Tom.. .'.•,,fi, .1:. �4,�67�i�..i..'�':::c•.,.,, •' ��•' 20 229100002 249063 ;. '5;:, ,•:.•i.F'J!F5x .:�: #�66 #8¢ y8'� 249073,•: 249136• : #1149 #724 - 'r j, s<r.;,,' % i r• #82: o'/,- 250049 92 .249074 074 # #980 :r#7185':i•:''.. ° •Jr;`. .,..r,T: //ts%!- �:r,..2A8'C�8":, ! :<i:,;{.x� /. ,� �•►� #100 250044 2490530012: ✓>.2, YAyJLL #0 249066%'1: 3 : ^• .! :i:, i ri/!✓ '! • RQ 249062 #28 ' :+•:. % il'.,:!�i:;r•' 249153.': 249076002 229121 #713 249065 :: 249077 .• #1000 #706 V = #59 :' .•.#69 r'. 2490 #89 r� 249064CND �++++I� � :•; ..#+11t #942 249061 249075001 #703 2#31?� 249078� ,105 229101 249084 I 14 50 ;:249122 • 249125 #990 0c �, V - #86 249094 249123 1 5 tZM68 249055CND 2asos0 't#682 Q #71 249124 #940 #685 249082 v 249079 �#77i #W 249 #744 #65 #60 #123 23 DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:250 Parcel:004 Zoning Board of Appeals(ZBA) Selected Parcel a boundary determination or regulatory Interpretation. Enlargements beyond a scale of Abutter List Type-Parties of Interest are those directly opposite subject lot on V=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true properly any public or private street or way and abutters to abutters. Notification of all Abutters '•;��;:'; boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. ✓%j;, such as building locations. Buffer i j %f 7-/yIl9i9/L u Property Location:36 WEQUAQUET LANE MAP ID:250/023/T00// Bldg Name: Vision ID•103038 Account# Bldg#: 1 of 1 Sec M 1 of ENTERVILLE GARDENS M LLCr' escription OM LAND 436 WANNOUGH ROAD Z. ANNIS,MA 02601 SUPPL'EME Additional Owners: ther ID: }WITH 250-023=1100 Plan Ref. 644/21 Split Zoning RD-1;HB Land CO er.Prop. #SR esExpt Qual Life Estate DL 1 LOT 2A Notes: DL 2 IS ID: 103038 ASSOC KM �. ....RECORD,OF;OWVERSRMP�•:-s,, ;Bg=YOlJPAGE;:'SALE.DATE %u-j:SALE_PRICE i�G`s,_.., ... ....- ENTERVILLE GARDENS U,LLC 26338/204 05/17/2012 U I 1 1F Yr. Code Ass&: LE,STEVEN A 17960/329 11/24/2003 U I 10 1N 2013 3900 Total: t,�;� �:, .. ,,_ �,,,-',.RK .:� :ti:�.��;OT�ER•�}'SSESS 5�..�tT';�=-_ :-;� • _ <y:,?N���.;;�°;-._ .-:EXEMPTIONS.;-_': . ... .. ^Year a IDescription Amount Code Description Number Amount Comm.Int ASSESSWGNEI_GgBORHOOD NBHD/SUB I NBHD NAME I STREET INDEX NAME TRACING BATCH CI09/A CENVIL �.��;���>-s•��_: `'.r- - -� _f- .._ `..",�.�'.> ...,. �' .rya_� _-,-.w NOTES.t�� �.�.=e���_ ..�-�. •'��� - - 05-SPLIT ""+'.£�.:.'t.t r -�•:; 4 a..'S U.t`."_....,. :... ;�UMDINGpER1KMT..:;RECORD„ Permit LD Issue Date Tvpe Description Amount Insp.Date %Comp. I Date Comp. Comments 200701067 02/27/2007 DE Demolish 20,000 05/22/2008 100 06/30/2008 200700790 02/12/2007 DE Demolish 1,500 05/22/2008 100 06/30/2008 DWLG �:w��''• ':ta�r; i1._*: 4` -�'..r ,,,.� 3�3i -F �`r,T.''>y�'-"'i'•C"}•'''';.,,. YLf�y,� v?* r rt--..ti��::`. 1 --,,..._..-_},_.:.. ..__ .. . . ....,�-�:•..... .. :�_.LAND.,CIIYE,i,'ALUATIUIIFSEGT�ION B Use Use Unit L Acre C. ST. # Code Description Zone D ronta a Depth Units Price Factor S.A. Disc Factor Idx Ad•. 1 3900 DEVEL LAND PLI'I 3 1.00 AC 522,500.00 1.00 B 1.0000 1.00 C109 0.42 /250 1 3900 DEVEL LAND PLTI 3 0.27 AC 78,375.00 2.70 R 1.0000 1.00 CI09 0.42 Total Card Land Units: 1.27 AC Parcel Total Land Area: .27 AC Property Location:36 WEQUAQUET LANE MAP ID:250/023/H00// Bldg Name: Vision ID•103037 Account# Bldg#: 1 of 1 Sec#: 1 of TO NTERVILLE GARDENS II,LLC escription OMMERC. 436 IYANNOUGH ROAD OM LAND OMMERC. ANNIS,MA 02601 _ _ "~SLPPEEM&NTAL DATA •a dditional Owners: ther ID: WITH 250-023-T00 Ian Ref. 644/21 plitZoning RD-1;HB and Ct# er.Prop. SR esExpt Qual Life Estate DL 1 LOT 2A Notes: DL 2 GIS ID: 103037 ASSOC PID# ECORb;gF:O.•W�VERSHIP . :' �'., 'Bg-T101JPAGE.�:S.4L 'SALEPRICE. T ^YENTERVILLE GARDENS II,LLC 26338/204. 05/17/2012 U I 1 1F Yr. Code I Asse LE,STEVEN A 17960/329 11/24/2003 U 1 10 1N 013 3400 013 3400 Total: ,���`,.:..:K,�.t� ,.�',*�:�EXEMP;TIONS_ :.� .• . �J.�w+-�� �aY.z�;?L;...' .. ATHER`ASSESSIKEIVTS# Year Tvpe IDescription Amount Code IDescri tion .Number Amount I Comm.In 3VB'IGORTOOD >'' x 5 °`c ���xx• �<°' rra NBHD/SUB' I NBHD NAME ISTREET EXNAME1 TRACING BATCH C109/A HYAN .y._. - - 7 1 7 -t r.:..:N 1 a},Y•� .�jt"n:.�t �- --,;i`r'_--r.s; *�„K.le�..c �-7,?.^�" ,.r tE -• _�. .�•::�,: . � r. �eN _ :•et'r r. - _rig � BUILDING E- RM-1TREGO Permit ID Issue DateIDEemolish escr: tion Amount Ins .Date %Comp. Date Com . omments 201206765 11/05/2012ommercial 105,000 08/07/2013 100 06/30/2013 ENANT FIT OU7 201205065 08/21/2012ommercial 140,000 08/07/2013 100 06/30/2013 NANT FIT OUI 201204707 08/14/2012ommercial 180,000 08/07/2013 100 06/30/2013 FFICE FIT OUT 201202669 05/15/2612ommercial 650,000 08/07/2013 100 06/30/2013 PROX 9925SF 201202476 04/30/2012ommercial 12,000 06/30/2013 100 06/30/2013 EMO EXIST BLl 200701066 03/07/2007 0 01/01/2008 100 Ol/Ol/2008 XPIRED 200700789 02/12/2007 DE Demolish 20,000 05/22/2008 100 06/30/2008 EMO GAR _ ��. ,L'tfND=LINE=.V-.ALU.4'TTO•NSEGTI'ON.�`�;�:�_ B Use- TUse Unit Acre # Code Description Zone D Frontage Depth Units Price L Factor S.A. Disc C.Factor ST.Idx Ad'- 1 340I DFFICE BLD MDL-96 PLTI 4 1.61 AC 522,500.00 0.77 5 1.0000 1.00 CI09 0.42 t Total Card Land Units: 1.611 ACI Parcel Total Land Area:1.61 AC c' LEGAL NOTICE pre-existing nonconforming �n 2013-057 §240 94B "Expansion of ARE�shng,. TOWN OF BARNST LEkn f 3rr a r nonconfpmmnn g use:In the<altemahve to 2D13-056the Petitioner ZONING BOI)RD,OFAPPEACS� s},s seeks a;specal permd,totzp nil tha Pry ewshng r oconfonnmg NOTICE OF PUBLIC HEARINGS UNDER THE ZONING hotel us8lThe Pehtione�r eeW.ta increase thh, use•by-by OCTOBER 99 2013a Q t the structure andsite to iaowfor the addition of 27;"ho(el rooms ; . u .a` 2013-059 §240 93(B);Expansion of'apre��g To all persons interested in or atf,del by the ons the nonconforming bwldmg The Petitioner seeks to renovate and. Zoning Board of Appeals`yeti are hereb notfied€pursuant add a thud story to`the re exlshn nonconforming'structure to to Section 11 of,Chapter;40AmR th General w of the ° rp "�' a �,� allow.for 27 addihiinat hotel mse.Petihoneralso requests Commonwealth of Massachus and alp mendmepfs Iheretn ,: a royal h s ecial ennd to maintai andlo�alter lawfullyl pry. that a public heanng an fhefo loxnng ppeal willbeheld on pp y °^p ""� M .,. ewsting nonconfonniUes to thesch.MII no., e .exacerbated Wednesday Octgber9 2013 at the lime rntlipted including §24Da3B(1)Side and Rear Pa g Landscape Bufrer.: 7 00 PM Appeal Nos2013-052Akkyawh t 240 54 Loghon of Parlang'inRelahon to Building §240 35F(3}z Saleh.Ahmed Akkawi has epeghoned'to transfer ar)4 wshng. (4) G oundwater P�rotec on P_DisNd Lot Cov&r ge;(mper`nous Speitial.Permd(No 1995163 as amended,by Pertnd`No�1999 » z saws matenal and natuialte)r 1� r 012)to a new owner of the property The subject property is tieing �2pj 3'O60 §240 57Reduchon of Pa dung Regmrats:. sold and the prospective new owner is'reiluesUng the Specal The Peiiii,r requests Special PerrrmtSo reduce the4number., Permits be transferred to him along vnthyhe property.The�Spe}iel`. of required parking spaces by 35 spaces One Hundred Eighty Penmts author¢erane eight.bedroom lodging houszeuseas ati Sa-(186� partdny s arks are requged randOne�Hundred rehabilitation,a�nd recovery tiou`se,Ttie,subject pyropertyslsopted q F One(151)spacesar�e.proposedihe numbe�'of parlung.: at 805 Pitchers WayHyannis;MA as shown an AssessofrMap¢, spaces proposed= jl decease the•dregree of�the preeMull 271 as Parcel 160-It is in a f3esrdAnhal,G I�mnmg distcif # nortoohfortnmg pailangiiaho x , 7 00 PM Appeal No 2013653GI6 afl Signal Acqulsitfons 11 The'Apphcantseeksthefo0ovnn vanances LLC/STC Srz,Con-Nlobrlef No t�,LLC�� 2013 061 8 2013 062§240 21E B bistnd Bulk Regu�lahoris, GlobalSignal Acgw•slhons l LVE&NT�Cr�S,Ca� yw th co and§240 25E HB1Disfnd;B.ulk Regulahons the Applicant"seeks:' applicant T Mobile Northeast wLLC-,,UVe appl ed46prriodification �4 a Variance to ado a thud floor to the ewshng bulling whtle not' of the conditions of Vanan6a`Rgr' 200AM(iss @ ffied�a eiglit. exceeding the"3U foot height limit' variance that allowed-construcUo not a teleco�m�mumcallo wer ,2'0'"13''-063 5 2013 064 §240-21 UV.Distri Bulk Regulahons The Applicant seeks to removers threee�rsGngantenOn tl�e and§240 25E HB Distract Bulk Regulahons A 100 setback is tower ri placeahem Hnth asa panel an ennana y,and new; required along Route132::The bulding is arrently 491 feet from cabling The property rs located at 4047 Falmdufh RoadlFt`oute 28 , »� Route 132 a lav+ful preexisting nonggnfnjmity The building s front Hyannis,MA asshow As n on sessors Map'250 as Parc¢1004 I is' canopy as proposed will be 51 feet from the Roue 132�shghtly in the Residence D`.1.zoning distract dj x!c x}' roduang the nortconfonndy:and resulting m a vanance request of 7:00 PM Appeal Nos 2013-054&2013-058 Bamfiilddl�Kevlrss 49 feet a'F FF ac Michael Bamfield°fid Daniel8 Bettyann Kevles have ipphedifor. 2D13-065 §2 25E'HB Front Yard Landscape SF ks. variances from the minimum lot area reGui tsof 24011E and.° y�hile;the Appfcani"pm- roposes a redesign'of the`site ant parfcing 240-36 ;The Applicants seek to altera boundary-line betweerr layout.the exis8ng conditions along.with the size endshap6 of two adjoining precxishng nonconformmglgts to s part alo�irfor the•lot,prevent compliance with the requirement fora 45 front yard installation of anTNe�l�sephc s}stem�on 2�33+Bay Lan Bothr„bts landscaped setback from the:lot line.Due to the.s¢e of the loot and_ vnll maintain minimum lot vndth and sethadc requuerpents�; e, x k �sr the Iavfirl preeioshng wnditions the Applicant seeks a vanance subject,properties are 215 an i 283 8ay?Lane,CenternMA from tins prowsian'which also allows for nece nary pang shownon Assessdeg:Map 186ias Piiieil,013 and M p 166�, The piopert)r rs located at 867 lyan o gh Roatl Route 132) Parcel 056 Theyare ui the ResidertceyDl Zorig�pis � ,� Hyanms MA;as_shown on Assessor s Map 294 as P.arce1017 Itis 7 00 PM Appeal No 2013-05S"OCCW.Re file Hya LL�nnls C} in the Highway Business(HB)and BusNess(B)zarimg distndls., OCW=Retail HyannmstLLC tics p�ehtioned for modificaUori�of 7;00 PM Appeal No 2013-066`Pamellas ': p� .1,inSs1 two pieyiously granted,Speaal,Permi�The PeU66tier�seeIts to ' Cynthia H Pa'rrella as prospective owner has Petitioned fora lease an wdshng.building to WholerFoods Marketaiid,proppsgs, Special Permd n app'rdaha with 240-91 H 3 a Demolition renovation work and minor and Rebuildingtin Noncorifonning Lots The.pRitioner seeks to,- area;-iniconnectior%vnth the=.renov"abons TtielPehhonet M1eeks to= demolish an::existing dwelling and detached ga2gelshed:an, . modi 'S eaal`Perrpit'.199Z=23 to remave.fhe restnition on sale fY P ems,,.. u� r rebuild a b6i-;6edroom,single familyrtlwelhng with r.an attached. of food;to allow,display and sales of merdhandise outdoors ands two car garage on a ndnconfomm�g loft The new dwelling will not - to incorporate the_pmposed:pro1ed plans They seek om�lYy; meet the current 30',front yard.setbackregmrement along INamen Special•Permit;2011-054 to_refled the proposed"'MRIY!Ous,, Street but the proposed setback is gn:ater lhan_the'selback,of surface area of 64%0:The property rs locafed�at 990,ilyannnough; the exishng`tiuilding:Ttie property is located at 64 Wanen Street, Road and 65 Independence Dnve Hyannis MA:as shown on Osterviile MA as shown on,Assessor's Map'139 as Parce1068.It Assessor's Map 295 as"parcel 015-X02:and Map 294 as Parcel is in the Residence F-1 Zoning District 004.Th6:0roperty is zoned Highway business(HB) Business(B)" These Public.Hearings:will 6e held at the Barnstable Town and Industial IND ( ) ' Hall,367 Main Street Hyannis MA'Heanng Room 2nd Finrr, - 7 00 PMAppeal Nos 2013-056 2013-057 2013-059 2013-065 Wednesday,.0666er,9, 2013 Plans and applications KNyannis Hospitality LLC r:; be reviewed.af'the Zoning Board.of Appeals Office`Growth. - K Hyanms.Hospitality LLC.(df6 Simon Konover"Compan'y), Management Department, Town,Offices 200,•Main Street; has petitioned forrefief to allow for significant investment and. Hyannis;MA.-, ` renovation to an'eidshng.hotel_struclure.and site to allow for an Craig G Larson Chair increase in the number of hotel,rooms irom,99 to 126, Zornng'Board of:Appeals ? The Petitioner seekathe following Special Permits" The Barnstable Patriot Z013-056.§240 25(c)(1) HB Business Dislnct'Conditional,. September 20.and September27,2013 — Use The,Petitioner.requests,a rcondihanal>us pe to" allow,.Fiotell'motel use Ini q HE Disthnt Tf e hqt°� 41Muye LEGAL NOT16i� 7 OOiEM A aI Nos*2013-056 2013-057 2013-054 2013-065. . TOWN O,F}BARyNSTABCE�� t� -,, � s- ZONING�BOAR�OF�APPEALS �' KIyanlsjHospitattty LLC aL� 41, NOTI_CE OF PU9LI HEARINGS'UyNCERsTHEZONlNG Kz lyenn Hosp hty;11051,rlo Simon Konover:Comparry) t r.«ORDINANCES rz��Y + ha pehtloned fo n lief to allow for°`sigrnficant investment and;;: . ,�a E 3 'FS,t7.yStSa� ..SY"1d:fSiat2 OC;TOBER 9 2�13jrf �"L renovationtoranexishng hotel shin and site topatlow� r any To all persons pnstdin oraflectedrbythe at!onso�ate - mc[ease lthenumber ofhotel rooms from 99 tor126q ., Zormg Board of,Appealsr you{are heretiy,noUfied�pursuant" The Peonerseeks-thefollowi�g 5peaa�Permds � � to Section 11 'of Chapte[ 4DAof the�,GeneraltLaws of the 2013�056 §24025( (1) BBuslness Dtnct 4CoxndiUoaf Commonwealth of Massachusetts and sll amendments fhi reto E Use The Pe„UUo�nerrgquests4condihonal use speaal permit to: that a public hearing ron the fol of wing a pe I�vnll bye held on f allow a hoteVmatel:use m,the HB D�slncLiThe hotel use is currentlya re e hri nori nfmrim x 1-h hr ` r Wednesday October 9 2013 at the'66 indicated €- p s g +g 3 u 7 00 PM Appeal No'.2013-052 Akkaw x� f �2013-05 §240 946 Expans�io�n Hof;ta}c.p x�sUPg, Saleh•Ahmed Akkawi has etihoned tortransfei�anex�ishn )nonconfo mg use In�the altemahve to,2013-056Gtiie PeUUoner Special Pe`rmit'(No '1995163 as°amentled by Pe mIt No�,1999 y see_ ks4 sp cialipeOVOCIM "."! d,the pre ezis rig hones form g 012 to a new;o ranerof the ro e r The sub act property. "g`. hoteluseThe PeUUoner seeks to increase the use.by renovating is! �# -xn �G �c sold nd the P p Die stNCUire and.sde toallow-for+the additron of 27 hotel rooms ?` Permits be transferred to him al nw vnth the Q oe 9 The Speciial k059 §2409,3(B), Ezp nsio �o`,aypree sh�ng- Pernits aiitlioriie onererght�bedrtoom lodging h u e used,as a ¢ lei non (n fld g Theme P 6�doner�seeeks��t �re�noyateeand rehabilitation and recovery house.The subject property fed ¢add lyird�story,.tothepwshng nonco�nformingsict ire xo y ` t allawor 27 additional hotel roomsThe PeUUoner also requests at 805 Pitchers Way Hyannis MA as shown bn Assessors Map . •.. ,..�, a a s ra , ^. a" ` '°a '?r approval b�speciatp rrnd�to;matntam and(or�alterllawfully pre- 271 as Parcel 160 It rs in a Res'rdenhaliGt zoning distncL F ra A v e -•_.-xxt 7 OO PM Appeal NoA2013-053I Global Srgnal Acqursihons 1 extshn nonconformrhes tottie srte whrch,wrll nofbe exacerbated; LLC1.STCSrx C6-T`Mob1! North ae s LLC r '� mclud g§24�538( )�Srd grid R a?Parluog Lands'rape^Buffer f � §240-54 LocaU ri of Parting rn Relafid 'i Building Global SignalAcgiiistuans II LLC forSTC Srx�Companyawith co + applicant TMbille7 Northeast LLC have applied for modifiphon (4),Gruundwater Protection,Drstnd L Coverag i pernous_ of the condiho s,of Van;ance No 2000 031(as:modrfie`d)a Neigh m`ateiial and ni rail state)M+s variance'that allowed construch6h'.6f a telecommunrcafions tower♦: �Z013-060,,§240-57 Reduction oft Paretcmg Regmrements The Applicant seeks to remove.three existing antes son lftes_ ye �Lhoner�,req%es apeGal,Pe wit toeduee thenumbe� towe(drid replaiii them with`a sut.panel antenna aria an new c of quiFe parking spxarces by 35 spaces One hundred Eighty cabling.The Qroperty is located atT1047 Falmouth Road/Route 28 Six (186j parkingE spdc s�y.are equued Viand One Hundred Hyannis,MAasshownonAssess�rsMaw250asParceL004�IM Fdty-0ne`{151}'spaces�are,proroposed The,number of parlung` a-�a Ley s...��.sa. •3-:,j+sF ma`s,a' -; -a4spacegproppx6J. i .a..- a in 7 UO'P stdenc�e D 2 9.-0tnc3 2a non onfonnmg+p"arlungraUo �'c�g� °� P k9 �Mic iae11 e.:an ©ah?E iftty it es av 3 _9 The Apphcan seeks the fo lowing variances � , `a 2013-06��42013-062§240 21E B.District BulkiRegulahons' +and 240-25E HB District Bulk Regulations The Appignt seeks' variances from the minimum lot a a regwrements of 2401 E and t § Ss �ra a 3 y rs 240-36D.The Applicants seekrto attar ab un�;"Hen gbehkeenE ? rtokadd a mud 800sr,�to the existing bwlding�wh�le note two adjoin�g,pre ps0ng nomm�fonning btSto m part'sllowfor s exceedng thej30tfoot height hOR mrL 3 3ARK mstallationrof a Title V sepbc System on 2 3 aye n 'B%Ilots ?Di3-063 8 2013-0Gda§240 21E BKDrs�fYct�Butk Regu�l bons will mamtairi.mimmum lot vndfh and setback equirements The, }ate§24 25Ea.HB �rpstrict k Regulahons�A 1Ot]setbaokris+ x a �* s uve 'd as of n Rouute 132ghe bufldingis curtently 4gw feet from subled'pioperbes Ord.215 and�233 Bay Lane Centervflte MA ash g a e,x,r :zu� } , shown on Assessor's Map,186..as Parcel 013 and Maloo as. [Routea3 rawfu'1 preex g noncorifirmrty The building moron( Paroel 056:they are tri the Residence D 1 Zonm Districtcanop pa ro osed vnll be~51 feet from thenRoute x132 nsbgfrtly- r 9 " �1.: �. u3p M7 u 7:00 PM Appeal N�o�2013�-055i;OCW R it,L"Hyaannhis�LLC& ; Ong theznonconfonn�iYy�a resulting in a vana��ce reque�st+o_# OCW Retal ;,Hyahrns LLC has petitioned for�modifi�a�on- � 0 3-D6 240 25E HB Front Paid Lands pe Setbacks1 two previously granted,Special hermits The PeUbo erseeks to: �s �w ems§- <, , �a lease an existing;bmlding to Whale Foods.Market and pniposesa While tNe�fApphc�ant propo a redesign of a side anpang * la out thelexisbnconddions alas with the s¢e and,sha a of renovation work and minor site changes including a new loading y �e.cx rang w x gem : z' w�a Ps i... area`in.connequgn with.the renoyabons Th'e_Pebhoner seeks to. i the lok p t comp)ance�wtth the requirement fat a 45 f2ontyard modify Specal Permit 1997 23 to remove tte�esNcborl�o 'ale• thedlacewfrpil pree�insfing+co d tiona�theDAppUcant`seeks a variance f of food`to allow,display and sales of merchandise outdoorsrarid <s f +. to incorporate the.proposed project plans$:They seek to imodity' fromthis provision which also allows for ecessary parking ., The property is lopted at 867 lyahrough Road(Route 132) Special Permit'201.1-054 46'reflect the proposed impernous , ___tyJ; n H annnis MA'a shown on Assessors Map 294 as,Parcel 0�17 IUs surface area of 64%:,The property rs lorated at 990 dyannough. y Road and.65 Inde endence.Drive H annis;MA as shown ori, m iheHighway:Business{fib)and Buairiess(Bj zoning disbcLs Assessors Map„295,as parcel015 X02 and.;Map'294•:as'Pareel =7 00 PM Appeal No 2013 066 Parrella `C e r 004..Thepropertyis zoned Hi Highway Business HB;Business B YCotthi H Parrella as prospective ownerthas;PeUUoned�Or,4a:,. • 9 Y ( ) O and Industrial(IND). Special Permif;in accorrlarice with§240 91(H)(3)(a}Demohhon ; and'12ebutldmg on Nonconforming Lots The'pehUonerseeksuto t r; demdhsh an extstrng dvrellinguand:.,efached:garagelshed.'and rebuad a'four bedroom single family dwelling wltti an attached twocarsgarege on a rionconformmg lot.;The new dwelling will not '} rndef the current'3, front yard setback`regmrementalong Warren j Str�t butte a prnposedyntback is greate d r thanlhe se back of, the ezishng building The property rs locate at 9.Wdr, Street Osterville MAasshowp'oriAssessors,Map139as.Parkbifl?It is in the Residence F 1 Zoning District=' � These Public'Hearings wilt to held at�thie;Barnstable Town Hall,367 Main Street Hyanms MAHeanng'Roo m,2nd F�oor.,y Wednesd4_''6cto6er 9 2013 Plans and apphcahonsr may be rewewediat2the Zoning Board ov,,Appeals Office Growth Management ;Department; Town 'Offices 200=Mamma StryAet, j Hyannis � �s, ` � Creig G'Larson Chair ; Zoding.BoaFd of Appeals ; Tfie�Ba`stable`Palnot � �z r .' i C:,�,.(r epterlraahSepterobeCLf;20.13i iF� I'. S t t pre existing nonconfortnirig:.`: :--- - ^: .2013 LEGAL NOTICE 057::§240 94B: Expansion of a`pre ewshng TOWN OF BARNSTABLE;.�: =:_ -.': r, noncorrfotiriri.use IIII ht Itematrve to;2013-056-the Petitioner 1 ZONING"BOARD OF;APPFI►LS:-=;. seeks a special pTennd to expand the pre ewshng nonconfonrnng.i NOTICE OF.PUBLIC HEARINGS UNDER THE ZONING hotel use The Petitioner seeksao increase_jfid.,.,uW.by,n novating i =ORDINANCE r tfie shvchrre and site io allow for the addition oF27rh'otelYooms,.::� OCTO IER 9 2013 - e 2013-054 §240-99(B) Expansion of a pre a9: _ Wall persons interested iri or aBeded by the actions of the nonconforming buldmg 1Tre Petitioner seeks to renovate and"' 206ing Board of:Appeals, you.are hereby notified pursuant.". add a thud story fo the pre�xishng nonwnfonnm re tool g structu to"Section."11 of,Chapter:40A"of the:General-Laws.:of the .'allow for 27.additiorial:hotel rooms The Petitioner also requests;, Commonwealth of Massachusetts and all"amendments thereto,: approval by specal pemnitao maintain andlor.alter lawfully pre.;,. that A oUblic hearing cm)tie following lappeals.xnn be held on eigsting noncontomnihes to the sde which vnll not be exacerbated -Wednesday Ocfober 9 2013;;at the time indicated r .-inoluding§240-53B(1).Side and Rear ParWng Landscape Buffer,. 7:00 PM Appeal No 2013-052 Akkawi §240 54 Location of Parlang m Relation to Buiidrn9 §240 35F(3}:. Saleh Ahrned Akkavn has petitioned.to hansfer,.an ewshng (4);Groundwater Protection District Lot Coverage Qmpervious Special,Pemiit.(No 1995163 as amended by Permit No:1999- material and natural state)% < e j c i 012)�to a new owner of the propeny:The subject properly is being 2013 060 §240-57.Reduction"of Partang Regmreeats:: sold.and the:prospectiye new owner is;requesting-the Special The Petitioner requests a SpeualPetnft to reduce the number Permits be transferred to him along*Wthe property:The Special of required pa " spaces.by 35 spa,ggCOrie hundred Eighty Permits author¢e.ohe eight bedroom.lodging house used:as.a Soc (I —'"rig spaces are required and One Hundred. reliabilitation:and ie0yery house The subject property is lopted Fly-0ne (151)`s.000 an proposed The number of parking at 805'Pdchers Way,Hyannis,MA as-shown on Assessor s Map. spaces proposed vnll decrease the degree of the pre ewshng"� 271 as Pareet 160.It is in a Residential C-.1 zoning disthd . ." nonconfommng padang rated 7 00 PM Appeal No.2013-051 Global Signal Acgwsibonsal, The Applicant seeks the_fellrn variances r l LCI.STC Siz CoJT lNobile. -Northeast LLC;: _. .2013-061.-8,2013-062:§240 21E'8. Dlstrict:Bulk f2egulabons Global Signal Acqusihons ll,LLC for STC Sa Companywrth i o and.§240 25E'HB Distn&t Bulk Regulations The Applicant seeks": appiicantT;Mobile"Northeast LLC have app0ed for amodiification" a:vanance to add a thrrd:floor tolhe existing buiid)ng while:not of the'c64iions of"Variance No 2000-031(as modfied) a he,ght eirceedingihe30.foot height limit variants that allowed construction of a.telecoinmunications tower: .,.,., �;2013-063&2013-064§24021E.B DistnctBulkRegulations ; The:Applicant seeks to remove three':ewsting antennas,on,the and§240-25E-'HB:Drstrid Bulk,Re ulahons-A 100 setback is:. 9 tower.and.replace them with.a"six_panel•antenna array and-new required along:Route 132_The buldmg rs currently 491 feet from cabling:The property is located at 1047 Falmouth RoadlRoute 28," Route 132 a.lawful preexisting nonwrifomiity The building s front` Hyannis,MA as shown on Msss es,Map 250 as Parcel 604.It is canopy a's proposed Wll be 51 feet from the Route 132�slightly in the_Resid`ence;O-f.ioning district = _:.::;:r'? reducing the nonconforrnity;and resulting in€a:vanance.roquest of,:l 7 66 PM Appeal N6s."2013-054&2013-058 BamfieldfKevies 49 feet i Michael 8amfield and Daniel.B Bettyann�Cevles have applied for 2p13 p65 §240 25E'HB Front Yard landscape Se+'t ks �:.-.., _ variances_fromJhe.minimumlotarearequiremehtsof240-11E"and' While:theApplicaniproposesa"'retleslgnofttiearte:arid:padarig } 24.0 3§D The Applicants seek to afteva•boundary tine between :: jayo we existing conditions along wrfh the size and shape of i two:adjoining,pre ewshng nonconforTmg lot. t 09 part allpw for the lot prevent compfance with the"regwrementfor a 45 fronfyard" "installation.of"a TMH IV septic.sysfem oh'233 bay Cane Both.lots. landsca ed sel6ack fmm the lothne:Due fo the size of the lot and P. will maintain..-min_imu.n lot width'"a"and setback,regurrements:The the lawful preexsting conditions the Applicant seeksa variance i subject properties are.215 and 233 Bay Lane Centerville MA as from thjsprovision which also allows for neceesary parfang _i shown on Assessor's Map 186 as Parcel 013 and:Map.166 as The piopeftY is located of 867 tyannough Road(Route 132).. Parcei 056 Thy are in the Residence t2-1-Zoripg- istrict Hyannis MAas shown on Assessor s:Map 294.as Parcel 017,It is :7:00 PM Appeal_No 2013-055."OCW_Retad 2 Hyannis LLC., jn the Highway Business(HB)and Business(B)zoning drsfidts:•"^" rOCW Retal Hyanrns LLC has petitioned for modification of"1 " .:,~7 00 PM Appeal No:2013-066:Pairella two prewously.gianted.Special.Permits The Petitioner,seeks."fo thia H Parre1la as prospective owner has petitioned for a lease"an ewsting building to Whole.Eoods Market.and proposes"_ Special Permit m accoidance.wrth§24091(H)(3)(a)Demolition ". renovation work and minor site changes,"induding a new loading , artd Rebwidingron Nonconfonnmg Lofs The petitioner seeks"to" area;in connectionviith'the renovations.The.Petitiorierseeks to demolish an-::ewshng dwelling and detached;garagelshed and". ;modify SpeciaLP_ermit;1997-23 to remove the reshichon on sale rebmld.afoul bedroom,"s,ngle farriily dweling:xith an attached of.food,to-allow.'display and.sales nf.merchandise outdoors,and byo car garage on a:noncordonnmg lot The new dwelling vnll not to.incorporate.the'proposed project"•plans:,They seek to modify nieatthe eurrent30 front yard setbPC..eq y....:nt:along Wanen " ,Speciai"Permit:2011-054 to reflect_the proposed imper-lous_: ."" Sheet butahe proposed setback is;greaterihan the setback of, aurfaee area of li4%:'The"properly_is"located at 996 lyannough , tiro ewshng boding The propeiiyjslocated at 64 Warren"Sheet, Road.and 65.Independence Drwe,:Hyannis,MA as shown bn . Ostennlle;"MA as shown:on Pssessor s,Map 139 as Parce1068.It" :Assessors'Map 295 as pargel 015 X02 and:Map.294 as Parcel Is in the Residence F 1 Zoning pishict 004.The property rs zoned Highway Business(HB);Business:(B)_ These.Public Hearings xnll be held at Ihe_Barnstable Town and lndustrfa).(IND). = Hall 367 Mam Sheet"Hyannis MA Hearing Rdom,2ritl Flanr; 7c00 PM Appeal Nos:2013.056,2013.057 2013-059 2013-065 -Wednesday,.October 9 2013 Plans and:apphrahons r,r% KT.yanms Hospitality; be reviewed at the Zoning Board:of.Appeals Office .Growth K:Hyannis Mospifalily,.LLC,(rd Simon Konover Company) Management Department Town;Offices 200 Main Street, tias;pehhoned for=reliefad Ilow..for ign8icant jnveslment and Hyannis MA. : _:.. . t renoyation-to:an existing h iteLstiucture"and site-b-Mow_for-'arc.. Craig�G Larson;Chair increase in"thenumber of hotel 6rhi7iom 99 to 126 Zoning Board of Appeals < The:Petitionerseeksthe`following Special Permds The Barnstable Patriot, .. d. §2i6 2(c)(1).HB 66Mi miss".DMddl Conditional_ .Sepfember 20 and UseThe Pehhgner.requesls"a ooridfiorrat us��sp`eaalperut: :` allow k otelfmote7 use jrr the HB Dis'hict The h�teJ Lrse a ctigenily i BARNSTABLE REGISTRY OF DEEDS V a TOWN OF BARNSTABLE BUILDING)PERMIT APPLICATION I'ap ;6'6) Parcel O(D Application OrY7( 1� Health Division Date Issued `'t�j Conservation Division L Application Fee oo DR Planning Dept. Permit Fee I Date Definitive Plan Approved by Planning Boardt V L6W) Historic - OKH _ Preservation /Hyannis Project Street Address F4/,"d /1111U4 Village Owner ReU (c--,P I(, ru&vo, d-�cJM Address ®� �j�v/�.� Mill Telephone /I e&�L� 7 ( e - 3 3`( Permit Request wit e�roLc l /12r o kf /6 e_.? 64 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District - Flood Plain Groundwater Overlay Project Valuation ZOVO Construction Type Lot Size o 6�3 AW 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 52 c:;) Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/cSal stove: A Yes' No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ exis ing ❑ n?w size Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: O -a Zoning Board of Appeals Authorization peal # ,)01)-6KO Recorded 0� ' Commercial 3-Ye-s' ❑ No If yes, site plan review# NJ Current Use Vlly tell Proposed Use Se,k-t APPLICANT INFORMATION (BUILDER OR HOMEOWNER) -- Name .�+��IJ H d,-:�UW A t� Telephone Number ill -2 9-9 3 O Q Address T-->0w Ipei2 l u License # CS J1?-_)Ex_7Toff t--AA O("7 L4 6 Home Improvement Contractor# Worker's Compensation # ��9�71�/S ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0 a t d �e� I'la4 c SIGNATURE DATE L FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ; i ,r ADDRESS VILLAGE _ OWNER c DATE OF INSPECTION: FOUNDATION FRAME 1 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. i a The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations -= j 600 Washington Street t Boston,MA 02111 ' www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): c)L"T(t0—x"TA Cnt.6 IZtX�\(�11 Address: 'C:J :STJ City/State/Zip; 1"�rt.t� Lol�Ma r17�{ Phone#: Are you an employer?Check the appropriate box: Type of.project(required): 1.;K I am a employer with qQ 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• 9. ❑ Building addition [No workers' comp. insurance comp.insurance.* required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I 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' 13.9 Otherrt�55 fEt WiV_ ScOtA comp.insurance required.] "Any applicant that checks box#I 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-contmetors and state whether or not those entities have employees. If the sub-conirdetors 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: [,y M M M c:E 1nt wsi-fz s Policy#or Self-ins. Lic.#: �(t�// �{`�t Expiration Date: q 5 Job Site Address:Z0 Y7 rW,4,v'A ' City/State/Zip:&LMS4_ 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 S1,500.00 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. 1 do hereby certify under the pains and penalties of perjury th the information provided above is true and correct. Signature: Date: /R /2_ Phone#: Offtcial use only. Do not write in this area,to be completed by city or town officiat 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#: COSTR-1 OP ID:SC A" CERTIFICATE OF LIABILITY INS DA-M(�°�" INSURANCE 08(30112 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($), 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 cerffcats does not confer rights to the certificate holder In Hsu of such endorsement s PRODUCER 516-781-9000 Nam; Newbridge Coverage Corp. 1666 Newbridge Road 516 781-8172 PX0FAX North Bellmore,MY 11710 E-MAIL Newbridge Coverage Corp. WM AFFORDING COVERAGE NAICI INSURER A:Liberty Insurance Underwriters 19917 INSURED Costrotta Construction INSURER B:Scottsdale lndemnityCom pany 15580 Management msuitm c:COMMERCE&INDUSTRY 250 Moonachie Rd ie Moonachie,NJ 07074 MURERD;Utica National.Assurance.Co . 375 INSURER E:Atterra America Ins Co. 24296 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. TYPE OF INSURANCE POLICY NUMBER MMWDIYYYY LIMITS EACH OCCURRENCE 00 A X COMMERCIAL GENERAL LIABILITY X X 000012638-01 07/24H2 0712411 $ f,tM0,03 PREMISES Meoccurrence S 50, 001 CLAIMS-MADE Fx�OCCUR MW ST(Anyone person) $ Excluded PERSONAL 8 ADV INJURY S 1,W%o GENERAL AGGREGATE $ 2,000,00 GEN1.AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000, POUCY X P 0 LOC mp Ben. $ f 000 0 ALrrOMOSILE LIABILITY M81 SINGLE LIMIT Ea actiden $ 1,000,00 D X ANY AUTO BAC"116794 09/01/12 09101113 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED PRO q AUTOS Per accident $ X I UMBRELLA LAB M OCCUR EACH OCCURRENCE $ 10,000, B -T ED I CLAIMS-MADE LI0004795 07/24/12 07/24/13 AGGREGATE $ 10,000,0 DED RETENTION i 001 wOR KER.S COMPENSATION S AND EMPLOYEW LIABILrrY X T TH- C ANY PROPRIETORIPARTNERADCCUTIVE YIN x r C9937015 09105E 2 09l05113 E.L.EACH ACCIDENT $ 1,000,0 OFFI RM�¢JMBER EXCLUDED? M I A ,d( cry In E.L-DISEASE-EA EMPLOY $ 1,000 00 If yes,despite and under , DESCRIP77ON OF OPERATIONS below E.L.DISEASE-POLICY UMIT $ 1,000, E quipment Floater AXAMM0048176 07 002112 07/0213 Leased 1,000,0 Equipment DESCRFnON OF OPERATIONS!LOCATIONS I VENCLS(Atbdr ACORD 101,Additional Remarks Schedule,Nmom space Is requlred) The Alpine Tower Con 1?any and Metro PCS are named Additional Insured in spent to general liability as required by written contract. Waiver of subrogation is included in favor of Metro PCS with respect to General ability and Workers Compensation as required by written contract. CERTIFICATE HOLDER CANCELLATION METRO11 SHOULD ANY OF THE ABOVE DEWR13ED POUCIES BE CANCELLED BEFORE Metro PCS THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 5 Skyline Drive ACCORDANCE WfTH THE POLICY PROVISION& Hawthorne,NY 10532 AUTNDRI2E) rrATTvE ®198"10 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD _ I Massachusetts-Department of Public Safety �! Board of Building Regulations and Standards Con.truction Supcni+or License:CS-069611 Sv SHAKE P MCGOWAN-- 12 POWDER IiILL'RD r BOLTON M 01740 ' J,•`•y,11�6[g�t�,'r Expiration Conunissioner 12/31/2013 Town of Barnstable 200 Main Street, Hyannis,Massachusetts 02601 • swiuvsrna[.e. mwsa Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma.us September 17, 2012 MetroPCS Massachusetts LLC c/o Mr. Gerry Squires Site Acquisition Consultant 101 Palisades Circle Stoughton, MA 02472 RE: Site Plan Review#019-12 - Metro PCS 1047 Falmouth Road, Hyannis, MA Map 250, Parcel 004 Proposal: Addition of one (1) 1-foot microwave dish antenna and one (1) 2-foot microwave dish antenna to an existing communications facility on a tower permitted by variance. Dear Mr. Squires: Please be advised that the above-referenced proposal has been found to be administratively approvable subject to the following: • Approval is based upon and must be substantially constructed in accordance with plans entitled "metroPCS HYNO016A Crown 875052 Hyannis, 1047 Falmouth Road, Hyannis, MA", 6 Sheets, dated August 17, 2012,prepared for metroPCS, Chelmsford, MA by Advanced Engineering of East Providence, RI. • Applicant must obtain and comply with all other applicable permits, licenses and approvals required. • Approval of a modification of an existing variance must be obtained from the Zoning Board of Appeals. • Upon completion of all work, a registered engineer or land surveyor shall submit 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 and any changes resulting from Zoning Board of Appeals decision. Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plans will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner ZBA File .Y; Town of Barnstable Regulatory Services t M Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA'0260I www.town.barnstable.ma:ns Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Using A Builder as Ownet of the subject property hereby authorize a u !/G J to act on nay beh4 in all matters relative to work authorized by this building permit (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and. accepted. A/ /Irv/- Signature of Owner Signatur o pplicant Print Name Print Name Date QFORM&O WNERPERIMSIONPOOLS Tr µ� zr w . . Your Partner in Communication Services 250 Moonachie Road,Suite 204 Moonachie,N107074 0:201228.6730 F:516223.5406 www.costrotta.com November 7, 2012 Barnstable Building Department, This letter is to verify that Shane McGowan, General Manager for the New England region is a full time employee of Costrotta Construction Management Inc. (CCM).Thank you and if you need any other information please let me know. Sincerely, Loretta Costalas Vice President CCM Site Acquisition•Site Maintenance•Microwave Solutions•Tower Upgrades•Network Services•Fiber&Cable installation•Project Management•Configured Solutions•In-building&UAS Systems•Construction Crown Castle , Tel 704405-8623 3530Toringdonway.,Ste.300 Fax 724-41MI53 Charlotte,NC 28277 www.crowncastle.com November 7, 2012 BE: Crown Castle Letter of Authorization(LOA) Crown Castle, does hereby authorize Metro PCS("Metro")and its authorized contractors/agents to act as "Applicant" in the processing of all applications, permits, research and other related activities associated with the processing, planning, design review, permitting, entitlement and construction of additional equipment, antennas and site improvements for the Crown Castle existing wireless communications facility described as follows: Customer Site HYNO016— Crown Castle Site 875052 . Name: Metro 875062 Hyannis ID Number: Site Address: 1047 Falmouth Rd. Crown Castle Site Associated Alarm System Hyannis,MA 02601 Name: This authorization is fully contingent upon Metro's authorized contractors/agents'compliance with the following conditions: 1. Crown Castle must review the application prior to submittal. Crown Castle must be provided all applications, narratives, drawings and attachments at least 72 hours in advance of their submittal to the locality. Use of email and electronic attachments is encouraged. A Crown Castle Zoning Subject Matter Expert (SME)will review and provide written comment to the customer within 48 hours of receipt of a complete set of application materials. If Crown Castle indicates that changes are required, submissions shall be altered in accordance with Crown Castle comments prior to submission to the locality. Verification of corrections should also be accomplished via emails and attachments. 2. In no event may Metro encourage, suggest, participate in, or permit the imposition of any restrictions or additional obligations whatsoever on the tower site or Crown Castle's current or future use or ability to license space at the tower site as part of or in exchange for obtaining any approval, permit, exception or variance. 3. A copy of the final permit and/or a written summary of the zoning/entitlement decision rendered by the locality and any/all conditions placed on that decision shall be communicated in detail to Crown Castle well within the appeal period provided by the locality(typically 10-15 days). 4, All conditions of approval pertinent to the construction of the proposed project must be included in the ` construction drawings for the project. The conditions of approval pertinent to the construction of the project shall be copied verbatim from the zoning permit approval language, and shall be present in the drawings prior to submission for building permits and contractor bidding. Crown Castle shall verify the inclusion of appropriate conditions of approval in the construction drawing redline process. 5, Crown Castle will provide a Notice To Proceed (NTP) to construction to the customer upon receipt of the final approved zoning permit and the approved Building Permit. 4 By Crown Castle- Signature,. Printed Name: Ashley Haake Title: Property Specialist Date: November 7,2012 I � q 3530 Toringdon Way C(C RA S"LE Suite 300 I Charlotte, NC 28277 I i April 21,2009 Reid Corporation 1047 Falmouth Road Hyannis,MA 02601 RE:Tower"ASSOCIATED ALARM SYSTEM-875052" To Whom It May Concern: As you know,Crown Castle is the owner and/or operator of the communications tower site referenced above. A core component of Crown Castle's business is the co-location of wireless telecommunications service providers to our existing tower assets. It is our strong belief that co-location benefits all parties involved,including Crown Castle,the service provider,the neighboring community,and you—our valued landowner. In some instances,Crown Castle's agreements with our landowners require us to obtain consent from the landowner prior to co-locating telecommunications providers. Over the past number of years,our customers.have placed increasing importance on"speed to market"or the length of time it takes to co-locate on one of our towers. More than any other factor, telecommunication providers have identified speed to market as their most crucial issue. Unnecessary delays and long wait times can,and have,caused customers to abandon projects and/or switch to other locations,costing Crown Castle and ultimately you in lost revenues. In an effort to reduce that wait time,Crown Castle has taken steps to identify the points in the process that create unnecessary delays. Obtaining consent is one of those points,and we'd like to enlist your help in eliminating this delay. We are asking that you sign where indicated below,hereby granting consent to Crown Castle for future co-locations, construction drawings,and/or modifications of equipment and any other consent requirements within Crown Castle's lease area. It remains Crown Castle's priority to communicate with you regarding the tower site and its activities. Additionally,you will still be entitled to any and all additional revenue owed under the lease for these co-locations and other projects. In fact, by granting cunsu.t now for these future projects,you will ba helping to sped up out'co-lucatlon Zorls,thereby allowing for us to pay you your additional rent sooner. If you agree to our request,please indicate so by signing on the line below. Please sign both copies,retain one copy and return the other to me in the self-addressed stamped envelope provided. If you have any questions regarding this request; please contact me using my contact information listed below. Sincerer ` of Kathy 80 ": o Project Coordinator Phone:704-405-6563 Email:Kathy.boczko@crowncastle.com APPROVED BY: DATE: Daytime telephone:_5-O$`/• 7�3=�5� � Email Address: /� 0 P-,5,6�"Cwe, Nam-`? r CW 'V Crown Castle Tel: 704 406.6600 WE 3530 Toringdon Way,Suite 300 ' Charlotte,NC 28277 www.crowncastle.com Friday May 8, 2009 Reld Corporation 1047 Falmouth Road Hyannis,MA 02601 RE: Consent to Sublease For Property at: 1047 Falmouth Crown BU#875052 Carrier: MetroPCS Dear Sirs; MetroPCS has requested permission to place antennas on the tower and equipment on the ground,within our leased area. Pursuant to Section la of the Rider to the PCS Agreement we are requesting said consent. Also, Sec I b states,that you are entitled to receive a 30%revenue share for this sublease. j This letter grants MetroPCS permission to apply for any permits required for this installation. Would you please countersign this letter below to acknowledge your consent and fax a copy to me at 724 416-6971 or email me at paul.hughey@crowncastle.com. Please also return one copy with your original signature in the enclosed self-addressed, stamped envelope. If you have any questions or comments, or if you need additional information, please do not hesitate to contact me at(704)405-6571. Sincerely, Paul Hughey Approved By: Date I The Commonwealth of Massachusetts Department of Public Safety d One Ashburton Place, Room 1301 Boston, Massachusetts 02108-1618 Phone (617) 727-3200 Fax (617) 727-5732 CONSTRUCTION CONTROL DOCUMENT Project Title: HYN0016A(Crown 875052 Hyannis) Date: Oct 31,2012 Project Location: 1047 Falmouth Road,Hyannis,MA Scope of Project: Installation of microwave antennas,and related appurtenances,on existing tower. In accordance with SECTION 107.6 of the Massachusetts State Building Code,780 CMR 8th edition, 1, Marc R. Chretien, Mass. Registration Number 40313 being a registered professional Engineer 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 8th Edition,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 Seal of regist professional: �� OF IKgs MARC cyGJ, o CHRETIEN —{ CIVIL v' N 0.40313 �ONAL '� i61p .2 Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal No.2012-050—MetroPCS Massachusetts, LLC Modification of Conditions of Variance No.2000-31,2004-44,2009-58 To allow additional equipment on an existing tower Summary: Granted with Conditions Petitioner. MetroPCS Massachusetts,LLC,as Lessee 285 Billerica Road,Chelmsford,MA Subject Property: 1047 Falmouth Road Assessor's Map/Parcel: 250/004 Property Owner.' RELD Corporation,501 D East Maylor Mill Dr,Salisbury MD Zoning: Residence D-1 District Hearing Date: September 26,2012 Recording Information: Deed:RELD Corporation:Book 1399 Page 183 Plan: Book 187 Page 51 (Lot 1) Original Variance(No.2000-31): Book 13077 Page 031 Background In Appeal No. 2012-050, MetroPCS Massachusetts petitioned to modify of the conditions of Variance No. 2000-31, as modified by Variance Nos. 2004-44 and 2009-58. They proposed to install two new microwave dish antennas to the tower. One antenna was 15 inches in diameter and 7 %inches deep. The other was 26 inches in diameter and 11 inches deep. The antennas were to be mounted at a height of 105 feet. Some minor accessory equipment (antenna mounts and cables)and improvements within the existing fenced-in area leased by MetroPCS were also proposed. The subject property is located on Route 28 east of Strawberry Hill Road in Hyannis. It is developed with a two-story office building, commonly referred to as the"Child's Building" and a 120 foot monopole communications tower. The tower is located within a fenced-in area behind the building, which also contains utility cabinets and other equipment accessory to the tower. The tower is owned by Crown Castle, LLC,who in turn leases space to several telecommunications providers. Procedural& Hearing Summary Appeal No. 2012-050 for a modification of the conditions of Variance No. 2000-31, as modified by Variance Nos. 200444 and 2009-58,was filed at the Town Clerk's Office and Zoning Board of Appeals Office on August 29, 2012. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened September 26, 2012 at which time the Board found to grant the variance modification subject to conditions. Board Members deciding this appeal were Board Chair Laura F. Shufelt, William H. Newton, Craig G. Larson, George T. Zevitas and Brian Florence. Gerry Squires of J-Lee Consulting represented MetroPCS before the Board. Mr. Squires reviewed the proposed dish antenna installation with the Board. He confirmed that a structural assessment has been conducted for the tower. Mr. Squires explained that the installation would be located Bk 26821 Pg 293 #64217 Town of Barnstable Zoning Board of Appeals—Decision and Notice Variance Modification No.2012-050-MetroPCS within MetroPCS'existing leased area on the tower and in the utility compound. He stated that this installation would be in addition to MetroPCS'other antennas currently on the tower. Mr. Squires explained that equipment was sometimes removed because companies merged or technology became obsolete, but in most cases they would be requesting to put new additional equipment on the tower. Public comment was requested and no one spoke in favor or in opposition to the request. Findings of Fact At the hearing of September 26, 2012, the Board made the following findings of fact for Appeal 2012-050, a request by MetroPCS Massachusetts, LLC to modify the conditions of Variance No. 2000-31, as modified by.Variance Nos. 2004-44 and 2009-58 to allow two new microwave dish antennas on an existing communications tower: 1. MetroPCS Massachusetts, LLC has applied to modify the conditions of Variance No. 2000-31, . as modified by Variance Nos. 2004-44 and 2009-58. The Applicant seeks to locate two additional microwave dish antennas on an existing monopole communications tower. 2. The subject property is located at 1047 Falmouth Road, Hyannis, MA as shown on Assessor's Map 250 as Parcel 004. It is in the Residence D-1 Zoning District. 3. The proposal by MetroPCS to locate two new microwave dish antennas on an existing monopple communications tower at 1047 Falmouth Road, Hyannis meets all of the requirements of Section 240-107 of the Zoning Ordinance. 4. The proposal does not represent a substantial detriment to the public good or the neighborhood affected and, based on an evaluation of the material submitted and the evidence presented,the proposal fulfills the spirit and intent of the zoning ordinance. The vote to accept the findings was: ` AYE: Laura F. Shufelt, William H. Newton; Craig G. Larson, George T. Zevitas, Brian Florence NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant a modification of the conditions of Variance No. 2000-31, as modified by Variance Nos. 2004-44 and 2009-58 subject to the following conditions: 1. This modification of the conditions of Variance Nos. 2000-031, 2004-044, and 2009-058 is granted to MetroPCS Massachusetts, LLC for the installation and operation of two new dish antennas on the existing tower at 1047 Falmouth Road(Route 28), Hyannis, MA, and accessory equipment as shown on the plans submitted and approved by the Site Plan Review Committee entitled"Metro PCS HYN00016A, Crown 875052 Hyannis 1047 Falmouth Road" consisting of 6 sheets as drawn and stamped by AEG Advanced Engineering Group, dated 8/17/12. 2.. Condition 8 of the variances are changed to read: There shall be.no more than nine(9) antennas from Sprint Spectrum, LLP, two (2)whip antennas,three(3)T-Mobile flush mounted antennas, three(3) MetroPCS flush mounted antennas, and two (2)MetroPCS dish antennas mounted to the tower. 3. The remainder of the conditions issued with Variance Nos. 2000-31, 2004-44, and 2009-58 shall remain in full force and effect. 4. All work shall be completed in accordance with the requirements of the Site Plan Review approval. 2 f Bk 26821 Pg 294 #64217 Town of Barnstable Zoning Board of Appeals—Decision and Notice Variance Modification No.2012-050-MetroPCS 5. This decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit for the installation. The vote was: AYE: Laura F. Shufelt,William H. Newton, Craig G. Larson, George T. Zevitas, Brian Florence NAY: None Ordered Appeal No. 2012-050 for a modification of the conditions of Variance No. 2000-31,as modified by Variance Nos. 2004-44.and 2009-58,to allow MetroPCS to install two new microwave dish antennas in a leased area on an existing telecommunications tower has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty (20)days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. cCc a� 7-46� —/a Laura F. Shufelt, Chair Date Signed 1, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decisi has bee ed in the office of the Town Clerk. Signed and sealed this day of Qz under the pains and penPltigs of perjury. . Linda Hutchenrider, Town Cl4r;'k � .�L' `Fy' Cl/, J rq Np i' ; .� •. • etie i 1 • • X' 3 Bk 26821 Pg 295 #64217 Town of Barnstable RAIMUM hKAML Assessing Division y t6y �'� 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-8624022 Jeffery A.RudAak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION September 5, 2012 RE: Adjacent Abutters List For Parcel(s) : 250-004 1047 Falmouth Road Hyannis, MA. 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. a .Board of Assessors Town of Barnstable Attachment Q:\—Assessor's New Data—BUTTER$CERMABVPTER LETTERs12012 BLANK LTMabutters- blank.DOC AbutterReport �. ( Bk 26821 Pg 296 #64217 Abutter List fo r.Ma & Zoning Board of Appeals (ZBA) A P Parcei(s): '250004' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 38 Close Map&Parcel Owners Owner2 Addressi Address 2 Moiling ilingteZip Country Deed tysta 249064 GIANNETTI, 718 STRAWBERRY CENTERVILLE, '148 9 6/2 6 5 RUDOLPH V JR HILL RD MA 02632 RYAN,JOSEPH A 8L RYAN FAMILY INVEST 28 BLUEBERRY HILL HYANNIS,MA 10763/184 249066 NATALIE TRS TRUST RD 02601 EAST 249067 HEGARTY,MICHAEL %JOSLIN,SUSAN E& 524 OLD FALMOUTH,MA 23114/269 J&MARIANNA HAYES,JOSEPH N . BARNSTABLE ROAD 02536 ROSSEGALE, 42 BLUEBERRY HILL HYANNIS,MA 249068 SAMILE,.DEMEIRA, &DEMEIRA,SILVIA F RD 02601 21137/171 MARCOS C 249069 JONES,DAVID T& 4 BLACKBERRY LN HYANNIS,2601 MA 4188/284 SHEILA M 249070 LINS,DANIELLE F& 56 BLUEBERRY HILL HYANNIS,MA 25594/230 FONSECA,THIAGO ROAD 02601 249071 MIRANDA,RUI A 64 BLUEBERRY HILL HYANNIS;MA 1507Z/293 RD 249072 DIXON,STEVEN W 76 BLUEBERRY HILL HYANNIS,MA 24181/201 &MEGAN F ROAD 02601 249073 DUNN,KELLY P& %WHrTE,LUKE M& 82 BLUEBERRY HILL HYANNIS,MA 18702/298 WHITE, LUKE M KELLY P ROAD 02601 249077 HARDY,TERESA A& 59 BLUEBERRY HILL HYANNIS,MA 21271/75 JOHN W RD 02601 249153 BEARD,ANDREW 7 69 BLUEBERRY HILL HYANN02601 IS,MA 23527/140 RD 250001 FOUNDERS COURT C/O MB 220 FORBES RD., BRAINTREE,MA 9366/118 COPP MANAGEMENT CO STE 205 02184 25000200A HOUSING 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP 25000200E HOUSING 460 W MAIN ST HYANND2601 IS,MA 18026/201 ASSISTANCE CORP 2500020DC HOUSING 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP Z5D00200D HOUSING 46D W MAIN Sl HYANNIS,MA 18026/201 ASSISTANCE CORP 02601 25004200E HOUSING 460 W MAIN ST HYANN02601 IS,MA 18026/201 ASSISTANCE CORP 25000ZOOF HOUSING 460 W MAIN ST HYANNIS,2601 MA 18026/201 ASSISTANCE CORP 25000200E HOUSING 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP 25000200H HOUSING 460 W MAIN ST HYANNIS, MA 18026/201 ASSISTANCE CORP 02601 25000200I HOUSING 460 W MAIN ST HYANNIS,2601 MA 18026/2D1 ASSISTANCE CORP 25000200J HOUSING 460 W MAIN ST HYANNIS,MA 18026/201 ASSISTANCE CORP 02601 25000200K HOUSING 460 W MAIN ST 02601 HYANNIS,MA 18026/201 ASSISTANCE CORP HOUSING HYANNIS, MA http://66.203.95.236/areims/appgeoapp/AbuttOrXeport.aspx?type=ZBA 8/30/2012 AbutterReport Bk 26821 P4 g 297 #64217 25000200L ASSISTANCE CORP 460 W MAIN ST 02601 18026/201 25000200M HOUSING 460 W MAIN ST HY601 IS,MA 18026/201 ASSISTANCE CORP 25000200N HOUSING 460 W MAIN ST HYANNIS, MA 1B026/201 ASSISTANCE CORP 02601 HYAN250003 BARCELOS,ALEX 2 BLACKBERRY LN 02601 S,MA 21599/277 02601 http://66.203.95.236/arcims/appgeoapp/A`buttei-Report.aspx?type=ZBA 8/3 0/20 12 I • AbutterReport Bk 26821 P4 g 298 #64217 e 250D04 RELD CORPORATION C/O AFFORDABLE 501D EAST NAYLOR SAUSBURY,MD 1399/183 BOOKKEEPING CORP MILL DRIVE 21804 BOTSFORD, HYANNIS,MA 250005 NORMAN L& 1069 FALMOUTH RD 02601 1368/380 JUDITH SANDWICH,MA 21298/92• 250006DOA FARDY,ALICE M 6 KENSINGTON DR 02563 25000600B LAFTSIDIS,JOHN 1087 FALMOUTH CENTERVILLE, 21814/278 ROAD MA 02632 2500D8 HAKALA,KENNETH 728 STRAWBERRY CENTERVILLE, 2893/242 A&FAITH S HL RD MA 02632 . 250023X01 MELE,STEVEN A %CENTERVILLE 1436 IYANNOUGH HYANNIS,MA 17960/329 GARDENS II,LLC ROAD D2601 EN %CENTERVILLE 1436IYANNOUGH HYANNIS,MA 17960/329 25D023X02 MELE,STEV A GARDENS II,LLC ROAD 02601 WEQUAQUET 1300 BELMONT ST-, BROCKTON,MA 250027XOI STRAWBERRY HILL C/O COFFMAN REALTY SUITE 302 02301 17960/323 LP WEQUAQUET 1300 BELMONT ST- BROCKTON,MA 250027XOZ STRAWBERRY HILL C/O COFFMAN REALTY SUITE 302 02301 17960/323 LP SCHOFIELD, CENTERVILLE, 250028 BENTLEY C& PO BOX 44 MA 02632 21602/215 DOROTHY G 250065 COREY,DONALD J 1 TINKER'S LEDGE DUXBURY, MA 19570/086 JR RD 02332 This fist by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 8/30f2012. http://66.203.9 5.236/arcims/appg Pp eoa /AbutterReport.aspx?type=ZBA 8/30/2012 r V-i r4 N W Town of Barnstable Geographic Information System August 30,2012 2302M 25o126R 2501oz 13 250108 250070 260018002 #10 �� #e8 501 •zoio9 9424 Cl 58 250018003 #75�. 260424 2601 #0340 �1� 29 Zg 28 5 250 #1• 250099001 #b9 # 046 250110 N 2301165 -#66 #65 260107 • #2e *440 0260012 �— 250132 Q W 2600 00468�097 b1 im #46 250127T00 250127fi00_%:;:-;.:;• #aI ofL f25018 J/ L#442� .#7 11i 230164 250021 #29 #28 --I V 250104 Ar ,250030 260031/ r28I000`8.00►2v #849 �s 500 41 7t41 250/08 #20 048 7 • i{ 1?' ' 201 w G �_�3 1 0 �9421 �BCV f 260012T0 38 250022H00: :;;;;:;-.` •:;:::`.:;: ::'::' CO #33 J'4 • #36 �#3105 �`25005e006 250095 N 250024 .030 2501 230191 # ' 250066 ` �` tt954 250034 #8 ::yii-i'' �r a #942 260010 :: ::;::'•�'.::�.... 250023X027:y'`•:".:`^:',�.':�'�i:;�<':•>::<:#1030 �' y .rw #12 260033 250029 v #970 _ *0 W t - �.';,�:. •'250028�:�.'is 8► - a 2sY028X ••Q 009 .r: ::Lt e� - - H 4 n 250o27X01 ' C1 •- #io90 - 250082 290139 1# 032 `is�. #833 ti0027X - 1 300. - P �tf - :2 1c.. `C It 260046 957 N•r - - u. :f i- a Y: �50002CV•`D f1 ..:2 h - t� 7t1 - b - 7 �. i 0 0 25 Ct�(D� - 260007 OOB 260009 #740 = ::�,:.._-•,25t)003�;:•%•. #1 12 :2500D9' Q Q 7`a '•90 0_ •249 ��� 229100D02 249083 249073;: a e. #76%' 249435 #4449 r 24906i'. :ir=$i; 250049 249074' :i"'41a1 a r #980 #718 : ir,:'i'C�;�r.:-� C•''..::'•' iiBClj,Eg 250D44 ' 249063001 JU�- #895 #0 249062 229121 #713 249065 �28 �: ::: 249077 249163'`' 249009 :.r 249 t #100D 249054CN D #708 #59.::::. :#69:.•': 2490 r #89 ' A #942 249061. :`-' .%:' _ 249076001 /��Ok V31A m JIM C078 ;105 229101 249084 ( 249127 3 • 249125 #990i c e 9 240DSSCN D 249060 it 692 Q #71 2A817 2a9124 #86 249094 I 1 5 #940 #696 �► 249082 �1 249079 � �#77i 10 B7 1 -#123 #744 � #6S #80 DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:250 Parcel:004 Zoning Board of Appeals(ZBA) Selected Parcel Q boundary determination or regulatory bderpreledon. Enlargements beyond a scale of Abutter List Type-Parties of interest are those directly opposite subject lot on V-101Y may not most established map accuracy standards.The parcel lines on this map w E era only graphic representations ofAssessofs tax parcels.They are not true property any public or private street or way and abutters to abutters. Notification of ell Abulterg� boundaries and do not represent accurate rele0onsh1pe to physlcal features on the map properties within 300 feet ring of the subject lot. such as building locations. Buffer r i L Bk 26821 Pg 300 #64217 r LEGAL R NOTICE TOWN OF BARNSTABLE ...;' ZONING BOARD OF APPEALS NOTICE OF PUBLIC HEARINGS UNDER THE ZONING ORDINANCE SEP" TEMBER 28;2012 . >To all:persons interested:in'oraBecled,by-the To actions of the,;' ning:.Board`of.Appeals,;'.you-0,'hereby notified;;:P 1t" to'Sediai of Ctraplei..40h.Wthe General'l.awss.yt` Commorrvveaflh.of Massachiseps;_and aY amendmeriL�'tliereto,'., 'that a`pubfio heamg on:the fWIoivfng.appeals�in1[_lielielA;on;: 'Wednesday,SepMmber 26,:20t2 at time e indii tad'' -7:05 PM:_,:Appeal No,2012-049...... Daniel and MIndl Ruggiem have.pehhoned for a Specal Permit pursuant.to:Secddn,240-91(H)(3):Demofition-end.ReDuldhrg;oir Non confoimind1i ts.' The Petitioners ate.proposing:to:iaze;an. .• ' .e:dsting d+aelfirig:on.a 7,5011 square toot lot aril'retiuiftl a drew�1 _�...,,,.,___._. .. .'2;106sgttdwe0ii!gincontormaneewi0ltheselbadciequiremenfs The:siibjech.pmPerty'fs.loeated at 93 Cmfit_Annue,Ayannis,:: 11 LEGAL NOTICE MA as shown on Assessoes Map'324 as Parcel 052::.ti is in the.; TOWN OF BAItNST%18LE Residerrca:BZdrwnpDWcLm 77 7ONINGBOARD;OEAPPEALS.: Ntetropes Massachuselts,:11C ;::. .;`.' ;NOTICE.OF PUBI IC HEARINGS:, :! =: UNDERTHEZONING;ORDINANCE','.` i';:'}: r MeboFCS':Massachusetts.'UZ has.applied'.to•mod-r7y co ibons df Valiance No.200031,eis inodified'by Variance Nos. ': SEPTEMB.ER 28;2012;'s- i 2004 44`and 20058 whcl►alowed:forthe mrishuehon of a 120' -�To all persons interested.In or adecied by the.aireons of the moiropole comrtoinications tower and assoclated'equipment_ .e.' Zon7� Boatd:oi Appeals,'you.`ale Hereby,notified pursuant; MPfi�t��ks to 16iate bud addfional,miuowave dish antennae' :'a::Secdon.:11'.of..Chapter.:40A.of the.General Lawsof.11)e Cbmmoiiweallh'of Massachusetts;:a�d;all amegdmenlsaiereto;- :dn:jtfe eidsting communicatioi%Power"-The.subjecY;p'mperty`.I u50c earn "on the'folkrwin s wiE be heltl on t`10datad.af:9047:Falmouth Road;=,H nnis::M4''—sh—,";ofi Asses3di s ht?li 2$O asParopl:000:'7t s iiithettesiderice::D ;Wednesday.'Septamb�r26:2012'atlfie;fimeirid!daleil:-.'° ::. =:7:U5 PM .:Appeal No.2012 7:10 PM�*pea Nu;2012-051 ';: ;:;:-'< :I „ �. . .. t..:: ,: aniel.apd Arrmdi.Ruggiero heve_petitioried,foi_a Spedaf Pei(ra't'� r NeboPCSIEassachiesetta;lLC..;::.. : .,; ;:...:;::._: = , =. Meti,PCS.Massectiusetts._11C ;has::pehtoned (O t inoddyr;'-' Pursuant ld.S.eidfoii'240sJ1(H)(3)DerDdiQon:ant)ftebirilding gn: Special.PeiinitNo..1973-47,as:'modMed by Speeial;Permit Nb.' .i Norwogfotining Lots,-;)lie Petitioners are proposing raze an.; 2004-111;The Special Permits were granted far ekparislan'of a a "existing'dwelfmg'un a 7 506,square toot tot%and:rebuid a new preeldsting noncordomrurg.use and:expansion of.a preexistm 2,10tisgttdq�el5ngin�onfgmiahEewith,(tieselbarlcicquiieinents.., 9 :lhe;suhJ ;piopedy:is located:a1;93,Clrcuit;Avenue:Hyamgs . nohconromKng:sLndare to,allow;a'telecanmuhisatioris:towar and asWdated.Aquipment. Ttie.Petitioner seeks.lo locate four t:MS.as:slrow...:on.4.e. orsrMap 324 as Parcef.052 ft is in the.z additional':micro waye`:dsti:antemias,:on:'the'`existln lattice'`I ReNidenceBZanbn�0isbict. 9:. :PM:.: ..communications`tower,.,,'-7hesubjed pidpeAy Is lbeated at 463 6latrot?t;§MassaeYwsetb,LLG- ::';:.':•::':.: '.:i;:`=?` ;.: Oak.Sheet°CenteniHle:and;WestBamstable,MA;-as stimvir;on, ;.,MeidP ,Massachusetts,LCC 68s•applied.to:lmoddy tire;; Assumes,Map 194 as Paroef 02CrX01.and Aarce1026 X02:: ::: ;.:coii{6tions of Varlsnce No.200031;as modlfled.by.Varfaiice-Nos:.. =..These.Public_fthngs 41 be-:6Id:at`Bie'Bairistabie lawn° ;{ `"2004 lind'2009.5B,i 1ch allowed forthe:ropsfiuui orl a 120•f H2k 3671016 Street;.Hyannis,MA;•Hearing;Roon'2^ Floor,..) .:�Mnopoleoommunicationsto;vi and: ass" tedeg6ipi ft. eid They ;•Wednesday;Seplember,26;2012:Plaes and:aPI afiOng may. :'ppPlicant:seeks totocafe'lwo additional:microwave dis(i antennas be:reviewed.at ttie Zonfig.f3oartl'of Appeals OMker.Gmwth_.:; :"-cn.tlfa'erasting;`boininuiixations:;tower.iTTie sutiJed propeAy: :^Management'I)eparfinent .Town:;Offices;.'•200?AM1atn:Street - . .. is1oiated:;af'1047.Fahmth:Road.Hyannis;:MA 0•shown on. .•Assessors;Mep'250 ae PaiW 004-'.lt'.fs;in'1he.Residbh6e,D-1 :,Laura F'Shutelt; .2o piiig'�tah(ct Zomng Board of Appeals :° --7:10 PM: AP eat No;2012-051 The,Bamstable.Pabiot P.'. Metrb CS Massachusetts;LLC : :., Septernber7'and September 14,2012 is ' Me .C.S.-Massa`bhisefts,_LLC=',*_.'-petitioned,to-modify.,) Specal';Peirriti No.=19Z347,as modified.b :S`edd-.6 mit Nb y 20041t1..:i1TheSjieaal'Pertnits iveie'gragled,fdre:ipansiori'o(a pideitistir>g:ridnc6ritoimTng use and:exPansiori:ota"precids5n9 ,;'np000irfomiiirg spircture to:a41*a;telecanmuniroons tower. z and'`associeted;equipirient.:.The,Pehtioniir'_..g 'td locate foul *Caddidimal:?miirowave_dish anterijras,::on.<ihe':'ezisUirg.„laibcey dommunirations tower...the 6 iect properly:is.localed.at,463. BARNSTABLE COUNTY 0ak.sheet'CenieivjgQ arid'UYest Bamstabte.MA;`as s�owii:oh REGISTRY OF DEEDS •As essors:Map;1$das:Parcel.026Xo1'and.Faice1;026X02;`. Z-., A TRUE COPY,ATTEST ;;7hes6'P!thBc'Fleariri s'VurT fie,held:ef'itie.Bamstab'Ie.T"n Ha11;367 ain Strgel:Hyann i Heannd.Rooirk+2t loot ; ..... WeAnesEay,Septeinbe.28,=20t2=:Plain and'appficatiorrsmey:- F.MEADE,REGISTER �be.reviewed-af.lhe:Zonjrig:'Board.of:Appeals;0ffiee: Growth::. JOHN _ � m'erti?Deparppen -Town:Oltrces':4,20 rEtain Streetyt �.iH.�"n • :is�. :?g; :'r�.,.i:.a<i> ..?'k"` :�Te"tua;FShufelt'Cha :�;:9'� ' �;;' . ';,;3=•:;iie-�%ZO@ 8oard'ofAppaals=_flP �, �'8 .w"'y _ ,�_ y::.�,;. -.r•-<�.•a•sue: .at.» � Bamsia6�e 2a8•' .."at�' n:,x:�' >::=_,.2� xSC—�. REGIST �6821 ,�3-2c?2 06 217 wit. XAS& .any 12 GC1 -g �'1 Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal No.2012-050—MetroPCS Massachusetts, LLC Modification of Conditions of Variance No.2000-31,2004-44,2009-58 To allow additional equipment on an existing tower Summary: Granted with Conditions Petitioner. MetroPCS Massachusetts,LLC,as Lessee 285 Billerica Road,Chelmsford,MA Subject Property: 1047 Falmouth Road Assessor's Map/Parcel: 250/004 Property Owner: RELD Corporation,501 D East Maylor Mill Dr,Salisbury MD Zoning: Residence D-1 District Hearing Date: September 26,2012 Recording Information: Deed:RELD Corporation:Book 1399 Page 183 Plan:Book 187 Page 51 (Lot 1) Original Variance(No.2000-31): Book 13077 Page 031 Background In Appeal No. 2012-050, MetroPCS Massachusetts petitioned to modify of the conditions of Variance No.2000-31, as modified by Variance Nos..2004-44 and 2009-58. They proposed to install two new microwave dish antennas to the tower. One antenna was 15 inches in diameter and 7 %inches deep. The other was 26 inches in diameter and 11 inches deep. The antennas were to be mounted at a height of 105 feet. Some minor accessory equipment(antenna mounts and cables)and improvements within the existing fenced-in area leased by MetroPCS were also proposed. The subject property is located on Route 28 east of Strawberry Hill Road in Hyannis. It is developed with a two-story office building, commonly referred to as the"Child's Building" and a 120 foot monopole communications tower. The tower is located within a fenced-in area behind the building, which also contains utility cabinets and other equipment accessory to the tower. The tower is owned by Crown Castle, LLC,who in turn leases space to several telecommunications providers. Procedural & Hearing Summary Appeal No. 2012-050 for a modification of the conditions of Variance No. 2000-31, as modified by Variance Nos. 2004-44 and 2009-58, was filed at the Town Clerk's Office and Zoning Board of Appeals Office on August 29, 2012. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened September 26, 2012 at which time the Board found to grant the variance modification subject to conditions. Board Members deciding this appeal were Board Chair Laura F. Shufelt, William H. Newton, Craig G. Larson, George T. Zevitas and Brian Florence. Gerry Squires of J-Lee Consulting represented MetroPCS before the Board. Mr. Squires reviewed the proposed dish antenna installation with the Board. He confirmed that a structural assessment has been conducted for the tower. Mr. Squires explained that the installation would be located Salutl Date: September 10,2012 OHS a as W e.e a- to A Marianne Dunst AW Solutions Inc Crown Castle 300 Crown Oak Centre Drive 3530 Toringdon Way Longwood, FL 32750 Charlotte, NC 28277 (407)260-0231 Subject: Structural Analysis Report Carrier Designation: Metro PCS Co-Locate Carrier Site Name: Metro 875052 Hyannis Crown Castle Designation: Crown Castle BU Number: 875052 Crown Castle Site Name: ASSOCIATED ALARM SYSTEM Crown Castle JDE Job Number: 200327 Crown Castle Work Order Number: 521053 Crown Castle Application Number: 157119 Rev. 2 Engineering Firm Designation: AW Solutions Inc Project Number: 875052 Site Data: 1047 Falmouth Rd, Hyannis, Barnstable County, MA Latitude 41°39'32.184", Longitude -70° 19'32.808" 118 Foot.-Monopole Tower .Dear Marianne Dunst," AW Solutions Inc is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural `Statement of Work' and the terms of Crown Castle Purchase Order Number 484069, in accordance with application 157119, revision 2. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Existing + Reserved + Proposed Equipment Sufficient Capacity Note:See Table I and Table II for the proposed and existing/reserved loading,respectively. The analysis has been performed in accordance with the TIA-222-G standard and Local Building Code based upon a wind speed of 115 mph 3-second gust, exposure category C. All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at AW Solutions Inc appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: Robert Kitsteiner, E.I. Respectfully submit A Ve � E O ! ° I Emmanuel Po I )236 VP of Enginee ,¢ �FQ TEaEk si SAE /11/12 tnxTower Report-versio . . . September 10, 2012 118 Ft'Monopole Tower Structural Analysis CC/BU No 875052 Project Number 875052,Application 157119, Revision 2 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2- Existing and Reserved Antenna and.Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Table 6—Tower Components vs. Capacity 4.1) Recommendations 5 APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 6.0.4.0 September 10, 2012 116 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 87505Z Application 157119, Revision 2 Page 3 1) INTRODUCTION This tower is a 118 ft Monopole tower designed by SUMMIT in October of 2007. The tower was originally designed for a wind speed of 105 mph per TIA/EIA-222-F. 2)ANALYSIS CRITERIA. The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 115 mph with no ice,40 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure category C. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft' ; 1 ericsson ' ANT2 0.3 23 HP JR) i 1 ericsson j ANT2 0.6 23 HP JR) } I 105.0 105.0 2 3/8 1 2 ericsson MINI-LINK PT 2010 1 tower mounts Pipe Mount[NA 504-1] Notes: 1) Proposed Equipment Table 2 -Existing and Reserved Antenna and Cable Information Center Number Number Feed Mounting Line Antenna Level (ft) Elevation °f Manufacturer Antenna Model of Feed Line Note (ft) Antennas Lines Size (in) 1600 4x40 RRH 34MHz 3 alcatel lucent IBW I I I i I 3 alcatel lucent 1900MHz RRH (65MHz) - - I 800 EXTERNAL NOTCH ` 2 3 alcatel lucent FILTER j 3 alcatel lucent f 80OMHZ RRH ( 4 comsat rsi !PCSA065-16-00 w/Mount 1 119.0 I — Pipe 6 1-5/8 3 118.0 2 csa wireless PCSA090-16-0 w/Mount Pipe I 1 �_ kob-tv PAN TILT HEAD 2 _1/2 �1 12 rfs celwave_ 1 ACU-A20-N �- F 3 rfs celwave APXVN18-C-A20 w/ Mount Pipe 3 1-1/4 2 APXVSPP18-C w/Mount j i 3 rfs celwave ( Pie 118.0 1 tower mounts Platform Mount[LP 714-1] - - i 1 T — 3 j kathrein 1800 10504 w/Mount Pipe ' 110.0 1 6 7/8 1 108.0 j 3 I kathrein 86010118 1 3/8 T I! I 108.0 1 tower mounts Pipe Mount[PM 601-3] tnxTower Report-version 6.0.4.0 September 10, 2012 11$Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 87505Z Application 157119, Revision 2 Page 4 Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) I j 102.0 1 rfs celwave PD10183-1 161.0 t 1 1 cushcraft I CRS-3-50 Side Arm Mount[SO 701-� 2 7/8 1 95.0 1 tower mounts 1 ] 95.0 1 tower mounts T-Arm Mount [TA 702-11 j _ i 1 1 7/8 4 j 3 ericsson KRY 112 71 APX16DWV-16DWV-S-E- j 88 0 88 0 3 rfs celwave A20 w/Mount Pipe 12 7/8 1 3 rfs celwave ATMAA1412D-1A20 j 1 i 5/16 I i 1 tower mounts Pipe Mount[PM 501-3] 74.0 1 lucent KS24019-L112A 73.0 �— .Side Arm Mount[SO 701- 1 1/2 1 73.0 1 tower mounts 1] i Notes: 1) Existing Equipment 2) Reserved Equipment 3) . Equipment To Be Removed 4) Abandoned Equipment Table 3 -Design Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) ' (ft) 118 j 1-18 ( 12 j dapa I 48000 102.5 102.5. 2 t generic j 15'Whip 88 88 . 12 dapa 48000 � - 76 76 1 generic GPS Antenna 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS j CHA I 1430651 CCISITES_I 4-TOWER FOUNDATION SUMMIT/PJF 2145142 CCISITES DRAWINGS/DESIGN/SPECS I _ r 4-TOWER MANUFACTURER j SUMMIT/PJF 2145145 CCISITES DRAWINGS 4-TOWER STRUCTURAL — CCI 2977677 CCISITES i ANALYSIS REPORTS tnxTower Report-version 6.0.4.0 September 10, 2012 11 a Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 875052,Application 157119, Revision 2 Page 5 3.1) Analysis Method tnxTower(version 6.0.4.0), a commercially available analysis software package,was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas,transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error.'AW Solutions Inc should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Section Component Critical SF*P—allow % No. Elevation(ft) Type Size Element P (K) Capacity Pass/Fail l ' L1 ` 118-77.25 I Pole l TP28.318x22x0.188 I 1 I -5.54 j 1012.10 I 83.6 J Pass _ r L2 77.25-40.75 Pole TP33.602x27.3994x0.25 2 i -10.33 1778.93 97 2 Pass L3 40.75-0 Pole TP39.42x32.443x0.313 3 -19.10 2706.37 101.4 I Pass - I Summary i Pole(1_3) 101.4 T Pass I; Rating= 101.4 T Pass Table 6 -Tower Component Stresses vs. Capacity—LC7 Notes Component Elevation (ft) % Capacity Pass/Fail 1 ; Anchor Rods . I 0 j 75.5 1 Pass j 1 Base Plate 0 83.4 Pass 1 I Base Foundation 0 76.3 1 Pass Structure Rating (max from all components) = 101.4% -- Notes: -- -- - ---- --_. 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 2) Capacities up to 105%are considered acceptable based on analysis methods used. r 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the existing, reserved, and proposed loads. No modifications are required at this time. tnxTower Report-version 6.0.4.0. I September 10, 2012 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 875052,Application 157119, Revision 2 Page 6 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 6.0.4.0 DESIGNED APPURTENANCE LOADING 118.Ofl i �(:": TYPE ELEVATION TYPE ELEVATION t PAN TILT HEAD 118 800 10504 w/Mount Pipe 108 1k' P APXVSPPIB-C w/Mount Pipe 118 860 10118 108 II ,II APXVSPP18-C w/Mount Pipe 118 860 10118 108 APXVSPP18-C w/Mount Pipe 118 860 10118 108 II II (4)ACU-A20-N 118 Pipe Mount[PM 601-31 108 (4)ACU-A20-N 118 MINI-LINK PT 2010 105 - (4)ACU-A20-N 118 MINI-LINK PT 2010 105 118 Pi eMount NA 504-1 105 _ n�� ., 80OMHZ RRH p I 1 I]✓ 80OMHZ RRH 1118 ANT2 0.3 23 HP(TR) 105 III 80OMHZ RRH 118 ANT2 0.6 23 HP(TR) 105 800 EXTERNAL NOTCH FILTER 118 ID10183-1 95 0 0 - 701-1 95 'de Arm Mount SO 0 800 EXTERNAL NOTCH FILTER 118 Si [ ] m NOTCH FILTER 118 T-Amt Mount A 702-1 95 - o �i 800 EXTERNAL NO C Cr 1 ci N m N N II. II 190OMHz RRH(65MHz) 118 CRS-3 50 95 190OMHz RRH(65MHz) 1118 APXI6DWV-16DWV-S-E-A20 wl 88 190OMHz RRH(65MHz) 118 Mount Pipe II II APXVNI8-C-A20w/Mount Pipe 1118 APX160WV-16DWVS-E-A20w/ 88 APXVNI8-C-A20 w/Mount Pipe 118 Mount Pipe APXVNI8-C-A20 w/Mount Pipe 118 Pipe Mount[PM 501-31 88 1600 4x40 RRH 34MHz IBW 118 APX16DWV-16DWV-S-E-A20 wl 88 Mount Pipe II 'II 1600 4x40 RRH 34MHz IBW 118 ATMAA1412D-1A20 88 16004x40 RRH 34MHz IBW 118 ATMAA1412D-tA20 88 o Platform Mount[LP 714-1] 118 ATMAA1412D-1A20 88 0 77.3 ft Lightning Rod 1"x10' 118 KRY 112 71 88 - Flash Beacon Lighting 118 KRY 112 71 68 6'x2 1/2"Pipe mount - 1 118 KRY 112 71 88 6'x2 1/2"Pipe mount 118 Side Arm Mount[SO 701-1] 73 6'x2 112"Pipe mount 118 KS24019-Mount 73 80010504 w/Mount Pipe 1 108 800 10504 wl Mount Pipe 1108 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu o N - A607-60 160 ksi 175 ksi A607-65 65 ksi 80 ksi N m m TOWER DESIGN NOTES 1. Tower is located in Barnstable County,Massachusetts. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 115 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 40 mph basic wind with 0.75 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. 7. Topographic Category 1 with Crest Height of 0.00 ft 40.8ft B. TOWER RATING:101.4% m II ALL REACTIONS ARE FACTORED III AXIAL ci I 34 K o m a M SHEAR MOMENT �I I 3 K 302 kip-ft II II TORQUE 0 kip-ft 40 mph WIND-0.7500 in ICE I AXIAL 19 K SHEA MOMENT 25 K 2190 kip-ft 0.0 ft o TORQUE 2 kip-ft t REACTIONS-115 mph WIND J 5 L L Y m O I 5 N L S c E u u a m .2 - nm°LIE- c� 3 AW Solutions Inc ob:BU 875052 300 Crown Oak Centre Drive Project WO 521053 Longwood, FL 32750 client Crown Castle Drawn by:Robert.Kitsteiner App'd: Phone:(407)260-0231 Code:TIA-222-G Date:09/10/12 scale: n FAX: 407 260-0749 Path: Dwg No. September 10, 2012 118.Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 87505Z Application 157119, Revision 2 Page 7 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: 2) Tower is located in Barnstable County, Massachusetts. 3) Basic wind speed of 115 mph. 4) Structure Class II. 5) Exposure Category C. 6) Topographic Category 1. 7) Crest Height 0.00 ft. 8) Nominal ice thickness of 0.7500 in. 9) Ice thickness is considered to increase with height. 10) Ice density of 56 pcf. 11) A wind speed of 40 mph is used in combination with ice. 12) Temperature drop of 50 *F. 13) Deflections calculated using a wind speed of 60 mph. 14) A non-linear(P-delta)analysis was used. 15) Pressures are calculated at each section. 16) Stress ratio used in pole design is 1. 17) Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals 4 Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification 4 Use Clear Spans For Wind Area Ignore Redundant Members in FEA 4 Use Code Stress Ratios Use Clear Spans For KL/r SR Leg Bolts Resist Compression 4 Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice 4 Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz 4 Use Azimuth Dish Coefficients 4 Consider Feedline Torque Use Special Wind Profile 4 Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends 4 Include Shear-Torsion Interaction Secondary Horizontal Braces Leg 4 Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets s Add IBC.6D+W Combination Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 118.00-77.25 40.75 3.50 18 22.0000 28.3180 0.1880 0.7520 A607-60 (60 ksi) L2 77.25-40.75 40.00 4.25 18 27.3993 33.6020 0.2500 1.0000 A607-65 (65 ksi) L3 40.75-0.00 45.00 18 32.4430 39.4200 0.3130 1.2520 A607-65 (65 ksi) tnxTower Report-version 6.0.4.0 September 10, 2012 118.Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 875052,Application 157119, Revision 2 Page 8 Tapered Pole Properties Section Tip Dia. Area. ! r C VC J It/Q w w/t in in2 in4 in in in3 0 in2 in L1 22.3394 13.0155 782.3277 7.7433 11.1760 70.0007 1565.6847 6.5090 3.5411 18.836 28.7549 16.7855 1678.0752 9.9862 14.3855 116.6501 3358.3584 8.3943 4.6531 24.75 L2 28.3731 21.5430 2006.1467 9.6380 13.9189 144.1314 4014.9332 10.7736 4.3823 17.529 34.1204 26.4648 3719.2042 11.8400 17.0698 217.8819 7443.3023 13.2349 5.4740 21.896 L3 33.6126 31.9199 4163.1263 11.4061 16.4810 252.6011 8331.7306 15.9630 5.1591 16.483 40.0281 38.8513 7506.7545 13.8830 20.0254 374.8624 15023.386 19.4294 6.3870 20.406 6 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mu/t. Double Angle Double Angle Elevation Area Thickness. A, Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ft ft2 in in in L1 118.00- 1 1 1 77.25 L2 77.25- 1 1 1 40.75 L3 40.75-0.00 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft ft2/ft. plf LDF4-50A(1/2") C No Inside Pole 118.00-0.00 2 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 1"Ice 0.00 0.15 H13114-1-08U4-M5F(1 C No Inside Pole 118.00-0.00 3 No Ice 0.00 1.30 1/4") 1/2"Ice 0.00 1.30 1"Ice 0.00 1.30 FSJ2-50(3/8") C No Inside Pole 108.00-0.00 1 No Ice 0.00 0.08 1/2"Ice 0.00 0.08 1"Ice 0.00 0.08 FXL 780 PE(7/8) C No Inside Pole 108.00-0.00 6 No Ice 0.00 0.25 1/2"Ice 0.00 0.25 1"Ice 0.00 0.25 NTM 203 98(3/8) C No Inside Pole 105.00-0.00 2 No Ice 0.00 0.08 1/2"Ice 0.00 0.08 1"Ice 0.00 0.08 LDF5-50A(7/8") C No Inside Pole 95.00-0.00 1 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 LDF5-50A(7/8") C No Inside Pole 95.00-0.00 2 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 AL5-50(7/8) C No Inside Pole 88.00-0.00 12 No Ice 0.00 0.26 1/2"Ice 0.00 0.26 1"Ice 0.00 0.26 860-10025(5/16) C No Inside Pole 88.00-0.00 1 No Ice 0.00 0.00 1/2"Ice 0.00 0.00 1"Ice 0.00 0.00 LDF4-50A(1/2") C No Inside Pole 73.00-0.00 1 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 1"Ice 0.00 0.15 tnxTower Report-version 6.0.4.0 September 10, 2012 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 875052,Application 157119, Revision 2 Page 9 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA . CAAA Weight Sectio Elevation In Face Out Face n IIt ft2 It, ft2 It, K L1 118.00-77.25 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.28 L2 77.25-40.75 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.37 L3 40.75-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.42 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft2 ft2 ft2 ft2 K L1 118.00-77.25 A 1.671 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0:28 L2 77.25-40:75 A 1.589 0.000 0.000. 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.37 L3 40.75-0.00 A 1.430 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.42 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 fe K It ° It KS24019-L112A C From Leg 4.00 0.0000 73.00 No Ice 0.16 0.16 0.01 0.00 1/2" 0.22 0.22 0.01 1.00 Ice 0.30 0.30 0.01 1"Ice APX16DWV-16DWV-S-E- A From Leg 4.00 0.0000 88.00 No Ice 7.47 3.49 0.06 A20 w/Mount Pipe 0.00 1/2" 7.99 4.26 0.11 0.00 Ice 8.52 4.96 0.16 1"Ice APX16DWV-16DWV-S-E- B From Leg 4.00 0.0000 88.00 No Ice 7.47 3.49 0.06 A20 w/Mount Pipe 0.00 1/2" 7.99 4.26 0.11 0.00 Ice 8.52 4.96 0.16 1"Ice APX16DWV-16DWV-S-E- C From Leg 4.00 0.0000 88.00 No Ice 7.47 3.49 0.06 A20 w/Mount Pipe 0.00 1/2" 7.99 4.26 0.11 0.00 Ice 8.52 4.96 0.16 1"Ice ATMAA1412D-1A20 A From Leg 4.00 0.0000 88.00 No Ice 1.17 0.47 0.01 0.00 1/2" 1.31 0.57 0.02 0.00 Ice 1.47 0.69 0.03 1"Ice ATMAA1412D-lA20 B From Leg 4.00 0.0000 88.00 No Ice 1.17 0.47 0.01 0.00 . 1/2" 1.31 0.57 0.02 0.00 Ice 1.47 0.69 0.03 1"Ice tnxTower Report-version 6.0.4.0 September 10, 2012 118 Ft Monopole Tower Structural Analysis CCI BU No 875052 Project Number 87505Z Application 157119, Revision 2 Page 10 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front. Side Leg Lateral t Vert ft ft ft2 ft, K ft ° ft ATMAA1412D-1A20 C From Leg 4.00 0.0000 88.00 No Ice 1.17 0.47 0.01 0.00 1/2" 1.31 0.57 0.02 0.00 Ice 1.47 0.69 0.03 1"Ice KRY 112 71 A From Leg 4.00 0.0000 88.00 No Ice 0.68 0.45 0.01 0.00 1/2" 0.80 0.56 0.02 0.00 Ice 0.93 0.68 0.03 1"Ice KRY 112 71 B From Leg 4.00 0.0000 88.00 No Ice 0.68 0.45 0.01 0.00 1/2", 0.80 0.56 0.02 0.00 Ice 0.93 0.68 0.03 1"Ice KRY 112 71 C From Leg 4.00 0.0000 88.00 No Ice 0.68 0.45 0.01 0.00 1/2" 0.80 0.56 0.02 0.00 Ice 0.93 0.68 0.03 1"Ice CRS-3-50 A From Leg 4.00 0.0000 95.00 No Ice 1.75 1.75 0.00 0.00 1/2" 3.17 3.17 0.02 6.00 Ice 4.60 4.60 0.04 1"Ice PD10183-1 A From Leg 4.00 0.0000 95.00 No Ice 3.92 3.92 0.04 0.00 1/2" 5.35 5.35 0.07 7.00 Ice 6.80 6.80 0.11 1"Ice MINI-LINK PT 2010 A From Leg 4.00 44.0000 105.00 No Ice 1.25 0.57 0.01 0.00 1/2" 1.41 0.68 0.02 0.00 Ice 1.57 0.81 0.03 1"Ice MINI-LINK PT 2010 B From Leg 4.00 71.0000 105.00 No Ice 1.25 0.57 0.01 0.00 1/2" 1.41 0.68 0.02 0.00 Ice 1.57 0.81 0.03 1"Ice 800 10504 w/Mount Pipe A From Leg 4.00 0.0000 108.00 No Ice 3.59 3.18 0.04 0.00 1/2" 4.01 3.91 0.07 2.00 Ice 4.42 4.58 0.11 1"Ice 800 10504 w/Mount Pipe B From Leg 4.00 0.0000 108.00 No Ice 3.59 3.18 0.04 0.00 1/2" 4.01 3.91 0.07 2.00 Ice 4.42 4.58 0.11 1"Ice 800.10504 w/Mount Pipe C From Leg 4.00 0.0000 108.00 No Ice 3.59 3.18 0.04 0.00 1/2" 4.01 3.91 0.07 2.00 Ice 4.42 4.58 0.11 1"Ice 860 10118 A From Leg 4.00 0.0000 108.00 No Ice 0.17 0.14 0.00 0.00 1/2" 0.24 0.21 0.00 2.00 Ice 0.32 0.28 0.01 1"Ice 860 10118 B From Leg 4.00 0.0000 108.00 No Ice 0.17 0.14 0.00 0.00 1/2" 0.24 0.21 0.00 2.00 Ice 0.32 0.28 0.01 1"Ice 860 10118 C From Leg 4.00 0.0000 108.00 No Ice 0.17 0.14 0.00 0.00 1/2" 0.24 0.21 0.00 2.00 Ice 0.32 0.28 0.01 1"Ice PAN TILT HEAD A From Leg 4.00 0.0000 118.00 No Ice 0.96 0.96 0.02. 0.00 1/2" 1.10 1.10 0.03 1.00 Ice 1.24 1.24 0.05 tnxTower Report-version 6.0.4.0 f September 10, 2012 . 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 875052,Application 157119, Revision 2 Page 11 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ftZ K ft o ft 1"Ice APXVSPP18-C wl Mount A From Leg 4.00 0.0000 118.00 No Ice 8.50 6.95 0.08 Pipe 0.00 1/2" 9.15 8.13 0.15 1.00 Ice 9.77 9.02 0.22 1"Ice APXVSPP18-C w/Mount B From Leg 4.00 0.0000 118.00 No Ice 8.50 6.95 0.08 Pipe 0.00 1/2" 9.15 8.13 0.15 1.00 Ice 9.77 9.02 0.22 1"Ice APXVSPP18-C w/Mount C From Leg 4.00 0.0000 118.00 No Ice 8.50 6.95 0.08 Pipe 0.00 1/2" 9.15 8.13 0:15 1.00 Ice 9.77 9.02 0.22 1"Ice (4)ACU-A20-N A From Leg 4.00 0.0000 118.00 No Ice 0.08 0.14 0.00 0.00 1/2" 0.12 0.19 0.00 1.00 Ice 0.17 0.25 0.00 1"Ice (4)ACU-A20-N B From Leg 4.00 0.0000 118.00 No Ice 0.08 0.14 0.00 0.00 1/2" 0.12 0.19 0.00 1.00 Ice 0.17 0.25 0.00 1"Ice (4)ACU-A20-N C From Leg 4.00 0.0000 118.00 No Ice 0.08 0.14 0.00 0.00 1/2" 0.12 0.19 0.00 1.00 Ice 0.17 0.25 0.00 1"Ice 800MHZ RRH A From Leg 4.00 0.0000 118.00 No Ice 2.49 2.07 0.05 0.00 1/2" 2.71 2.27 0.07 1.00 The 2.93 2.48 0.10 1"Ice 80OMHZ RRH B From Leg 4.00 0.0000 118.00 No Ice 2.49 2.07 0.05 0.00 1/2" 2.71 2.27 0.07 1.00 Ice 2.93 2.48 0.10 1"Ice 80OMHZ RRH C From Leg 4.00 0.0000 118.00 No Ice 2.49 2.07 0.05 0.00 1/2" 2.71 2.27 0.07 1.00 Ice 2.93 2.48 0.10 1"Ice 800 EXTERNAL NOTCH A From Leg 4.00 0.0000 118.00 No Ice 0.77 0.37 0.01 FILTER 0.00 1/2" 0.89 0.46 0.02 1.00 Ice 1.02 0.56 0.02 1 Ice 800 EXTERNAL NOTCH B From Leg 4.00 0.0000 118.00 No Ice 0.77 0.37 0.01 FILTER 0.00 1/2" 0.89 0.46 0.02 1.00 Ice 1.02 0.56 0.02 1"Ice 800 EXTERNAL NOTCH C From Leg 4.00 0.0000 118.00 No Ice 0.77 0.37 0.01 . FILTER 0.00 1/2" 0.89 0.46 0.02 1.00 Ice 1.02 0.56 0.02 1"Ice 1900MHz RRH(65MHz) A From Leg 4.00 0.0000 118.00 No Ice 2.70 2.77 0.06 0.00 1/2" 2.94 3.01 0.08 1.00 Ice 3.18 3.26 0.11 1"Ice 1900MHz RRH(65MHz) B From Leg 4.00 0.0000 118.00 No Ice 2.70 2.77 0.06 0.00 1/2" 2.94 3.01 0.08 1.00 Ice 3.18 3.26 0.11 1"Ice 1900MHz RRH(65MHz) C From Leg 4.00 0.0000 118.00 No Ice 2.70 2.77 0.06 0.00 1/2" 2.94 3.01 0:08 1.00 Ice 3.18 3.26 0.11 1"Ice APXVN18-C-A20 wf Mount A From Leg 4.00 0.0000 118.00 No Ice 6.10 6.95 0.05 Pipe 0.00 1/2" 6.67 8.13 0.11 tnxTower Report-version 6.0.4.0 September 10, 2012 118 Ft Monopole Tower Structural Analysis CC18U No 875052 Project Number 875052,Application 157119, Revision 2 Page 12 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft, ftz K ft o ft 1.00 Ice 7.19 9.02 0.17 1"Ice APXVN18-C-A20 w/Mount B From Leg 4.00 0.0000 118.00 No Ice 6.10 6.95 0.05 Pipe 0.00 1/2" 6.67 8.13 0.11 1.00 Ice 7.19 9.02 0.17 1"Ice APXVN18-C-A20 w/Mount C From Leg 4.00 0.0000 118.00 No Ice 6.10 6.95 0.05 Pipe 0.00 1/2" 6.67 8.13 0.11 1.00 Ice 7.19 9.02 0.17 1"Ice 1600 4x40 RRH 34MHz A From Leg 4.00 0.0000 118.00 No Ice 2.69 2.79 0.06 IBW 0.00 1/2" 2.93 3.03 0.08 •1.00 Ice 3.18 3.28 0.11 1"Ice 1600 4x40 RRH 34MHz B From Leg 4.00 0.0000 118.00 No Ice 2.69 2.79 0.06 IBW 0.00 1/2" 2.93 3.03 0.08 1.00 Ice 3.18 3.28 0.11 1"Ice 1600 4x40 RRH 34MHz C From Leg 4.00 0.0000 118.00 No Ice 2.69 2.79 0.06 IBW 0.00 1/2" 2.93 3.03 0.08 1.00 Ice 3.18 3.28 0.11 1"Ice Platform Mount[LP 714-1] C None 0.0000 118.00 No Ice 37.47 37.47 1.60 1/2" 44.23 44.23 2.04 Ice 50.99 50.99 2.48 1"Ice Pipe Mount[PM 601-3] C None 0.0000 108.00 No Ice 4.39 4.39 0.20 1/2" 5.48 5.48 0.24 Ice 6.57 6.57 0.28 1"Ice Pipe Mount[NA 504-1] B None 0.0000 105.00 No Ice 7.00 7.00 0.30 1/2" 8.80 8.80 0.33 Ice 10.60 10.60 0.35 1"Ice Side Arm Mount[SO 701- A None 0.0000 95.00 No Ice 0.85 1.67 0.07 1] 1/2" 1.14 2.34 0.08 Ice 1.43 3.01 0.09 1"Ice T-Arm Mount[TA 702-1] B None 0.0000 95.00 No Ice 2.78 2.23 0.11 1/2" 3.39 2.43 0.14 Ice 4.00 2.63 0.17 1"Ice Pipe Mount[PM 501-3] C None 0.0000 88.00 No Ice 5.78 5.78 0.16 1/2" 7.37 7.37 0.18 Ice 8.96 8.96 0.20 1"Ice Side Arm Mount[SO 701- A None 0.0000 73.00 No Ice 0.85 1.67 0.07 1] 1/2" 1.14 2.34 0.08 Ice 1.43 3.01 0.09 1"Ice Lightning Rod 1"x10' C From Leg 0.00 0.0000 118.00 No Ice 1.00 1.00 0.04 0.00 1/2" 2.02 2.02 0.05 4.00 Ice 3.05 3.05 0.06 1"Ice Flash Beacon Lighting C From Leg 5.00 0.0000 118.00 No Ice 2.70 2.70 0.05 0.00 1/2" 3.10 3.10 0.07 2.00 Ice 3.50 3.50 0.09 1"Ice 6'x2 1/2"Pipe mount A From Leg 4.00 0.0000 118.00 No Ice 1.73 1.73 0.04 0.00 1/2" 2.09 2.09 0.05 1.00 Ice 2.46 2.46 0.07 tnxTower Report-version 6.0.4.0 September 10, 2012 118 Ft Monopole Tower Structural Analysis. CC/BU No 875052 Project Number 875052,Application 157119, Revision 2 Page 13 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side' Leg Lateral t Vert ft ft ftz ftl K ft ° ft 1"Ice 6'x2 1/2"Pipe mount B From Leg 4.00 0.0000 118.00 No Ice 1.73 1.73 0.04 0.00 1/2" 2.09 2.09 0.05 1.00 Ice 2.46 2.46 0.07 1"Ice 6'x2 1/2"Pipe mount C From Leg 4.00 0.0000 118.00 No Ice 1.73 1.73 0.04 0.00 1/2" 2.09 2.09 0.05 1.00 Ice 2.46 2.46 0.07 1"Ice Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft ft ft ft2 K ANT2 0.3 23 HP B Paraboloid w/o From 1.00 71.0000 105.00 2.00 No Ice 3.14 0.02 JR) Radome Leg 0.00 1/2"Ice 3.41 0.04 0.00 1"Ice 3.68 0.05 ANT2 0.6 23 HP A Paraboloid w/o From 1.00 44.0000 105.00 2.15 No Ice 3.64 0.02 JR) Radome Leg 0.00 1/2"Ice 3.93 0.04 0.00 1"Ice 4.21 0.06 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 . 0.9 Dead+1.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp tnxTower Report-version 6.0.4.0 September 10, 2012 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 87505Z Application 157119, Revision 2 Page 14 Comb. Description No. 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-,Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg--Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No Comb. K kip-It kip-ft L1 118-77.25 Pole Max Tension 26 0.00 -0.00 -0.00 Max.Compression 26 -16.00 0.41 1.68 Max.Mx 20 -5.59 470.49 -10.24 Max.My 2 -5.56 -2.86 474.46 Max.Vy 20 -16.69 470.49 -10.24 Max.Vx 14 16.86 8.54 -474.11 Max.Torque 23 -2.27 L2 77.25-. Pole Max Tension 1 0.00 0.00 0.00 40.75 Max.Compression 26 -22.73 0.50 1.69 Max.Mx 20 -10.37 1139.47 -25.34 Max.My 2 -10.35 -7.39 1149.28 Max.Vy 20 -20.61 1139.47 -25.34 Max.Vx 14 20.78 20.83 1149.15 Max.Torque 23 -2.26 L3 40.75-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -33.50 0.50 1.69 Max.Mx 20 -19.10 2162.84 -44.12 Max.My 14 -19.10 35.96 -2180.09 Max.Vy 20 -24.64 2162.84 -44.12 Max.Vx 14 24.80 35.96 -2180.09 Max.Torque 18 -2.23 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 27 33.50 -0.01 3.40 Max.H. 20 19.14 24.61 -0.41 Max.H= 2 19.14 -0.12 24.77 Max.Mx 2 2179.97 -0.12 24.77 Max.MZ 8 2150.23 -24.50 0.21 Max.Torsion 9 1.83 -24.50 0.21 Min.Vert 7 14.36 -21.27 12.64 tnxTower Report-version 6.0.4.0 September 10, 2012 118 Ft M6nopole'Tower Structural Analysis CC/BU No 875052 Project Number 87505Z Application 157119, Revision 2 Page 15 Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Min.H. 8 19.14 -24.50 0.21 Min.Hz 14 19.14 0.33 -24.77 Min.M. 14 -2180.09 0.33 -24.77 Min.MZ 20 -2162.84 24.61 -0.41 Min.Torsion 18 -2.22 21.37 -12.54 Tower Mast Reaction Summary Load Vertical Shear Shear, Overturning Overturning Torque Combination Moment, Mx Moment, M. K K K kip-ft kip-ft kip-ft Dead Only 15.95 0.00 0.00 -0.19 0.23 0.00 1.2 Dead+1.6 Wind 0 deg- 19.14 0.12 -24.77 2179.97 -13.03 -0.17 No Ice 0.9 Dead+1.6 Wind 0 deg- 14.36 0.12 -24.77 -2160.44 -12.99 -0.15 No Ice 1.2 Dead+1.6 Wind 30 deg- 19.14 12.31 -21.57 -1900.89 -1081.67 -1.27 No Ice 0.9 Dead+1.6 Wind 30 deg- 14.36 12.31 -21.57 -1883.85 -1072.08 -1.26 No Ice 1.2 Dead+.1.6 Wind 60 deg- 19.14 21.27 -12.64 -1118.40 -1867.81 -1.80 No Ice 0.9 Dead+1.6 Wind 60 deg- 14.36 21.27 -12.64 1108.34 1851.20 -1.80 No Ice 1.2 Dead+1.6 Wind 90 deg- 19.14 24.50 -0.21 -23.42 -2150.23 -1.83 No Ice 0.9 Dead+1.6 Wind 90 deg- 14.36 24.50 -0.21 -23.15 -2131.10 -1.83 No Ice 1.2 Dead+1.6 Wind 120 deg 19.14 21.16 12.20 1070.08 -1856.25 -1.60 -No Ice 0.9 Dead+1.6 Wind 120 deg 14.36 21.16 12.20 1060.58 -1839.75 -1.61 -No Ice 1.2 Dead+1.6 Wind 150 deg 19.14 12.02 21.41 1883.72 -1049.89 -0.05 -No Ice 0.9 Dead+1.6 Wind 150 deg 14.36 12.02 21.41 1866.95 1040.60 -0.07 -No Ice 1.2 Dead+1.6 Wind 180 deg 19.14 -0.33 24.77 2180.09 35.96 1.12 -No Ice 0.9 Dead+1.6 Wind 180 deg 14.36 -0.33 24.77 2160.67 35.55 1.11 -No Ice. 1.2 Dead+1.6 Wind 210 deg 19.14 -12.52 21.48 1890.53 1104.71 t 1.82 -No Ice 0.9 Dead+1.6 Wind 210 deg 14.36 -12.52 21.48 1873.70 1094.76 1.82 -No Ice 1.2 Dead+1.6 Wind 240 deg 19.14 -21.37 12.54 1106.51 1879.14 2.22 -No Ice 0.9 Dead+1.6 Wind 240 deg 14.36 -21.37 12.54 1096.67 1862.29 2.22 -No Ice 1.2 Dead+1.6 Wind 270 deg 19.14 -24.61 0.41 44.12 2162.84 2.14 -No Ice 0.9 Dead+1.6 Wind 270 deg 14.36 -24.61 0.41 43.76 2143.44, 2.14 No Ice 1.2 Dead+1.6 Wind 300 deg 19.14 -21.24 -12.29 -1079.68 1865.50 2.18 -No Ice 0.9 Dead+1.6 Wind 300 deg 14.36 -21.24 -12.29 -1069.98 1848.76 2.19 -No Ice 1.2 Dead+1.6 Wind 330 deg 19.14 -12.00 -21.49 -1892.60 1048.29 0.91 -No Ice 0.9 Dead+1.6 Wind 330 deg 14.36 -12.00 -21.49 -1875.63 1038.86 0.92 -No Ice 1.2 Dead+1.0 Ice+1.0 Temp 33.50 -0.00 -0.00 -1.69 0.50 -0.00 1.2 Dead+1.0 Wind 0 33.50 0.01 -3.40 301.80 -0.81 -0.06 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 33.50 1.69 -2.96 262.90 148.69 -0.27 deg+1.0 Ice+1.0 Temp tnxTower Report-version 6.0.4.0 September 10, 2012 118 Ft Monopole'Tower Structural Analysis CC/BU No 875052 Project Number 875052,Application 157119, Revision 2 Page 16 Load Vertical Shear Shear, Overturning Overturning Torque Combination Moment, MX Moment,MZ K K K kip-ft kip-ft kip-ft 1.2 Dead+1.0 Wind 60 33.50 2.93 -1.73 154.63 -257.35 -0.38 deg+1.0 Ice+1.0.Temp 1.2 Dead+1.0 Wind 90 33.50 3.38 -0.02 -4.08 -296.58 -0.38 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 33.50 2.92 1.68 146.31 256.19 -0.31 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 33.50 1.67 2.94 257.69 -145.55 -0.07 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 33.50 -0.03 3.40 298.33 4.06 0.15 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 33.50 -1.71 2.95 258.37 151.98 0.32 de +1.0 Ice+1.0 Temp P 1.2 Dead+1.0 Wind 240 33.50 -2.94 1.72 149.92 259.47 0.42 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 33.50 -3.39 0.04 2.67 298.82 0.41 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 33.50 -2.93 -1.69 -150.78 258.10 0.37 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 33.50 -1.66 -2.95 262.09 146.34 0.16 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 15.95 0.02 -3.77 -331.10 -1.78 -0.02 Dead+Wind 30 deg-Service 15.95 1.87 -3.28 -288.74 -164.01 -0.20 Dead+Wind 60 deg-Service 15.95 3.24 -1.92 -169.95 -283.35 -0.28 Dead+Wind 90 deg-Service 15.95 3.73 -0.03 -3.72 -326.19 -0.29 Dead+Wind 120 deg- 15.95 3.22 1.86 162.27 -281.56 -0.25 Service Dead+Wind 150 deg- 15.95 1.83 3.26 285.78 -159.17 -0.01 Service Dead+Wind 180 deg- 15.95 -0.05 3.77 330.80 5.66 0.18 Service Dead+Wind 210 deg- 15.95 -1.91 3.27 286.85 167.91 0.28 Service Dead+Wind 240 deg- 15.95 -3.25 1.91 167.82 285.48 0.35 Service Dead+Wind 270 deg- 15.95 -3.75 0.06 6.53 328.52 0.33 Service Dead+Wind 300 deg- 15.95 -3.23 -1.87 -164.06 283.38 0.34 Service Dead+Wind 330 deg- 15.95 -1.83 -3.27 -287.46 159.33 0.14 Service Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -15.95 0.00 0.00 15.95 0.00 0.000% 2 0.12 -19.14 -24.77 -0.12 19.14 24.77 0.000% 3 0.12 -14.36 -24.77 -0.12 14.36 24.77 0.000% 4 12.31 -19.14 -21.57 -12.31 19.14 21.57 0.000% 5 12.31 -14.36 -21.57 -12.31 14.36 21.57 0.000% 6 21.27 -19.14 -12.64 -21.27 19.14 12.64 0.000% 7 21.27' -14.36 -12.64 -21.27 14.36 12.64 0.000% 8 24.50 -19.14 -0.21 -24.50 19.14 0.21 0.000% 9 24.50 -14.36 -0.21 -24.50 14.36 0.21 0.000% 10 21.16 -19.14 12.20 -21.16 19.14 -12.20 0.000% 11 21.16 -14.36 12.20 -21.16 14.36 -12.20 0.000% 12 12.02 -19.14 21.41 -12.02 19.14 -21.41 0.000% 13 12.02 -14.36 21.41 -12.02 14.36 -21.41 0.000% 14 -0.33 -19.14 24.77 0.33 19.14 -24.77 0.000% 15 -0.33 -14.36 24.77 0.33 14.36 -24.77 0.000% 16 -12.52 -19.14 21.48 12.52 19.14 -21.48 0.000% 17 -12.52 -14.36 21.48 12.52 14.36 -21.48 0.000% 18 -21.37 -19.14 12.54 21.37 19.14 -12.54 0.000% 19 -21.37 -14.36 12.54 21.37 14.36 -12.54 0.000% 20 -24.61 -19.14 0.41 24.61 19.14 -0.41 0.000% tnxTower Report-version 6.0.4.0 September 10, 2012 118 Ft Monopole Tower Structural Analysis CCI BU No 875052 Project Number 875052,Application 157119, Revision 2 Page 17 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 21 -24.61 -14.36 0.41 24.61 14.36 -0.41 0.000% 22 -21.24 -19.14 -12.29 21.24 19.14 12.29 0.000% 23 -21.24 -14.36 -12.29 21.24 14.36 12.29 0.000% 24 -12.00 -19.14 -21.49 12.00 19.14 21.49 0.000% 25 -12.00 -14.36 -21.49 12.00 14.36 21.49 0.000% 26 0.00 -33.50 0.00 0.00 33.50 0.00 0.000% 27 0.01 -33.50 -3.40 -0.01 33.50 3.40 0.000% 28 1.69 -33.50 -2.96 -1.69 33.50 2.96 0.000% 29 2.93 -33.50 -1.73 -2.93 33.50 1.73 0.000% 30 3.38 -33.50 -0.02 -3.38 33.50 0.02 0.000% 31 2.92 -33.50 1.68 -2.92 33.50 -1.68 0.000% 32 1.67 -33.50 2.94 -1.67 33.50 -2.94 0.000% 33 -0.03 -33.50 3.40 0.03 33.50 -3.40 0.000% 34 -1.71 -33.50 2.95 1.71 33.50 -2.95 0.000% 35 -2.94. -33.50 1.72 2.94 33.50 -1.72 0.000% 36 -3.39 -33.50 0.04 3.39 33.50 -0.04 0.000% 37 -2.93 -33.50 -1.69 2.93 33.50 1.69 0.000% 38 -1.66 -33.50 -2.95 1.66 33.50 2.95 0.000% 39 0.02 -15.95 -3.77 -0.02 15.95 3.77 0.000% 40 1.87 -15.95 -3.28 -1.87 15.95 3.28 0.000% 41 3.24 -15.95 -1.92 -3.24 15.95 1.92 0.000% 42 3.73 -15.95 -0.03 -3.73 15.95 0.03 0.000% 43 3.22 -15.95 1.86 -3.22 15.95 -1.86 0.000% 0 44 1.83 -15.95 3.26 -1.83 15.95 -3.26 0.000% 45 -0.05 -15.95 3.77 0.05 15.95 -3.77 0.000% 46 -1.91 -15.95 3.27 1.91 15.95 -3.27 0.000% 47 -3.25 -15.95 1.91 3.25 15.95 -1.91 0.000% 48 -3.75 -15.95 0.06 3.75 15.95 -0.06 0.000% 49 -3.23 -15.95 -1.87 3.23 15.95 1.87 0.000% 50 -1.83 -15.95 -3.27 1.83 15.95 3.27 0.000% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00039697 3 Yes 4 0.00000001 0.00019065 4 Yes 5 0.00000001 0.00092795 5 Yes 5 0.00000001 0.00030326 6 Yes 6 0.00000001 0.00003226 7 Yes 5 0.00000001 0.00033251 8 Yes 5 0.00000001 0.00008926 9 Yes 5 0.00000001 0.00003283 10 Yes 5 0.00000001 0.00091451 11 Yes 5 0.00000001 0.00030226 12 Yes 5 0.00000001 0.00094478 13 Yes 5 0.00000001 0.00031646 14 Yes 5 0.00000001 0.00008861 15 Yes 5 0.00000001 0.00003183 16 Yes 6 0.00000001 0.00003244 ,17 Yes 5 0.00000001 0.00033427 18 Yes 5 0.00000001 0.00091467 19 Yes 5 0.00000001 0.00029518 20 Yes 4 0.00000001 0.00032969 21 Yes 4 0.00000001 0.00016232 22 Yes 6 0.00000001 0.00003282 23 Yes 5 0.00000001 0.00033916 24 Yes 5 0.00000001 0.00092727 25 Yes 5 0.00000001 0.00030798 26 Yes 4 0.00000001 0.00002505 27 Yes 5 0.00000001 0.00018929 28 Yes 5 0.00000001 0.00022504 29 Yes 5 0.00000001 0.00022990 30 Yes 5 0.00000001 0.00018630 tnxTower Report-version 6.0.4.0 September 10, 2012 118 Ft Monopole'Tower Structural Analysis CC/BU No 875052 Project Number 87505Z Application 157119, Revision 2 ° Page 18 31 Yes 5 0.00000001 0.00021583 32 Yes 5 0.00000001 0.00021783 33 Yes 5 0.00000001 0.00018545 34 Yes 5 0.00000001 0.00022659 35 Yes 5 0.00000001 0.00022184 36 Yes 5 0.00000001 0.00018832 37 Yes 5 0.00000001 0.00022830 38 Yes 5 0.00000001 0.00022376 39 Yes 4 0.00000001 0.00002059 40 Yes 4 0.00000001 0.00024408 41 Yes 4 0.00000001 0.00031353 42 Yes 4 0.00000001 0.00008627 N 43 Yes 4 0.00000001 0.00022759 44 Yes 4 0.00000001 0.00025107 45 Yes 4., 0.00000001 0.00006784 46 Yes 4 0.00000001 0.00031963 47 Yes 4 0.00000001 0.00024053 48 Yes 4 0.00000001 0.00008207 49 Yes 4 0.00000001 0.00031583 50 Yes 4 0.0000000.1 0.00023954 Pole Design Data Section Elevation Size L Lu KI/r A P �P� Ratio Pu No. ft ft It inZ' K K �Pn L1 118-77.25 TP28.318x22x0.188 40.75 0.00 0.0 16.461 5.54 1012.10 0.005 (1) 7 . L2 77.25-40.75 TP33.602x27.3994x0.25 40.00 0.00 0.0 25.�941 .-10.33 1778.93 0.006 (2) L3 40.75-0(3) TP39AW2.443x0.313 45.00 0.00 0.0 38.351 =19.10 2706.37 0.007 4.8.2(1.01 CR) 3 Pole Bending Design Data Section Elevation Size Mw rbMnx Ratio M,,,, �Mny Ratio No. MU. M°y ft kip-ft kip-ft �M X kip-it kip-ft �MnM L1 118-77.25 TP28.318x22x0.188 476.44 574.74 0.829 0.00 574.74 0.000 (1) L2 77.25-40.75 TP33.60WT39940.25 1154.70 1196.18 0.965 0.00 1196.18 0.000 L3 40.75-0(3) TP39AW2.4430.313 2189.63 2176.07 1.006 0.00 2176.07 0.000 Pole Shear Design Data Section Elevation Size Actual OVn Ratio Actual jn Ratio V VU T T No. ft K K Vn kip-tt kip-ft �Tn L1 118 77.25 _ TP28.318x22x0.188 16.95 506.05 0.033 1.82 1150.89 0.002 (1) L2 77.25 40.75 TP33.602x27.3994x0.25 20.87 889.47 0.023 1.83 2395.29 0.001 2 - L3 40.75-0(3) , TP39AW2.443x0.313 24.89 1353.19 0.018 1.82 4357.46 0.000 tnxTower Report-version 6.0.4.0 September 10, 2012 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 875052,Application 157119, Revision 2 Page 19 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. M. M,Y V. T Stress Stress ft OPn OM,, OMny 0V OTn Ratio Ratio L1 118-77.25 0.005 0.829. 0.000 0.033 0.002 0..8336 1.000 4 8 2 (1) l+ L2 77.25-40.75 0.006 0.965 0.000 0.023 0.001 0.972 1.000 4 8 2 (2) V L3 40.75-0(3) 0.007 1.006 0.000 0.018 0.000 1..0114 1.000 4 8 2 1/ V Section Capacity Table Section Elevation Component Size Critical P Opalow % Pass No. ft Type Element K K Capacity Fail L1 118-77.25 Pole TP28.31 W2x0.188 1 -5.54 1012.10 83.6 Pass L2 77.25-40.75 Pole TP33.602x27.3994x0.25 2 -10.33 1778.93 97.2 Pass L3 40.75-0 Pole TP39AW2.4434.313 3 -19.10 2706.37 101.4 Pass Summary Pole(1-3) 101.4 Pass RATING= 101.4 Pass tnxTower Report-version 6.0.4.0 September 10, 2012 118 Ft Mbnopole'Tower Structural Analysis CC/BU No 875052 Project Number 87505Z Application 157119, Revision 2 Page 20 l APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 6.0.4.0 ABANOOVED) _ t)7/8 TO 95 FT LEVEL INSTALLED) 2)7/8'TO 95 FT LEVEL - (2) 1/2'TO 118 FT LEVEL CLIMBING PEGS iM W/SAFm CLIMB / / �� �� `i �p� � � RS■3 (RESERVED) (3) 1-1/4'TO 118 FT LEVEL (2)S 1//2-TO 73 FT LEVEL b I I + (PROPOSED) 2)3/8'TO 105 FT LEVEL — INSTALLED) (1)3/8'TO 108 FT LEVEL (6)7/8'TO 108 FT LEVEL (INSTALLED) 1)5/18'TO 88 FT LEVEL (12)7/8'TO 88 FT LEVEL DRAWN BY: AHE CHECKED BY: CDB DRAWING DATE:27/08/07 BETE NUMBER: SITE NAME: SITE NAME ASSOCIATED ALARM SYSTEM BUSINESS UNIT NUMBER B75002 SITE ADDRESS 1047 FALMOUTH RD HYANNIS,MA 02601 BARNSTABLE COUNTY USA SHEETTITLE BUSINESS UNIT:875052 TOWER ID:C-BASELEVEL BASE LEVEL 9HEEi NUMBER sn7 1 p�(BASE LEVEL /DRFAW�INGF n) ' �'-0 Al-0 •R\�um��iYPVx��0Uu1 M mrunT>71��SnS�AI`���VEL.dw9 .. September 10, 2012 118 Ft Monopole Tower Structural Analysis CC/BU No 875052 Project Number 875052,Application 157119, Revision 2 Page 21 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 6.0.4.0 . Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F X Assumptions: 1)Rod groups at corners. Total#rods divisible by 4. Maximum total#of rods=48(12 per Corner). 2)Rod Spacing=Straight Center-to-Center distance between any(2)adjacent rods(same corner) 3)Clear space between bottom of leveling nut and top of concrete not exceeding(1)*(Rod Diameter) Site Data Base Reactions BUM 875052 TIA Revision: G Site Name: ASSOCIATED ALARM SYi Factored Moment,Mu: 2190 ft-kips App#: Factored Axial, Pu: 19 kips Anchor Rod Data Factored Shear,Vu: 25 kips Eta Factor, rl 0.5 TIA G(Fig.4-4) Qty: 12 Diam: 2.25 in Anchor Rod Results Rod Material: A615-J TIA G--> Max Rod (Cu+Vu/n): 196.2 Kips Yield, Fy: 75 ksi Axial Design Strength,4)*Fu*Anet: 260.0 Kips Strength, Fu: 100 ksi Anchor Rod Stress Ratio: 75.5% Pass Bolt Circle: 46 in Anchor Spacing: 6 In Plate Data Base Plate Results Flexural Check W=Side: 45 in Base Plate Stress: 41.3 ksi Thick: 2.5 in PL Design Bending Strength, (P*Fy: 49.5 ksi Grade: 55 ksi Base Plate Stress Ratio: 83.4% Pass Clip Distance: 6 in NIA-Unstiffened Stiffener Data(Welding at both sides) Stiffener Results Configuration: Unstiffened Horizontal Weld : N/A Weld Type: ** Vertical Weld: N/A Groove Depth: in** Plate Flex+Shear,fb/Fb+(fv/Fv)A2: N/A Groove Angle: degrees Plate Tension+Shear,ft/Ft+(fv/Fv)A2: N/A Fillet H.Weld: <--Disregard Plate Comp. (AISC Bracket): N/A Fillet V.Weld: in Pole Results Width: in Pole Punching Shear Check: N/A Height: in Max PL Length Thick: in Yield Line # Anchors 5t 5t t= BASE PL Notch: in at corner= THICKNESS Grade: ksi Oty/4 Weld str.: ksi , '_ rLAnahar, Typ. STIFFENED CONFIGURATION ASSUMED IN TOOL B.G. Pole Data `e Diam: 39.42 in -- — — _�— Thick: 0.3125 in p I 1,Input Clear Space at B.C. for Sinale Grade: 65 ksi Lj.h.LCose #of Sides: 18 "0"IF Round s 4 �Gq Pole w/ Rc' DIAM = D Anchor Spacing Same As Stiffener Spacing, . Except for Sianle Corner Anchor (Input Clear Space) **Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate 1.5-Square Base F-G 1.2, Effective March 19,2012 Analysis date:9/10/2012 CAISSON Version 10. 60 3:19:23 PM Monday, September 10, 2012 AW Solutions Inc * * CAISSON - Pier Foundations Analysis and Design - Copyright Power Line Systems, Inc. 1993-2010 ************************************************************************************************** Project Title: BU 875052 Project Notes: WO 52,1053 Calculation Method: Full 8CD ******* I N P U T D A T A Pier Properties Diameter Distance Concrete Steel of Top of Pier Strength Yield above Ground Strength (ft) (ft) (ksi) (ksi) ------------------------------------------------ 6.00 0.50 3.00 60.00 Soil Properties Layer Type Thickness Depth at Top Density CU KP PHI of Layer (ft) (ft) (lbs/ft^3) (psf) (deg) ---------------------------------------------------------------------------------------- 1 Clay 5.00 0.00 120.0 0.0 2 Clay 0.50 5.00 120.0 0.0 3 Sand 9.50 5.50 125.0 3. 690 35.00 4 Sand 7 .00 15.00 65.0 3. 690 35.00 AW Solutions Inc Page 1/3 Design (Factored.) Loads at Top of Pier Moment Axial Shear Additional Safety Load Load Factor Against Soil Failure (ft-k) (kips) (kips) ------------------------------------------------ 2190.0 19.0 25.00 1.50 ******* R E S U L T S ya.40(!d ___5.i•c.nacsi ----------------- ---- �I P•+?tJCaRs+Sr � F G{ k i 4 4 A ABM h k + •C.t• .?_ r+ 2S...'Et ey'.-:.ic: -�37CIGRSi �f• �f r + kt P s�A.75twDs q. 181�'•.IGR 359599(Ds'v 5A£rSB[?ecru _ 763�7;1' ...................................... �.'' "�� 5•LIL RE C.TIONS❑ GRAM Sl- AROWGR4)A MOMEW OU.GR,*A AW Solutions Inc Page 2/3 Calculated Pier Properties Length Weight End Bearing Pressure (ft). (kips) (psf) --------------------------------- 19.500 82.702 672 .0 Ultimate Resisting Forces Along Pier Type Distance of Top of Layer Thickness Density CU KP Force Arm to Top of Pier (.ft) (ft) (lbs/ft^3) (psf) (kips) (ft) --------------------------------------------------------------------------------------------------- Clay 0.50 5.00 120.0 - 0.0. 0.00 3.00 Clay 5.50 0.50 120.0 0.0 0.00 5.75 Sand 6.00 8.54 125.0. 3. 690 677.27 10. 91 Sand 14.54 0. 96 125.0 3. 690 -113.84 15.03 Sand 15.50 4. 00 65.0 3. 690 -525.38 17.54 Shear and Moments Along Pier Distance below Shear Moment Shear Moment Top of Pier (with Safety Factor) (with Safety Factor) (without Safety Factor) (without Safety Factor) (ft) (kips) (ft-k) (kips) (ft-k) ------------------------------------------------------------------------------------------------------------------------- 0.00 38 .0 3540.7 25.4 2360.5 1. 95 38.0 3614.9 25.4 2409. 9 3. 90 38.0 3689.1 25.4 2459.4 5.85 38.0 3763.3 25.4 2508.8 7.80 -54 .3 3758.4 -36.2 2505. 6 9.75 -184 .7 3530.4 -123.1 2353. 6 11.70 -346.7 3017 .4 -231.1 2011. 6 13.65 -540.3 2157 .8 -360.2 1438.5 15. 60 -513.1 �1021. 9 -342.1 681.2 17.55 -264 .8 260.8 -176.5 173. 9 19.50 -0.0 0.0 -0.0 0.0 AW Solutions Inc Page 3/3 Moment Capacity of Drilled Concrete Shaft (Caisson) for TIA Rev F or G Note: Shaft assumed to have ties, not spiral,transverse reinforcing Site Data Maximum Shaft Superimposed Forces BU#: 875052 TIA Revision: G Site Name: ASSOCIATED ALARM SYSTEM Max. Factored Shaft Mu: 2508.8 ft-kips(*Note) App#: Max. Factored Shaft Pu: 19 kips Max Axial Force Type: Comp. * Note: Max Shaft Superimposed Moment does not necessarily Loads Already Factored equal to the shaft top reaction moment For M (WL) 1.3 <---Disregard For P (DL) 1.3 <----Disregard Load Factor Shaft Factored Loads 1.00 Mu:j 2508.8 ft-kips Pier Properties 1.00 Pu: 19 kips Concrete: Pier Diameter= 6.0 ft Material Properties Concrete Area = 4071.5 in Concrete Comp.strength,fc= 3000 psi Reinforcement yield strength, Fy= 60 ksi Reinforcement: Reinforcing Modulus of Elasticity, E= 29000 ksi Clear Cover to Tie= 4.00 in Reinforcement yield strain= 0.00207 Horiz.Tie Bar Size=j 5 1 Limiting compressive strain= 0.003 Vert. Cage Diameter= 5.11 ft ACI 318 Code Vert. Cage Diameter= 61.34 in Select Analysis ACI Code= 2005 Vertical Bar Size = 11 Seismic Properties Bar Diameter= 1.41 in Seismic Design Category= B Bar Area= 1.56 in Seismic Risk= Low Number of Bars= 16 As Total= 24.96 inz ;Solve: r '<-Press Upon Completing All Input A s/Aconc, Rho: 0.0061 0.61% � f� Run 'j :4 ACI 10.5 ,ACI 21.10.4, and IBC 1810. Results: Min As for Flexural, Tension Controlled, Shafts: Governing Orientation Case: 1 (3)*(Sgrt(fc)/Fy: 0.0027 E E 200/Fy: 0.0033 M1Tu M u \ �\\ '� ICI � �• -� � �I i Case 1 Case 2 Dist. From Edge to Neutral Axis: 12.28 in Extreme Steel Strain, et: 0.0133 Minimum Rho Check: et>0.0050, Tension Controlled Actual Req'd Min. Rhoj 0.33% Flexural Reduction Factor,cp: 0.900 Provided Rho: 0.61% OK .y Ref.'Shaft Max Axial Capacities. (b Max(Pn or Tn): Max Pu = ((p=0.65) Pn. Output Note: Negative Pu=Tension Pn per ACI 318 (10-2) 6144.47 kips For Axial Compression, T Pn = Pu: 19.00 kips at Mu=((�=0.65)Mn= 3164.92 ft-kips Drilled Shaft Moment Capacity, cpMn: 3287.52 ft-kips Drilled Shaft Superimposed Mu: 2508.80 ft-kips Max Tu, (cp=0.9)Tn =1 1347.84 1kips at Mu=(�=(0.90)Mn= 0.00 ft-kips (Mu/VMn, Drilled Shaft Flexure CSR: 1 76.3% Drilled-Shaft-Moment-Capacity, DSMC, Version 1.1 - Effective 04/01/2010 Analysis Date: 9/10/2012 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 4 a. 1 �3 "Map r, © Parcel-, Application # to Health Division Date Issued /P 7 Conservation Division * �- �" '^ Application Fe Planning Dept. Permit Fee ®� r S� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 0'/7 L100 1041 u- Village N1 S YAW A1IS PA ®3 b® Owner CO ER Address 5_011b Er WN1 LD?_ M iLL DR. Telephone Off= 77,5 - 5W_S5L/F1 J PAD C91 Permit Request 9E?Z.4( 16 WIN't--ows. N&V 45;1t>k"G 0►J R�zpo-v �1�LgC r,>gcY_ G no lEw-xpy wAys Mir -TP im 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 •'93 Aczes 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 94 No Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sgq.ft) C� Number of Baths: Full: existing ® new AO Half: existing / new / Number of Bedrooms: 0 existing knew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil XElectric ❑Other _=` C Central Air: ❑Yes No Fireplaces: Existing New Existing wood/,coal stove❑ XNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: OWexisting O�-newY�Esize_ :M Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ZZ Vd Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial kes ❑ No If yes, site plan review # Current Use 0mce- '&l Lp kJ6 Proposed Use deg' &ulcbinJc APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name J OS � � � �50 Telephone Number 73 , Address Z License # C S10`z Home Improvement Contractor# 0 Worker's Compensation # &S 1 -0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT PRROOJECT WILL BE TAKEN TO Al OF Y)WO l�MjgA 5j-?J I0 AJ SIGNATURE DATE I FOR OFFICIAL USE ONLY •. `•APPLICATION# DATE ISSUED L . MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME " INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL . PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL s FINAL BUILDING , ' DATE CLOSED OUT ASSOCIATION PLAN NO. I t. Goininoisweakh o Massachuseft Deparbnog O,ffzce of-&vesdgadorrs- -600 Washington Street Boston,MA O2IZI ; n; www-jn&s gw/din Workers' Compensation IM=An.ce Affidavit;B`:kuders/Coatractars/Blectricians/P� ers APpficant Information Please Prmt Lem Name(B Org�(>ndividaal):-dS E_ Dg a�jz>usi-R va s Address: L:"F— ' 44NAoJ)S City/Stata/ZiPAYMwC., NA O 1001 PhoneA_ 58'9-73 :DZ<57 Are you an employer?Cheek the approprm bay I.❑ I am a employer with •4.,� I urn a gmmat contractor and I 'Type of project(regnired):; employees(fUE and/or part-time). have hired$re sob-Contractors 6. ❑New cam , 2.❑ I am a'sole gropnetor or partner- listed on fe-attached sheet, 7. Remodeling. ship and have no employees These sub-confractors have 8. PLarmdi� wading forme i r any capacity. employees-and have wormers' [No worke:7s' Comp,;nsura„ce comp,insurance.$ 9. ❑�ug addition req�red] 5. [] We are a corporation and its 10.13 Electrical repairs or additions '3.❑ I am a homeowner doing all-work officers have exercised they , el£ 11 Phrmbing repairs or additions aiys [No woriurs comp. right of exemption per I�CrL ❑Roof repairs insurance required.j t c. 152, §1(4), and we have no rep ` employees, [No workers' 13.[] Other comp.'insurance regnired.j k_IXY applicant$sat checks box#1 must also iin out tho section below showing their worker'cou�)eosmtion policy infncmai= t Homeowners who submit this afdMt i ffimfing 1-Y are doing ar work and fben hirr outside camta ctom must submit a new of davitindi Contractors fat check$iis box Est attached an addifiomal sheet showing the nano of fhb sub-o eating such. erap1oYers• Ff tho sub contractors have e�loyees,they mustprovidb ontr�and state whrd=ornot thoso entities have workers comp.policy number. ram an employer that isproviding workers,compensak infarmalion, an insurance far my employees Belo"is thepoFicy and job site Insurance Campany Name: Policy#or Self-ins.Lic.P - • ration Date: . Job Site Address; _ Gay/State/Zip: Failure a copy of the workers, compensafion policy declaraflon page'(showing the policy number and expiration date), Faihzre.fo secure;overage as required under Section 25A of MCrL c. 152 can lead to the ' Qsiiion of tTnP rip to$1,500:00 and/or one-year Imgriso as well as'civil penalties in the form offaa STOP WORK ORDER andPenalfic a E= }f up to$250.00 a day against�violator, Be advised that a c of this statement ma be iivesti tions of the!)IA for insurance coverage-verification.copy y . forR^arded to the Office of -do hereby certify un pabwZandEenaIrjP_,,OfPaFjwy that the iafarmafiart provided above is a and correct Date- 7-3-7 a � Offzcia!use only. Do not write ire fhis area fb be completed b7'city or.torah aficiaL .. � City or Towne PermitUcense# ,Issndng Authority(circle one): -1.$bard of•Health 2.Snilding Depubne>zt 3.City/Town Clerk 4.electrical Inspector S.Plumbing Inspector 6. Other . Contact Person: Phone#: i c � 4 r ,� .y • � � � r r f ' C M _ # A + _ 's � . . 1 _ - LL t 1K4 S � r , _ _ � � � »F r ;}�; r r ��, - � �. Town of Barnstable Regulatory Services y� I'� * Thomas F.Geiler,Director i639. o ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder �EL t) CPaP Wner of the ro subject J . property hereby authorize �06� I�t�t� NA le, --U Pus i91 ton my behalf, in all matters relative to work authorized by this building permit OLI-7 F4L- OCT- . KZ > (Address of Job) *Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. ature of Owner Signature of Applicant Print Name Print Name ihd Date QTORM&OWNERPERMISSIONPOOLS i i M— TTr u9 Syr lr$ Bess U ce NT�6N�Rd6TQf3 Type HOME IMPitOVEME 1 Reglsrat�otti 66 013 � A r I fe J,© ;fir Rq{7QS0 46 FAWC T ' lads' —jam_ I�.MA 0��� rstcrehlcY I ' � i Af?c►l�H�B,[ll�f�iil��"�'�t�r'�g4�#i���. -d'Y4t�:�� '' r; f�,> Clr#sxfit:ttan Stapr iscar Ac rtse • !_icense: G$ 104119 N QSE RAP FAWCI�;rtTftAWE • `5 t �%f { yy HYANN)S,-AMA 0260,1, M� - ._'� P: Piraficsra i2/1 ,12413 C�riutet3 e ern= Ts# 1,04119• r� i i i i I • i A CERTIFICATE OF LIABILITY INSURANCE F DATE(MMIOD""") 3120/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: 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 FRANK L HORGAN INSURANCE AGENCY CONTACT NAME: 44 BARNSTABLE ROAD PHONE A!C No HYANNIS, MA 026016688 E-MAILADDRESS: INSURER(S)AFFORDING COVERAGE NAIC INSURER A: INJOSDE C RAPOSO DBA NAK INDUSTRIES INsuRERe: DBA NAK INDUSTRIES INSURER C: 46.FAWCETT LANE INSURER D: HYANNIS MA 02601 INSURERE: INSURER F: COVERAGES CERTIFICATE-NUMBER: 12628795 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 ADDLSUBR POLICY EFF POLICY EXP POLICY NUMBER MM/DD/YYYY MM LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMA SFE�O&ENoTEncc $ CLAIMS-MADE OCCUR PMREEDMM�IEXP(Any one arson) $ PERSONAL&ADV INJURY S GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- LOC $ AUTOMOBILE LIABILITY EMBINED SINGLE LIMIT a accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED HSCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOSNON-OWNED PROPERTY DAMAGE AUTOS Per accident $ $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ $ $ A WORKERS COMPENSATION YIN WC5-31S-384136-012 1/4/2012 1/4/2013 TWO LIMITSTATU- AND EMPLOYERS'LIABILITY S QTH ER ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT E 1 OOOOO OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE EA EMPLOYEE $ 10000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Rarnaft Schedule,if more space Is required) JOSE C RAPOSO IS COVERED BY THE WORKERS COMPENSATION POLICY Workers compensation insurance coverage applies only to the workers compensation laws of the state MA. CERTIFICATECANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ASSOCIATED ALARM SYSTEMS INC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1047 FALMOUTH RD ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS MA 02601 AUTHORIZED REPRESENTATIVE Jeff Eldridge 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD CERT NO.: 12628795 CLIENT CODE: 1579368 Deb Derochemont 3/20/2012 9:39:10 AM Page 1 of 1 This certificate cancels and supersedes ALL previously issued certificates. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) �.►� 3/13/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: 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 endomemen s. PRODUCER CNAONMa Maureen Roderick Horgan Insurance Agency PHONE (508)775-5830 FAX (508)775-6688 44 Barnstable Rd. -MAJIL .maureenr@horganinsurance.com ADOREP.O. BOX 250 INSURERS AFFORDING COVERAGE NAIC 8 Hyannis MA 02601 INSURERA:Scottedale Insurance Company INSURED INSURER B: Jose C. Raposo, DBA: NAK Industries INSURERC: 46 Fawcett Lane INSURER D; INSURER E: annia MA 02601 IN URER : COVERAGES CERTIFICATE NUMBER:GL 12-13 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. IN SR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RE X COMMERCIAL GENERAL LIABILITY PREMISES $ 100,000 A CLAIMS-MADE E OCCUR CPS1511530 /2/2012 /2/2013 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY 1,000,000 GENERAL AGGREGATE $ 2,000,000 L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 21000,000 R X POLICY JFCOT- LOC $ AUTOMOBILE LIABILITY COMBINED ING —LIM—ff— fEa cidentl ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ ED I I RETENTION S $ WORKERS COMPENSATION WC STA�TU OTH- AND EMPLOYERS'LIABILITY Y I N T ER ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,It more space Is required) Workers Compensation to be sent from Liberty Mutual. CERTIFICATE HOLDER CANCELLATION (508)790-2330 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Associated Alarm Systems Inc. ACCORDANCE WITH THE POLICY PROVISIONS. 1047 Falmouth Rd. Hyannis, MA 02 601 AUTHORIZED REPRESENTATIVE ACORD 25(2010105) 01988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD I IME Town of Barnstable 200 Main Street, Hyannis,Massachusetts 02601 STABM MAM 3 9. Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma.us September 17, 2012 MetroPCS Massachusetts LLC c/o Mr. Gerry Squires Site Acquisition Consultant 101 Palisades Circle Stoughton, MA 02472 RE: Site Plan Review#019-12 - Metro PCS 1047 Falmouth Road,Hyannis, MA Map 250,Parcel 004 Proposal: Addition of one (1) 1-foot microwave dish antenna and one (1) 2-foot microwave dish antenna to an existing communications facility on a tower permitted by variance. Dear Mr. Squires: Please be advised that the above-referenced proposal has been found to be administratively approvable subject to the following: • Approval is based upon and must be substantially constructed in accordance with plans entitled "metroPCS HYNO016A Crown 875052 Hyannis, 1047 Falmouth Road, Hyannis,MA", 6 Sheets, dated August 17, 2012, prepared for metroPCS, Chelmsford, MA by Advanced Engineering of East Providence, RI. • Applicant must obtain and comply with all other applicable permits, licenses and approvals required. • Approval of a modification of an existing variance must be obtained from the Zoning Board of Appeals. • Upon completion of all work, a registered engineer or land surveyor shall submit 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 and any changes resulting from Zoning Board of Appeals decision. Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plans will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: ,Tom Perry, Building Commissioner '- ZBA File -o Y' ij TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mai o25 Parcel Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address /01Y F l MOct1 8 �D Village Jjy40V, S Owner J�F_ LI'D C DI P. Address 07 FAJM0VTV 4 1ZD Telephone 6-DX- 776-- 1 i i Permit Request FiZpo—x Z I�� < 3 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project ValuationdO, 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 Be drooms: existing _new 'r Total Room Count (not including baths): existing new First Floor RegT, Counter -a Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove:_ ❑Yeb ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑ existing LLne4Nisize_ 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# Cur-rent-Use _ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ` Telephone Number S�� "'7370252 Address 70 4f"V7 License IlY�.MNJ S MA ®a(ob Home Improvement Contractor# Worker's Compensation # 'WCS 31 5 37 /1-;6 "d/off ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Y,4&14()0T7_1 JZW4i95A SIGNATURE J DATE /A { — FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. ADDRESS VILLAGE 1 OWNER I DATE OF INSPECTION: i FOUNDATION FRAME INSULATION I`F !e FIREPLACE ELECTRICAL: ROUGH FINAL i . PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 'f FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i; J r ihA vm monwe vfmffssachuse& _ a D ar�ni . OJfwe ofInvestigatdoi►cs -600 Washington SEreet Bostoi;MA 0211.1 www.mass gavAfta ' Workers' Compensation Fnsaritnce Affidavit..Builders/ContractorslElecfrid=/Phunbers Avnlicant fnfoi oration Please Print LeEiblv A.d ress: yly W` Lo city/State/ap: yANN i S , AA ®o` w i Phone.#: 23 e yml Check the appropria 1. employer with eral contactor and I Type of project(required): employees(fail and/or park fee).* have hired the avb-contactors 6 ❑New const,,,r1;�,,, 2.❑ I am a'sale proprietor or partner- listed an lhe'attached sheet: 7. Remodeling ship and have no employees These sub-contractors have El working for me�nay capacity. employees-and have warmers g' D�Oon [No workers' comp.i mraoce comp.iUMUM ce.$' 9•>< addition requited.] 5. [] We area corporation and its 10.El Electrical repairs or additions 3.❑ T am a homeowner doing aIl work offices have exercised ti>ffi 11 Q plumbing repairs or edditinns myself[No warmers' camp. �t of exemption per MGI, IZ. Roof inmMmme regaired j t c. 152,§1(4), and we hm no repairs employees.[No workers' 13.❑Offer comp.insurance rr#rrd «may appIicaut that checks boa#1 oust also M otrt the section below showing their workacs'compensation policy information.. t Homeowners who submit this affidavit indicatng Ihey are doing all work and then him outside cnnt�actoa must submit 2-new of idmvitmdic�ng such. $Conhactars that check his boa Est attached ea addfiioaal sheet showing the name�thb sub-c-mztractms and stair whethe or not 1hose employers, If flit sub- mtrdcmra bavo=Ployees,fhey mustpnmdb dies work='comp.pe&cynumber. entities have 1'am an employer.that is providing workers'compensation insurance for my employees. Befow is the policy and job site LILfArmatiAn. 1asudee Company Name: Policy#or Self ms.Lie.# Expiation Date: Job Site Adilmm.1047 TAlO 0TN l`D Chy/State/ZiP_ M1J Is ; p _±tach a copy of the workers' compensation policy declaration e' sho oQ • - pig ( vPing the policy number and eapira�on date}. Fame to secure coverage as requited under Secfron25A ofMGL c. 152 can Lead tD the imposifion of crime tine lip-to$1,500.00 and/or one- ar P Penalties of a ° weIl as civil enaltim in the form of a STOP WORK ORDER and a fine �f up to$250.00 a day'agedlik the violator. Be advised that a copy of this statement maybe forwarded fA the Office of nvestim tions of the MA for m¢rrr2nce covers e verificaiion do hereby certify under the td enaldes cf perjury that the information provided above is true and carrecG r e: Date: hone k i Offzcial use only. 1?0 not write in fFzis area to be completed by city or town of ci¢C City or Toren: Permituceme# •Issuing Amthorlty(circle one): -1.Bbard of Health 2.Building Department 3.CitylTown Clerk 4.Mectrical Inspector 5.Plumbing Tuspeetor .6. Other . Contact Person: Phone#: AC40 E CERTIFICATE OF LIABILITY INSURANCE DATEE(MMIDD/YM 3/20/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsemeft A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(*). PRODUCER FRANK L HORGAN INSURANCE AGENCY CONTACT NAME: 44 BARNSTABLE ROAD HYANNIS, MA 02601 E-MAIL ADDRESS& INSURERS)AFFORDING COVERAGE NAIL INSURER A: '"T(STE C RAPOSO DBA NAK INDUSTRIES INSURERS: DBA NAK INDUSTRIES INSURER C: 46 FAWCETT LANE INSURER D: HYANNIS MA 02601 INSURERE: INSURER F COVERAGES ,CERTIFICATE-NUMBER: 12628795 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. ILTRNSR I TYPE OF INSURANCEPOLICY EFF EXP POLICY NUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY 000ulrarle8 _ CLAIMS-MADE OCCUR MED EXP one S PERSONAL 6 ADV INJURY $ GENERAL AGGREGATE $ GENt AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO S POLICY PRO• LOC $ AUTOMOBILE LIABILITY CO and entNOLE LIMIT S ANY AUTO BODILY INJURY(Per Person) $ ALL WNED SCHEDULED AUTO SS R AUTOS BODILY INJURY(Per saWenl)HIRED AUTOSNON-OWNED AUTOS Oeaddenl GE S a $ UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAS CLAIMS-MADE S AGGREGATE DED RETENTION$ $ S S q a,WORKERSCOMP NSAt1Qtt ' WC5-31S-384136-012 1/4/2012 1/4/2013 we ATu- ;:'; ANp1fIPi d!lERS'.UABILIZY YIN TO T ANY PROPRIETORMARTNER/EXECUTNE E L.EACH ACCIDENT 100000 OFFICERMEMBER EXCLUDED? N N/A (mandatory In NMI E.L.DISEASE-EA EMPLOYEES 100000 H desa SC IPTIOibe under F OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD iOl,Additional Romarb Soheduls,If more space is mqulrad) JOSE C RAPOSO IS COVERED BY THE WORKERS COMPENSATION POLICY Workers compensation insurance coverage applies only to the workers compensation laws of the state MA. CERTIFICAIC HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ASSOCIATED ALARM SYSTEMS INC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1047 FALMOUTH RD ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS MA 02601 AUTHORIZED REPRESENTATIVE .� �- - Jeff Eldridge 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD CERT NO.: 12628795 CLIENT CODE: 1S79368 Deb Derochemont 3/20/2p12 9.39:10 AN Page 1 of 1 ` This certificate cancels and supersedes ALL previously issued certificates. �TME Town of Barnstable Regulatory Services Thomas F.Geiler,Director 39. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, RE L—> Co-RP , as Owner of the subject property hereby authorize-3� C,QAWMD DF" t\)tNy_ bLb-M1G$o act on my behalf, in all matters relative to work authorized by this building permit (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. attire of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS - ` 1, a 7%N J x a i i ;, .. t. � � r �, � � c � �; r s � �. � � '�� ' t .� �� 4 i � � � i � � ��'� � � r;��� '� P ��_ i u ,.;.. ,�_ ` .� � . t i `r.. <; '_ . i i r -_7 _ ITTEM -- - L-- LL_ l T --I I _ ."I. ... y ScALE o i�y �F�Rs r Z 5PAe-\N G vJ�LL.. Nc,- aXy WAIL `� , s�RLLe.D fJo��E �'� PLATE a y y WA LL- �f Lu PS v� IL, 3� ov6t E AU- P AF t S CORNERS � - ----- ---------- ..r----._----------- � ----..---- -- - - k / ��� ///// /r // T .//� fi /����� ,/�J ,- ��! //� i Buildin(y B Parhi.i.ent Services O:rd.it ance .Payover PayoverDate: From 11-05-2 !21 '1 Iu'ou�h 11-17-2021 11/17/2021 Pay Date CheekNo Checl(Anat CashA.Tnt '11(ta►Amt CitationNo Offender Issued By 11/09/2021 2439 50.00 0.00 50.00 8361.2 Carr, Jai�nes F Smoller Jarod 11/17/2021 2586 1000.00 0.00 !000.00 69S08 Patel,Nilesli McKean,Thomas 11/17/2021 124 100.00 0.00 100.00 84029 Drougas, Ernest J Mancha,Melchor 11/17/2021 1471 100.00 0.00 100.00 78830 Devine Patrick Russell,Evan Totals: 1250.00 0.00 t 250.00 I �, i • I 1 1. cxn ® 5 1 1 CODE ANA LY5 i.5. PLANNING - SURVEYING . ® ® Tob C3 M C3 1 ENGINEERING - CONSTRUCTION I Va LIST OF CODES FOR MASSACHUSETTS: MANAGEMENT — MASSACHUSETfS BUILDING CODE TECTONIC Engineering & Surveying Consultants P.C. NEC (NATIONAL ELECTRIC CODE) 1279. ROUTE 300 NEWBURGH. NY 12550 NORTHEAST A Tp ,1 ORTHE ST lL LC. . . . . . �Fax.(845)55676670356 N — PER SECTION 110.10, NO GRADING OR. EXPANSION IS PROPOSED, THEREFORE NO BOUNDARY SURVEY OR GRADING PLANS ARE INCLUDED y SITE ID NUMBER- .,(�� PER SECTION 903 1 1 FIRE PROTECTION DOCUMENTS ARE NOT ® ® � e ®M®b11e a r 9 NEi;ESSAHY OLCAUSE IHE FACILITY IS UNMANNED AND NOT FOR 103MONARCHDRIVE HUMAN HABITATION. LIVERPOOL.NY.13088: . SITE NAME: HY558/ P I SIT INTE �/I L L116.21.2, =PER SECTION THE REGISTERED ARCHITECTS AND REGISTERED PROFESSIONAL .ENGINEERS WHO HAVE BEEN RETAINED TO PERFORM 0 V V l r CONSTRUCTION PHASE. SERVICES SHALL PERFORM THE FOLLOWING SITE ADDRESS. 1047y�FALMOUTH RD (RT 28) INSPECTIONS. HE MUST REVIEW SHOP DRAWINGS;. SAMPLES, AND AS�� HYANNIS,/-'CNNIS� G!! A ®/6®1 BPERFORMWPROGRESS SUBMITTED HNE NEEDED. T .OTHER. SUBMITTALS, CONTRACTOR. HE APPROVALS WILL ALSO - LANDLORD —PER SECTION 116.2.3, THE CONSTRUCTION CONTRACTOR HAS THE U RESPONSIBILITY OF THE, FOLLOWING.. HE IS RESPONSIBLE FOR THE, CONSTRUCTION EXECUTION OF ALL WORK IN ACCORDANCE .WITH THE APPROVED OPERATIONS T CONSTRUCTION DOCUMENTS, THE. EXECUTION AND CONTROL OF ALL SITE Aco. PROJECT .. SUMMARY SITE_ D.I R EC. 1 I O NS METHODS OF CONSTRUCTION IN ACCORDANCE WITH ALL APPLICABLE CONSTRucnoN MANAGER' �,...: . . . . . - -. -' �'' -� � ' : � � -�-. . . . . . . � �LOCAL STATE, AND FEDERAL STATUTES AND REGULATIONS, .AND UPON PROJECTNUMBER�. DESIGNED BY, SITE ID NUMBER: 4HY0558A ' : " ' HEAD NORTHEAST ON COMMERCE 'WAY TOWARD N BOUNDARY COMPLETION OF THE CONSTRUCTION, HE SHALL CERTIFY TO THE BEST 609.0556A r TN f RD/S WASHINGT.ON ST. TURN RIGHT ONTO N BOUNDARY OF HIS KNOWLEDGE.THAT SUCH HAS BEEN DONE IN SUBSTANTIAL Rev' DATE RevlsioN DRAWN BY. SITE NAME; HY558/SPRINT GENT.ERVILLE RD/S WASHINGTON ST. TURN LEFT.ONTO INDUSTRIAL PARK ACCORD 'WITH 780 CMR 1'16.3. 5/26/1.3 FOR COMMENT LP' CROWN BU#: 8750,52 RD. TURN. LEFT ONTO BAY ST: SLIGHT RIGHT TO MERGE. PER SECTION 11.5.5, A FINAL INSPECTION MUST :BE PERFORMED Q 6/13/1-3 PER COMMENTS LP ONTO I-495 S. CONTINUE ONTO MA-25 E. CONTINUE ONTO BEFORE BEING ISSUED A CERTIFICATE OF OCCUPANCY. Q 6/26/11 PER.COMMENTS AS SITE ADDRESS: 1047 FALMOUTH RD (RT 28) BLUE STAR MEMORIAL Hwy.. CONTINUE ONTO MA--28 S. 'AT HYANNIS, MA 02601 THE TRAFFIC CIRCLE, TAKE .THE 4TH EXIT ONTO US-6 i BYPASS E/SANDWICH RD. TURN RIGHT ONTO MID—CAPE COUNTY: BARNSTABLE CONNECTOR. TAKE THE RAMP ONTO US-6 E. TAKE EXIT 6 SHEET INDEX FOR MA-132. TOWARD BARNSTABLE/HYANNIS. KEEP LEFT AT ISSUED BY: DATE PROPERTY OWNER` CROWN CASTLE USA THE FORK TO CONTINUE TOWARD MA-132 S/IYANNOOGH RD. SHEET DESCRIPTION N0 APPLICANT: T—MOBILE NORTHEAST, LLC. KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR AIRPORT AND 15 COMMERCE WAY; STEB MERGE ONTO MA-132 S/IYANNOUGH RD. TURN RIGHT ONTO T.-1 TITLE SHEET 2 NORTON, MA 02.766 OLD STRAWBERRY HILL RD. TURN RIGHT ONTO FALMOUTH RD. (508) 286-2729 IN .3 MILES 'TURN LEFT INTO PARKING LOT. SIT'..S AROUND. A-1 SITE DETAIL PLAN .2 THE BACK OF THE BUILDING: A-2 EQUIPMENT LAYOUT. PLANS 2 �a ENGINEER/ TECTONIC ENGINEERING _ 3 ELEVATION 2 A N 8c DETAIL A .4 ANTENNA LAYOUT PLANS .&. DETAILS 2 ' SURVEYOR/ CONSULTANTS P.C. N A-5 DETAILS: 2 . 00MALIDA. STRUCTURAL ENG: 1279 ROUTE 300 LOCATION MAP SCALE: IVTS A-6 DETAILS 2. 8EN4R1lE. . . . NEWB:URGH, NY 12550. A_7 NOTES .2 CWIL CONTACT: TAMMY NOSEK , f A-8: NOTES 2: 311 PHONE: (845) 567-6656 EXT. 2807 # �� SITE ACQUISITION: CROWN CASTLE Fla° S�j 1200 MACARTHUR BLVD S SUITE 200 F MAHWAH, NJ-07430 z SITE INFORMATION CONTACT: PETER TISI x d THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION 4HY0558A `wn°x-, ins. 'DOCUMENTS UNTIL .ALL ITEMS HAVE BEEN ADDRESSED AND EACH RHONE:. :(201) 236—,9224 F,M°•N y REVISED ISSUEDHY558/SPRINT CENTERVILLE OF THE DRAWINGS HAS BEEN SED AND ' "FOR CONSTRUCTION". 1047 FALMOUTH RID (RT 28) PARCEL INFO: 250-004 2_ .. HYANNIS, MA 02601 LATITUDE: (NAD 83.) 41.65895 N LONGITUDE: (NAD 83) 70.32566 W i a • . . � ' coNFIcuRATION SHEET TRlE ; TITLE SHEET 2c . . REFER TO LATEST T MOBILE RF DATA SHEET NUMBER r i « MA•ME•NN•RI•Vf.F E'=__' ? _ SHEET FOR FINAL RF DESIGN & BOM. ! 01 c, s i 0 1 2 3 T- 1 .i IV � { .. .. .. ORIGINAL SIZE IN INCHES APPROX lv a PLANNING c SURVEYING .. ENGINEERING ,� CONSTRUCTION F/EX'IST MANAGEMENT TECTONIC Engineering & Surveying BUILDING Consultants P.C: EXIST GENERATOR ON EXIST DOUBLE WIDE (TYP) 1z79. RouTE 300 L CONIC PAD (BY OTHERS) NEweutzcH, NY 12550 ACCESS GATE Phone: (Bas) 567-6656 -Fox: (845) 567=8703 " EXIST UTILITY FRAME (BY OTHERS b' . m o m m o m ®. e.o m " - r. xT—x x. . EXIST 1 18't 103 MONARCH DRIVE LIVERPOOL,NY]3088: . MONOPOLE "V. V® 1 IfI L EXIST .CHAIN LINK EXIST EQUIPMENT ON RBED` FENCE W/1' BA STEEL FRAME W/ICE WIRE (TYP) CANOPY (TYP) (BY OTHERS) PROJECT NUMBER-. DESIGNED BY. 1 6409.0558A : TN :REV DATE . REVISION DRAWN BYG"0 5/28/13 FOR COMMENT LP 6/13/13 PER COMMENTS. LP Q2 6/26/13 PER COMMENTS -AS / EXIST CABLE. BRIDGE \/. (TYP) (BY OTHERS) x ISSUED DATE ftl . . . . . ® tW e EXIST T-MOBILE EQUIPMENT CfWL ' AREA (SEE PLAN 1/A-2) ?40 311193 lox. NOTES: �. CONTRACTOR _SHALL FIELD VERIFY THE ADEQUACY TO ROUTE THE 31TE IN =—. HCS. 9x18 MLE (FIBER) CABLE ALONG THE INTERIOR OF 4HY0558A MONOPOLE & THROUGH CABLE PORTS PRIOR TO CONSTRUCTION. HY558/SPRINT "CENTERUILLE 2. CONTRACTOR TO MATCH ANTENNA AZIMUTHS AND DOWNTILTS' TO 1047 FALMOUTH R'D (RT 28) EXISTING CONDITION AND NOTIFY RF ENGINEER OF. ANY HYANNIS, MA 026.01 DISCREPANCY. 3. LOCK '& TAG BREAKERS FOR ALL EQUIPMENT BEING'TURNED OFF SHEET TITLE (WHEN APPLICABLE). CONFIGURATION SITE PLAN. 4. CONTRACTOR TO RE—VERIFY CABLE LENGTHS PRIOR TO �" CONSTRUCTION. 5. SEE RFDS FOR FINAL EQUIPMENT CONFIGURATION: REFER To LATEST T-MosiLE RF DATA SHEET FOR,FINAL RF DESIGN & BOM. SHEET NUMBER SITE P LAN ' PARTIAL 0 � 2 3 _ — Iwu A 1 SCALE: 1/8" t=: 1'-0' ORIGINAL SIZE IN INCHES' e . HCS LENGTH 7. All A APPROX lv o FROM EQUIPMENT CABINET TO ANTENNA SURVEYING r. ALPHA ETA A PLANNING ENGINEERING „ ' STR C ION . SECTOR A B GAMM MaNabEMENr TECTONIC Engineering & Surveying LENGTH 105't 105't 105't Consultants P.C: 1279.ROUTE 300 SIZE.. 1 NEWBURGH, NY.12550 PKone`(845) 567.-6656. HCS 9x18 MILE, (1" OD,. 1.03 LB/FT) Faxi.(845) 567=8703 biJL0 0 T . o ® e.�. e 103 MONARCH DRIVE EXIST 1 18'f HIGH MONOPOLE EXIST 118'f HIGH MONOPOLE LIVERPOOL,NY 13088. EXIST T—MOBILE EXIST T-MOBILE CABLE BRIDGE CABLE BRIDGE EXIST T=MOBILE 7/'8" ��� COAX CABLES ROUTED PROPOSED T—.MOBILE HCS .9X18 MILE ALONG. EXIST CABLE (FIBER) .CABLE ROUTED ALONG EXIST, BRIDGE (TYP OF 12) COAX. CABLES ON EXIST CABLE BRIDGE & UP INTERIOR OF MONOPOLE : EXIST T—MOBILE 3106 CABINET ft EXIST T—MOBILE 3,106 CABINET PROJECT NUMBER DESIGNED BY . EXIST T-MOBILE a09.o BA 5/16" CABLE TO BE 0 REV 6DATE 55 REVISION N DRAWN BY (T REMAIN) T REMOVED (TYP OF 1) o 5j28j1.3 FOR COMMENT LP . .� 6/13/13 PER COMMENTS LP 6/26/13 PER.COMMENTS AS l / EXIST T—MOBILE 7/8" I / \ COAX CABLES ROUTED ALONG EXIST CABLE \. \ BRIDGE (TYP OF 12) \' \, ISSUED BY DATE ° \ I EXIST EXIST \\ EXIST T-MOBILE T—MOBILE �� T—MOBILE \ \ �! / / 2106 CABINET UTILITY \ I UTILITY W BOOSTER TO BACKBOARD . . \ BACKBOARD \. / BE DARKENED /. (TO REMAIN) fi mil.®A. O O ' 0�'Nil1E EXIST T=MOBILE CML 2106 CABINET 3t4919`� W/BOOSTER EXIST T-MOBILE LMU EXIST T=MOBILE LMU EXIST T—MOBILE GPS UNIT — EXIST T-MOBILE GPS UNIT IV d . SITE INFORMATION : EXIST EQUIPMENT PLAN 2 PROPOSED EQUIPMENT PLAN, 4HY0558A HY558/SPRINT CENTERVILLE A-2 SCALE: 3/8" = 1'—O' A-2 SCALE: 1/4" 1'-0' 1047 FALMOUTH RD (RT 28) HYANNIS, MA 02601 - • SHEET TITLE. coNFIcuRATION EQUIPMENT LAYOUT PLANS 2C REFER TO LATEST T-MOBILE RF DATA SHEET FOR.FINAL RF DESIGN & BOM. SHEET NUMBER' 0 1 2 3 A- 2 ORIGINAL SIZE IN INCHES I• SURVEYING a.PLANNING. T/EXIST o ENGINEERING CONSTRUCTION MONOPOLE . EXIST ANTENNA MANAGEMENT 118'—O"t AGL. :(BY` OTHERS) (TYP) TECTONIC Erigireering. Bc ,SurJey.irig Consultants P.C. .AGL - : 1279 ROUTE 300 . i.' NEWBURGH, NY 12550 1,2 Phone: (B45) 567-6656 EXIST .• Fax: (845), 567-870$ . � ' (BY OTHERS) (TYP). ��� 108 0't AGL o o o o e o. o EXIST ANT ENNA TOP L,tv RPOOLCNY 13t088 3 .(BY OTHERS) (TYP): 95'-0 �1� 2��. "t AGL I I _ C 0 (°REPLACEMENT & PROPOSED T—MOBILE •, AS — ANTENNA (TOTAL OF 6) (SEE PLAN 1/A-4) .. 88'-0."t AGL " EXIST ANTENNA `a1: Y OTHERS) (TYP)B E u�{ -1 vi. , PROJECT NUMBER DESIGNED BY 73`-0"t AGL 6409.0558A TN - REV DATE REVISION DRAWN BY - - - .QO 5/28/13 FOR COMMENT .LP . EXIST T—_MOBILE 5/16 CABLE TO Q 6/13/13 PER COMMENTS LP BE REMOVED (TYP .Or 1) � � - � "Q2 6/26/13 PER.COMMENTS AS PROPOSED T-MOBILE. HC 9X18 MLE FRONT SIDE S (FIBER) CABLE .ROUTED ALONG EXIST COAX AIR 21 ISSUED BY DATE CABLES UP TO REPLACEMENT ANTENNAS 2 D ETA I L EXIST 1'18'f — S /2 — �� A 3 HIGH. MONOPOLE . CALE: 1 " T' Q" DONALD A. EXIST T—MOBILE WAVE ��IlNO GPS UNIT & LMU I EXIST T-MOBILE CABLE BRIDGE EXIST T-MOBILE EXIST T=MOB(tE 3106 2.106 CABINET CABINET-TO.REMAI.N °� O19 W/BOOSTER TO BE DARKENED (TO REMAIN) EXIST CHAIN LINK FENCE ELEVATION NOTE: W/1' BARBED WIREe ELEVATION OF EXIST MONOPOLE HAS BEEN .ARBITRARILY SITE INFORMATION EXIST T.—MOBILE _ UTILITY FRAME �. ASSIGNED AS EL 169' 0'f. THIS' IS-APPROXIMATELY4HY0558A T.EXIST GRADE 118'-0"t ABOVE GRADE WHIC.HI WAS ESTIMATED' ASEL' / HY558/SPRINT CENTERVILLE EL 51'$ A.MSL 51''70"t TAKEN FROM U:S..G..S. QUAD MAP, AND DOES . 1047 FALMOUTN RD (RT 28) - ELEVATION NOTE.).(SEE NOT NECESSARILY CORRESPOND"TO ACTUAL ELEVATION ABOVE SEA LEVEL. ALL 'OTHER ELEVATIONS INDICATED HYANNIS, MA 02601 WERE DETERMINED ON THIS BASIS. - - :SHEET TITLE. C NOTE: EQUIPMENT BY OTHERS NOT SHOWN FOR .CLARITY ELEVATION & DETAIL,. ONFIGURATION. ELEVATION 2C SCALE: 1./1 6" = 1 —0 REFER TO LATEST T—MOBILE RF DATA SHEET NUMBER' SHEET FOR FINAL RF DESIGN & BOM.: 0 1 2 3 A 3 _ r '.ORIGINAL. 'SIZE IN, INCHES N THE PROPOSED INSTALLATION & .EXISTING c PLANNING. c SURVEYING MONOPOLE SHALL BE STRUCTURALLY: ANALYZED 0 m ENGINEERING CONSTRUCTION BY A PROFESSIONAL. ENGINEER. LICENSED IN MANAGEMENT a EXIST T-MOBILE 'ANTENNA MASSACHUSETTS (TO BE COORDINATED BY OTHERS) TECTONIC Engineering & Surveying U TO BE. REMOVED & Consult ' 127 ROUTE 300 O n REPLACED (TYP OF 1. PER NEWBURGH NY 12550 is P:C._ EXIST (2) T-MOBILE SECTOR, TOTAL OF 3 Phone: (845), 567-6656. GSM TMA'S TO BE REMOVED _ ) EXIST ANTENNA SCHEDULE Fax- (845) 567-8703, EXIST 118'f SECTOR MAKE QUANTITY MODEL# SIZE i Q D HIGH MONOPOLE EXIST. T=MOBILE :UMTS o o o o ��fl��0 TMA TO BE RELOCATED SECTOR A RFS 1 APX16DWV_16DWVS 55.9x13.3x3.15 21 EXIST T-MOBILE; UMTS 103'MONARCH DRIVE 70 o TMA TO BE RELOCATED SE TOR B RFS 1 APX16DWV 16 WVS LIVERPOOL.NY I3088 x EXIST T.-MOBILE UMTS, C __ D . 55.9x.13 3x3 15 I TMA TO BE.RELOCATED SECTOR C RFS 1 APX16DWV-16DWVS 55.9x13.3x3.15 ®_ � � 15 S GPMM °�, BF,T9 , EXIST (2) T-MOBILE GSM TMA'S TO BE REMOVED . EXIST (2) T-MOBILE GSM TMA'S TO BE REMOVED PROPOSED_ SEE RFDS FOR FINAL 03 MOUNTING PIPE MOUNTIN EQUIPMENT CONFIGURATION I PROPOSED EXIST ANTENNA T N N A PLAN G PIPE PROJECT NUMBER DESIGNED BY 1 6409.0558A TN REV. DATE REVISION DRAWN BY A-4 SCALE: 1/.4' = 1 —O' 0 5/28%13 FOR COMMENT LP _Q 5/13/13 PER COMMENTS LP NEW AIR21 6/26/13 P.ER.COMMENTS AS PROPOSED.T-MOBILE ALPHA ANTENNA SECTOR AIR21 B2A/B4P ANTENNA NEW AIR21 ANTENNA ON PROPOSED MOUNT (SEE EXIST UMTS TMA DETAILS -2/A3 AND 3 & 4/A-4) PROPOSED T-MOBILE ALPHA (SECURE TO EXIST ISSUED BY DATE SECTOR AIR21 B4A MOUNT (SEE /B2P ANTENNA MOUNTING PIPE ON RELOCATED o W/NEW � PROPOSED T-MOBILE UMTS TMA DETAILS 2/A-3 AND 3 & 4/A-4) S.S. HARDWARE). t NEW T-MOBILE PROPOSED FIBER/DC EXIST T=MOBILE FIBER, POWER & PROPOSED T-MOBILE CL JUMPERS FROM CABLE GROUND CABLES UMTS .(2) COAX GAMMA SECTOR AIR21 EXIST 118'f Q DIVIDER TO PROPOSED ANTENNAS JUMPERS B4A/B2P ANTENNA ON HIGH MONOPOLE 3 D ETA) DONAW A. PROPOSED MOUNT (SEE RELOCATED A 4 SCALE: 3/8" - 1'=0" �a DETAILS 2/A-3 AND 3 & 4/A-4) T-MOBILE UMTS TMA NO 31193 PROPOSED T-MOBILE BETA SECTOR �� AIR21 B2A/B4P ANTENNA ON PROPOSED MOUNT (SEE DETAILS 2/A=3 AND 3 & 4/A-4) N - ICE / FIBERT POWER. & SEA. GROUND CABLES G 61 PMMP �. SITE INFORMATION PROPOSED T-MOBILE �q 4HY0558A GAMMA SECTOR AIR21 SF HY558/SPRINT CENTERVILLE B24/B4P ANTENNA ON CTp PROPOSED MOUNT (SEE 4 D ETA I L 1047 FALMOUTH RD (RT 28) DETAILS 2/A-3 AND 3 & 4/A-4) A-4 HYANNIS, MA 02601 PROPOSED T-MOBILE BETA SECTOR AIR21 SCALE: 3/8" 1"0" RELOCATED B4A/B2P ANTENNA ON PROPOSED..MOUNT T=MOBILE UMTS TMA (SEE DETAILS 2/A-3 AND 3 & 4/A=4) SHEET TITLE PROPOSED ANTENNA LAYOUT PLANS CONFIGURATION CABLE DIVIDER DETAIL'S 2 PROPOSED ANTENNA 'PLAN REFER TO LATEST T—MOBILE RF DATA A-4 ` SHEET FOR FINAL RF DESIGN & BOM. SHEET NUMBER SCALE: 1/4" - V-0" .' 0 2 3. A— ORIGINAL SIZE IN INCHES Y sl } REPLACEMENT & PROPOSED ANTENNA STAINLESS, 'STEED TENNA AN HARDWARE. IN _ o a' k ALANN G, SURVEYING 0 ~ ENGINEERING CONSTRUCTION SUPPORT PIPE I . -•• ..MANAGEMENT F. TWO HOLE COPPER ' TECT.ONIC Engineering & Surveying RELOCATED TMA EOMPRESSIO. GROUND CABLE C N Consultants P.C: a T 1279.ROUTE 300 NEWBURGH. NY'12550 ...{... Phone:�(845) $67. .Fax:a (58) 5,75!7. 3 GROUND BAR - EGB a NOTE: ❑ a a ahl pR o 0 1 ELEVATION. 1.. "DOUBLING UP OR. "STACKING" OF ®11 { 703 MONARCH DRIVE POWER PANEL CONNECTION IS NOT PERMITTED.: LIVERPOOL,NY 13088 LOCK WASHER, TYP) -,. 2 OXIDE. INHIBITING.COMPOUND TO BE TELCO CABINET ( FLAT WASHER (TYP: ) USED AT ALL LOCATIONS.. CADWELD DOWNLEADS FROM 3. UPPER UTILITY CONDUITS 3/8"x1 1,/4" HEX EGB, LOWER EGB AND .MGB. EXIST CPS BOLT _ NUT ('TYP ) 4. ALL GROUND LUGS MUST NE HEAT AT -GABLE TRAY/CABLE BRIDGE SHRUNK. WIRE/LUG CONNECTION. MCA1� GD GROUND BAR " EXPOSED BARE COPPER TO BE KEPT TO EXIST .2106. EXIST - GROUND CABLE ABSOLUTE MINIMUM, NO INSULATION ALLOWED. (TO BE 3106 WITHIN THE COMPRESSION TERMINAL (TYPICAL) . DARKENED) . (TO SECTION ."A—A PROJECT(TO :REMAIN) REMAIN) G GROUND saos0556AMeE oesTNNED R BY EGB: e o o s e G R O U N D I N G BAR C 0 N N DETAIL REV DATE REVISION DRAWN BY . . . . 2 . . . . QO 5/26/13 FOR COMMENT LP A 5. Q 6/13/13 PER COMMENTS. LP SCALE: :NTS TO EXIST GROUND CONNECTION. 6/26/13 PER.coMMENTs As . 1 GROUNDING RISER DIAGRAM A-5 SCALE: NTS ISSUED BY DATE TO ANTENNA GROUND LUG ANTENNA GROUND BAR COAX CABLE GfGBE (TOP): SEE NOTE 1. (TYPICAL FOR ALL) STANDARD Cw GROUND KIT'(TYP). NO sf Bell #2 AWG BCW LUG .(TYP) #6 AWG (PROVIDED +te°� �d �► WITH GROUNDING KIT) ANTENNA GROUND BAR . SITE wFORMAnoN CIGBE (BOTTOM) SEE NOTE 1. NOTES: 1.. NUMBER OF GROUND BARS MAY HY558/8PRINT CENTERVILLE (2) #2 AWG BCW VARY DEPENDING ON THE TYPE of 1047 FALMOUTH RD (RT 28)- TOWER. ANTENNA LOCATION AND NIS _ CONNECTION ANTENNA LOCATION HYAN , MA- � 026:01 ' AND CONNECTION-ORIENTATfON. PROVIDE AS REQUIRED. SHEET.TITLE GRADE. 2. A SEPARATE GROUND BAR'TO BE CONFIGURATION DETAILS #2 AWG. BCW USED .FOR GPS UNIT IF REQUIRED: GROUND: RING 2C REFER TO LATEST T MOBILE RF DATA JA SHEET FOR.FINAL RF DESIGN & BOM. SHEET NUMBER 3 ANTENNA. CABLE GROUNDING 0 1 z 3 A-5 A 5 SCALE:. 'NTS, ORIGINAL SIZE .IN INCHES " FROM ANTENNA F NNI G. ° SURVEYING ANTENNA NG ° GONSTRUGTIONNE MA NAGEMENT Engi_n,eering & $Urueying MIC ,Consultants, P.C. - I 1279 ROUTE 300, NEWBURGH, NY 12550 Phone: (845) 567-6656 WEATHER: PROOFING. Fox: .(845) 567-8703 JUMPER CABLE KIT .(TYP) ¶ STANDARD CONNECTOR KIT (TYP) GROUND o 0 of 103 MONARCH DRIVE IN KIT P W A 0 OF G T TY • E THERPR ( ) . ' CABLE DIVIDER LI V ERPOOL,NY.13088 h � ANTENNA CABLE TO CR O V.N a CABLE. TRAY/CABLE COAX GROUND .KIT BRIDGE '(TYP) � FROM. ANTENNA . C FRAME SUPPORT OMMSOO I KIT NO:. GB-04T4—IT OR EQUAL t9 HYBRID CABLE #2 AWG. BCW, .BONDED #2 AWG BC EGB; BONDED TO TO GROUND .WIRE ALONG MONOPOLE/LATTICE TOWER BRIDGE TOCABLE IGBE/MIGB TO BTS UNIT - PROJECT NUMBER* DESIGNED BY . : .. - . . 6409.055BA TN " . . .. ;NOTE: - REV. DATE REVISION DRAWN BY DO NOT INSTALL CABLE GROUND KIT AT A BEND R m®® 0 5/26/13 FOR COMMENT. AND ALWAYS DIRECT :GROUND WIRE DOWN TO CIG$E. . Al 6/13/13� PER COMMENTS �LP HYBRID CAB LE CONNECTION GROUND WIRE TO GROUND 6/26/13 PER COMMENTS AS AND GROUNDING DETAIL BAR CONNECTION DETAIL 2 ISSUED:BY�. ��. 'DATE A-6 SCALE: NTS A-6 SCALE: NTS TO ELECTRJ1200A—_2 MANUAL PROPOSED 6OA-2P DEMARCTRANSFER SWITCH TO REPLACE EXIST EXIST PPC ELECTRIC METER, DOME � � EXIST Ci�r L P 3106 B 3if0s MO (TO EXIST 21,06, REMAIN) (TO. BE 50A-2P DARKENED) (T0. REMAIN) SITE I R ON 30-2P 4NY0558A BOOSTER EXIST GENERATOR RECEPTACLE I 20A-1 P HY558/SPRINT CENTERVILLE GFCI 1047 FALMOUTH ,RD (RT 28) HYANNIS, MA 02601 1 SHEET TITLE , CONFIGURATION DETAILS- SERVICE GROUND PER NEC _ 2C . NOTE:. REFER T6 LE RF DATA CONTRACTOR TO VERIFY EXISTING CONDUCTORS ARE .#6AWG OR .LAR.GER FOR 6.OA CIRCUIT... SHEET FOR LFINAL RFTEST MDESI DESIGN & BOM. SHEEP NUMBER 3 ONE- LINE POWER DIAGRAM 2 3 .A- 6 . .. A-6 SCALE, . NTS :• ORIGINAL SIZE IN INCHES - , " n GENERAL NOTES GEN ERAL NOTES o NVEYING s. u CONSTRUCTION PLANNING. o ENGINEERING MANAGEMENT :COMMENCE ANY WO AT HIS OWN' EXPENSE AL CONTRACTOR -RECEIVE TECTONIC .Engin.eerin.g ,ci',!.urveying 1. CONTRACTOR SHALL NOT :CO WORK UNTIL HE OBTAINS, L 2?'. THE CO SHALL E EIVE CLARIFICATION AND AUTHORIZATION IN WRITING TO PROCEED BEFORE Consultants P.C. f INSURANCE REQUIRED BY T-MOBILE, THE PROPERTY OWNER AND/OR PROPERTY MANAGEMENT COMPANY.. STARTING"WORK' ON Y�NY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONSTRUCTION 1279 ROUTE"aoo . DOCUMENTS. NEWSURGH, NY 12550 .. .. .. �. Phone:�(845) 567-6656 2. THIS,. SET OF PLANS HAS:BEEN PREPARED FOR THE PURPOSES OF MUNICIPAL AND:AGENCY REVIEW AND. Fax:'.(645) 567-6703 APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL 22. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ALL PRODUCTS OR ITEMS NOTED AS CONDITIONS OF .APPROVAL HAVE BEEN SATISFIED AND EACH OF THE DRAWINGS HAVE. .BEEN REVISED TO "EXISTING WHICH ARE NOT FOUND TO BE IN THE FIELD. �j /� INDICATE "ISSUED FOR PERMIT" a m o o 'o o'If/pl 23. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMEN IN Io3 MONARCH DRIVE: ' 3. THIS PLAN IS SUBJECT T0. ALL. EASEMENTS AND RESTRICTIONS OF RECORD. ACCORDANCE' WITH"APPLICABLE CODES AND THE BEST-ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LIVERPOOL,NY 13088 LAND PLUMB.-.AND. TRUE"AS INDICATED ON THE DRAWINGS.. 4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES; LAWS.,AND-.REGULATIONS OF ALL MUNICIPALITIES, UTILITIES .OR OTHER PUBLIC AUTHORITIES. - 24- THE. CONTRACTOR._SHALL COORDINATE HIS WORK AND SCHEDULE. HIS ACTIVITIES AND WORKING HOURS IN -� ACCORDANCE WITH THE REQUIREMENTS OF THE PROPERTY OWNER AND/OR PROPERTY .MANAGEMENT 5. ' THE. CONTRACTOR SHALL. BE RESPONSIBLE FOR. OBTAINING .ALL PERMITS. AND INSPECTIONS THAT MAY BE COMPANY'.' ' REQUIRED BY ANY FEDERAL,: STATE, COUNTY OR MUNICIPAL AUTHORITIES, 25. THE. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE .WORK OF OTHERS 6.. THE CONTRACTOR SHALL :NOTIFY THE: CONSTRUCTION MANAGER, IN. WRITING., OF .ANY' .CONFLICTS; ERRORS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY.OTHER PORTIONS OF THE WORK. OR OMISSIONS .PRIOR TO. THE SUBMISSION OF BIDS OR PERFORMANCE. OF WORK. : MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THIS 26. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE PROJECT IN ACCORDANCE WITH THE OVERALL INTENT OF THESE DRAWINGS. MAN.UFACT.URER'S .RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OR WHERE LOCAL CODES OR REGULATIONS MAY :TAKE. PRECEDENCE. 7.. .THE CONTRACTOR .SHALL,BE RESPONSIBLE FOR„PROTECTING. ALL EXISTING SITE. IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE.CAUSED .AS A RESULT OF .27. THE CONTRACTOR SHALL REPAIR ,ALL EXISTING SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT PROJECT NUMBER' DESIGNED BY CONSTRUCTION. OF THIS .FACILITY. - 64os.0558A TIN ' THEY .MATCH. AND. BLEND WITH ADJACENT SURFACES., - . . REV: DATE REVISION - DRAWN BY 8, THE SCOPE OF WORK FOR THIS .PROJECT. SHALL. INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND 28' THE. CONTRACTOR. SHALL .KEEP CONTRACT AREA .CLEAN, HAZARD FREE .AND DISPOSE. .OF ALL. DEBRIS AND 5/28/13 FOR.COMMENT LP LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL: BE 1 6/I3/13 PER COMMENTS: LP WITH THE MANUFACTURER'S RECOMMENDATIONS, REMOVED. LEAVE PREMISES .IN CLEAN CONDITIONS.AND FREE FROM PAINT SPOTS, DUST OR SMUDGES 6/26/13 PER COMMENTS AS OF ANY NATURE:" .THE CONTRACTOR SHALL .BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL 9. THE CONTRACTOR SHALL .VISIT THE PROJECT SITE PRIOR .TO SUBMITTING. A BID TO VERIFY THAT THE COMPLETION OF. CONSTRUCTION. PROJECT CAN BE CONSTRUCTED IN. ACCORDANCE WITH THE CONTRACT DOCUMENTS. 29. BEFORE FINAL. ACCEPTANCE OF THE WORK, THE .CONTRACTOR. SHALL REMOVE ALL EQUIPMENT, 10. POWER TO THE FACILITY IS MONITORED BY AN EXISTING METER:. TEMPORARY WORK, UNUSED AND 'USELESS MATERIALS, RUBBISH AND TEMPORARY STRUCTURES. ISSUEo.er'. DATE 11. ALL STRUCTURAL ELEMENTS SHALL, BE HOT DIPPED GALVANIZED STEEL. 30. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF MASSACHUSETTS BUILDING CODE 7TH EDITION (BASED. ON IBC 20,03), AND ALL OTHER APPLICABLE-CODES AND ORDINANCES. 12. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO. LOCATE ALL UTILITIES PRIOR TO EXCAVATING. 31. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS 13. IF ANY PIPING EXISTS BENEATH THE SITE AREA, CONTRACTOR MUST LOCATE IT AND CONTACT OWNER'S AFFECTING. THE PROPOSED WORK AND SHALL. MAKE PROVISIONS AS TO THE COST THEREOF. REPRESENTATIVE. CONTRACTOR .SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF .WITH ALL CONTRACT DOCUMENTS, ► FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED, AS r4.. SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION ANY DISCREPANCIES SHALL BE BROUGHT TO THE 14. THE CONSTRUCTION CONTRACTOR. IS SOLELY RESPONSIBLE FOR DETERM.I.NING ALL CONSTRUCTION. MEANS ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT'OF WORK-. ' lWL AND METHODS. THE CONSTRUCTION CONTRACTOR IS ALSO RESPONSIBLE FOR ALL JOB SITE.SAFETY. ��$�� 32. PLANS ARE NOT! TO'BE .SCALED: THESE PLANS ARE INTENDED To BE A DIAGRAMMATIC OUTLINE :ONLY 15. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ELEVATIONS ANGLES AND `EXISTING CONDITIONS AT - 0 0 S UNLESS OTHERWISE NOTED.. . THE WORK. SHALL INCLUDE FURNISHING MATERIALS, .EQUIPMENT .AND. THE SITE, PRIOR TO FABRICATION, .AND/OR. INSTALLATION OF. .ANY WORK IN THE CONTRACT AREA AND APPURTENANCES-AND .LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE. � E� SUBMIT, TO THE .ENGINEER ANY DISCREPANCIES FROM THEN DRAWINGS. DRAWINGS. 16. THE ,CONTRACTOR IS TO REVIEW ALL DRAWINGS AND SPECIFICATIONS IN :THE .CONTRACT DOCUMENT SET. 33. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WQRK AREA, ADJACENT.AREAS AND; SITE INFORMATION THE CONTRACTOR SHALL COORDINATE ALL WORK SHOWN. .IN .THE SET. OF DRAWINGS. THE CONTRACTOR_ BUILDING, OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. . WORK .' SHALL PROVIDE A COMPLETE SET OF DRAWINGS TO ALL SUB-CONTRACTORS AND RELATED PARTIES. SHALL CONFORM TO ALL .OSHA REQU.IREMENTS. 4HY0558A THE SUB-CONTRACTOR SHALL EXAMINE ALL THE.DRAWINGS AND SPECIFICATIONS FOR THE INFORMATION HY558/SPRINT. CENTERVILLE THAT AFFECTS THEIR WORK. 34. CONTRACTOR SHALL SUPERVISE AND. DIRECT THE WORK USING. THE BEST :CONSTRUCTION SKILLS AND 1047 FALMOUTH RD ;(RT 28,) ATTENTION. CONTRACTOR SHALL' BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, Y 17. ,DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO TECHNIQUES, :SEQUENCES AND. PROCEDURES AND FOR COORDINATING ALL PORTIONS' OF THE 'WORK. HYANNIS, MA 'OZ6O.1 SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE: INCLUDED AS PART OF THE UNDER CONTRACT, UNLESS OTHERWISE NOTED. WORK, . . - .SHEET TITLE 18. ALL MATERIAL PROVIDED BY T-MOBILE IS TO BE REVIEWED BY THE CONTRACTOR AND ALL APPLICABLE NOTES, CONFIGURATION SUB-CONTRACTORS- PRIOR TO INSTALLATION. ANY DEFICIENCIES TO PROVIDE MATERIALS. SHALL BE , BROUGHT TO THE CONSTRUCTION MANAGER'S ATTENTION IMMEDIATELY, 2 C 19. THE .MATERIALS INSTALLED SHALL MEET REQUIREMENTS OF CONTRACTORS DOCUMENTS. NO REFER.To LATEST T-MOBILE RF DATA SUBSTITUTIONS ARE ALLOWED. SHEET FOR FINAL RF DESIGN & BOM. SHEET NUMBER 20'. .INCORRECTLY FABRICATED; DAMAGED OR OTHERWISE MISFITTING OR CONFORMING MATERIALS OR 0 1" 2 3 CONDITIONS: SHALL BE REPORTED TO THE ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE,ACTION.. ANY: - SUCH ACTION SHALL REQUIRE ENGINEER APPROVAL. ORIGINAL SIZE IN INCHES ' - . I GROUNDING NOTES o_'PLANNING. c SURVEYING 4 ENGINEERING o CONSTRUCTION: MANAGEMENT . 1. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. TECTONIC Engineering & Surveying 2: ALL GROUNDING WORK SHALL BE IN ACCORDANCE WITH T—MOBILE STANDARD PRACTICE. Consultants P.C., 1279 ROUTE 300 3. ALL BUS CONNECTORS SHALL BE TWO-HOLE, LONG-BARREL TYPE COMPRESSION LUGS T&B OR .EQUAL, NEWBURGH, NY 12550 Phone:..(845) 567-6656 - { UNLESS OTHERWISE NOTED ON DRAWINGS. ALL LUGS SHALL BE ATTACHED TO BUSSES USING BOLTS, Fax:.(64s> 567-8Y03 NUTS, AND LOCK WASHERS. NO. WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING 'GROUNDED. 4. ALL CONNECTORS SHALL BE CRIMPED USING HYDRAULIC CRIMPING TOOLS, T&B.#TBM 8 OR 'EQUIVALENT. o ® ,® ©Mobile 5. ALL CONNECTIONS SHALL BE .MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE.FILED TO 103 MONARCH DR1ws ENSURE PROPER CONTACT: NO WASHERS ARE ALLOWED BETWEEN .THE ITEMS BEING GROUNDED. ALL .LIVsRPOOL,NY 13083 CONNECTIONS ARE TO HAVE A NON=OXIDIZING AGENT APPLIED PRIOR TO. INSTALLATION: 6. ALL COPPER BUSSES SHALL BE CLEANED, POLISHED, AND. A NON-OXIDIZING AGENT APPLIED. NO FINGERPRINTS OR DISCOLORED COPPER WILL BE PERMITTED. A' T 7. ALL BENDS SHALL BE AS SHALLOW AS POSSIBLE, WITH NO TURN SHORTER THAN AN 8—INCH NOMINAL RADIUS. 8. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND ANNEALED #2. ALL. GROUNDING CONDUCTORS SHALL .RUN THROUGH PVC SLEEVES WHEREVER CONDUCTORS RUN THROUGH :WALLS, FLOORS, OR CEILINGS. 1F CONDUCTORS MUST RUN THROUGH EMT, BOTH ENDS OF CONDUIT SHALL BE GROUNDED. SEAL BOTH, ENDS OF CONDUIT WITH SILICONE CAULK. 9'. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 10 OHMS. IF THE RESISTANCE VALUE IS.EXCEEDED, NOTIFY THE PROJECT MANAGER FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. R PROJECT NUMBER DESIGNED BY 6469.05587 TN 10. ALL ROOF TOP ANTENNA. MOUNTS SHALL BE GROUNDED WITH A #2 GROUND WIRE CONNECTED,TO THE REV DATE REVISION DRAWN BY NEAREST GROUND BUS. ALL CONNECTIONS ARE TO BE CAD—WELDED, IF POSSIBLE. Qo 5/28/13 FOR COMMENT LP 11. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL 6/13/13 PER COMMENTS. LP GROUNDING TESTS FOR .APPROVAL. SUBMIT TEST REPORTS TO THE PROJECT MANAGER: 0. 6/26/13 PER COMMENTS AS 12. GROUNDING CONNECTION TO TRAVEL IN A DOWNWARD DIRECTION. 13. ALL EXPOSED #2 WIRE MUST BE TINN NOT BTW: 14. TECTONIC TAKES NO RESPONSIBILITY OR LIABILITY FOR THE GROUNDING SYSTEM AS SHOWN ON THIS I ISSUED BIY. DATE SITE. THIS IS A STANDARD GROUNDING SYSTEM: l.D e4. some CAVIL ►�ae Leo . h - SITE INFORMATION 4HY0558A HY558/SPRINT CENTERVILLE 1047 FALMOUTH RD .(RT 28) HYANNIS,, MA 02601 - SHEET-TITLE. . . CONFIGURATION NOTES 2C REFER TO LATEST T—MOBILE RF DATA SHEET FOR FINAL RF DESIGN & BOM. SHEET NUMBER 0 1. 2 3 A- 8 ORIGINAL .SIZE .IN. INCHES I i MetroPCS, (0�r7 _ VDlIfl71t Yourself+ TON iroP S285THIRD BILLERICA ILOOROAD f/ ® �Q1/ ; —9 g�� Q, j f� CHELMSFORD, MA met _- _, i 01824 TEL (978) 244-7200 Un��mt � � ' ■ FAX (978) 244-7240 �S "_ HYNO016A AADVANCED ENGINEERING GROUP, P.C. CN En h:4dng-:e Dmlopmem Sweft- Telec°mmureratwns CROWN 875052 HYANNIS �;°�Hr FHSf�PPPINLY�aM ON14 iex:w1-eaJ-ess4 1047 FALMOUTH ROAD HYANNIS, MA 02601 'A OF a�4,1 1 BARNSTABLE COUNTY MARCR. CHAEZIEN CIVIL- No.40 ^ SITE TYPE: BACKHAUL INSTALLATION ON EXISTING MONOPOLE E WEER/LA bf9l1R OO IT IS A VIOLATION OF LAW FOR ANY PERSON, SITE INFORMATION: VICINITY MAP APPROVALS UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, PROPERTY OWNER: FIELD CORPORATION SCALE: NTS LANDLORD: TO ALTER THIS DOCUMENT. 1047 FALMOUTH ROAD _ _ REVISIONS HYANNIS,MA 02601 TOWER OWNER: CROWN CASTLE FIELD CONST.MGR:- - Qtiiygti' _ 500 WEST CUMMINGS PARK,SUITE 6500 �p RF ENGINEER: WOBURN,MA 01801 y ��� SITE ACQUISITION AGENT: TOWER OWNER SITE ID. SITE NO.875052 - Zvi 1%.;` _ - APPLICANT: . METRO PCSp ARCHITECT/ENGINEER: 285 BILLERICA ROAD / Ry\ LHELMSFORD,MA01824 !15 + " SHEET INDEX (978)244-7000 - fy�.f... a 1 I ISSUED FOR REVIEW SITE ADDRESS. FALMOUTH A � +'o' � I - EV E 1047 FALMOU ROD tm. DWG. DESCRIPTION REV. 0 08 17 12 HYANNIS,MA 02601 lm :.ems.:• !r; f a1,mUR REV. # DATE DESCRIPTION COUNTY: BARNSTABLE I �� ,F T-1 TITLE SHEET 0 IG - PROJECT N0. DESIGNED BY: MRC SCALE: LATITUDE: N 41' 39' 32.184" ,: _ - SITE GN-1 GENERAL NOTES 0 HrNDOLaA ORAwN BY: ea AS SHOWN LONGITUDE: W 70° 19' 32.808" - _ - �:'.'� CHECK'D BY: MRC U�' a A-1 PLOT PLAN AND NOTES 0 ZONING CLASSIFICATION: RESIDENTIAL,D-1 - -� - 'A �• a A-2 SITE NAME: ZONING JURISDICTION: TOWN OF HYANNIS •� � � .z.. COMPOUND PLAN 0 TAX ID PARCEL NUMBER: MAP:250 PARCEL:004 � "'J^�`'-^-- A-3 RF ANTENNA SCHEDULE AND ELEVATION 0 7L=� 1 --a HYNO016A ARCHITECT ENGINEER: ADVANCED ENGINEERING GROUP,P.C. '� yy''--�+, 'jam J 1ym' A-4 CONSTRUCTION DETAILS - 0 500 NORTH BROADWAY S�• 'Jpa:s�- rd EAST PROVIDENCE,RI02914q I _ CROWN 875052 c�sdS31e"IRiJ T jJj POWER COMPANY: NATIONALGRID I .�( + I - . HYANNIS 25 RESEARCH DRIVE -B WESTBOROUGH,MA 01582 �P (508)389-2000 ".r trl, DO NOT SCALE DRAWINGS �•\ a: SITE ADDRESS: TELEPHONE COMPANY: VERIZON CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE 1047 FAWOUTH ROAD BoSTON 185 FR STREET l ` JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN HYANNIS,MA 02601 ,M MAA 02107 /y ! (800)941-9900 ( / WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR P SAME. SITE ACQUISITION MANAGER: KELLIE DUNN - - -7Y -` ��-- V " DRAWING TITLE: (978)244-7200 CONSTRUCTION MANAGER: DAVEBEAN DRIVING DIRECTIONS PROJECT DESCRIPTION (978)244-7200 TITLE SHEET FROM BILLERICA ROAD TAKE RAMP RIGHT FOR US-3 SOUTH,TAKE RAMP FOR 1-95 NORTH T,AT EXIT 37A,TAKE RAMP 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE OPS CONTACT: MIKE WILBANKS RIGHT FOR I-93 SOUTH TOWARD BOSTON,KEEP LEFT ONTO SR-3/PILGRIMS HIGHWAY SOUTH,KEEP STRAIGHT ONTO US-44 TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR (978)244-7280 SOUTH,STAY STRAIGHT ONTO SR-3 SOUTH,ROAD NAME CHANGES TO US-6/MID-CAPE HIGHWAY,AT EXIT 6,TAKE RAMP SERVICE. RIGHT FOR RT-132 SOUTH TOWARD BARNSTABLE/HYANNIS,BEAR RIGHT ONTO SR-132/IYANNOUGH ROAD,TURN RIGHT 2. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. DRAWING NO: ONTO OLD STRAWBERRY HILL ROAD,TURN RIGHT ONTO SR-28/FALMOUTH ROAD,FOLLOW SR-28 SITE IS ON THE LEFT 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. T 6. METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF I ONE TRIP PER MONTH AT ONE HOUR PER VISIT. GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES: P`` 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318. ACI 336, ASTM A184, 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS m C®1' '� A 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. -" �..- ' CONTRACTOR - METRO PCS OF THE NEC AND TELCORDIA. 1 SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) -UnlirnitYourself.°- - OWNER - METROPCS MASSACHUSETTS, LLC 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND - - OEM - ORIGINAL EQUIPMENT MANUFACTURER NOTED OTHERWISE. A HIGHER STRENGTH (40OPS1) MAY BE USED. ALL CONCRETE WORK SHALL BE IN TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO ACCORDANCE WITH THE ACI 381 CODE REQUIREMENTS CONTRACTOR FOR APPROVAL. 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY 285 BILLERICA ROAD TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE THIRD FLOOR ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC THE NEC AND TELCORDIA. CHELMSFORD, MA BROUGHT TO THE ATTENTION OF CONTRACTOR. UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD,UNO. 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 01824 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 5. EACH END OF EVERY POWER, GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH TEL (978) 244-7200 APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL FAX (978) 244-7240 NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF SHOWN OTHERWISE ON DRAWINGS: ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGAINST EARTH........3 IN. ). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC OSHA,AND MATCH .. THE PERFORMANCE OF THE WORK. CONCRETE EXPOSED TO EARTH OR WEATHER: EXISTING INSTALLATION REQUIREMENTS. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY //6 AND LARGER ..........................2 IN. 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. AND SMALLER & WWF A.........RTH ORR IN.WEATHER ( ) CONCRCRETE NOT EXPOSED TO EA TAPE 3M BRAND, % INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EOUAL PHASE CONDUCTOR OR NOT CAST AGAINST THE GROUND: COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY, SLAB AND WALL ..........................31, IN. BEAMS AND COLUMNS ................1)s IN. 7. ALL ELECTRICAL COMPONENTS SHALL THEIR CLEARLY LABELED WITH ENGRAVED LAMATION, WIRE PLASTIC LABELS. ALL ADVANCED 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, _ EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, � APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 5. A CHAMFER -Y4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE POWER OR AMPACITY RATING,AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). ENGINEERING GROUP, P.C. DRAWINGS. WITH ACI 301 SECTION 4.2.4. CMI Engln¢wing-Ske Development Suwe ng- 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE Telecommuniceeons 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. spo NomN eNaov.Y MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RNA PORE 9�1 N914 RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. rAr:poi-en-ass. B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE STAINLESS STEEL OR HOT DIPPED (#34 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. FOR 90-C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. 7. CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN UNLESS OTHERWISE SPECIFIED. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. 50 CUBIC YARDS 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG OR (IBC1905.6.2.3) IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING SUPPLIER; RATED FOR 90-C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM aviA OF U4,r AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE (A) RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. USED, UNLESS OTHERWISE SPECIFIED. - � 'S9L., SATISFACTION OF THE OWNER. (B) CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE ��O MARC R. J� 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS CONDUCTOR #3 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED 8. AS AN ALTERNATIVE TO ITEM 7. TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR CHRETIE 4. SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. EVERY 50 YARDS OF CONCRETE FROM EACH DIFFERENT BATCH PLANT. 13. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 9. EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED, OR 90 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE �� C F UNLESS IT IS VERIFIED BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. RATED FOR (WET AND DRY OPERATION;WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION O NO. 313 13. THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE USED, UNLESS OTHERWISE SPECIFIED. SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, STRUCTURAL STEEL NOTES: 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 1. ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED iN ACCORDANCE WITH THE DRAWINGS AND WIRENUTS BY THOMAS AND SETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO !• �;%'p� METRO PCS SPECIFICATION 25252-000-3PS-GET-00001 UNLESS OTHERWISE NOTED. STRUCTURAL STEEL LESS THAN 79C (99C IF AVAILABLE). �y�; 14. SUBCONTRACTOR SHALL NOTIFY ADVANCED ENGINEERING GROUP, P.C.48 HOURS IN ADVANCE OF SHALL BE ASTM-A-46 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS. STEEL DESIGN, ENGINEER LfUV S'. -Rg� POURING CONCRETE OR BACKFILLING TRENCHES, SEALING ROOF AND WALL PENETRATIONS & POST INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH �d`�T v V DOWNS, FINISHING NEW WALLS OR FINAL ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. CONSTRUCTION (AISC) "MANUAL OF STEEL CONSTRUCTION". NEMA, UL,ANSI/IEEE,AND NEC. IT IS A VIOLATION OF LAW FOR ANY PERSON, 15. CONSTRUCTION SHALL COMPLY WITH METRO PCS SITES. 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. UNLESS THEY ARE ACTING UNDER THE DIRECTION AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT(I.E., RIGID PVC SCHEDULE 40, OR OF A LICENSED PROFESSIONAL ENGINEER, 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. PAINTED SURFACES SHALL BE TO ALTER THIS DOCUMENT. ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE TOUCHED UP. RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO INDOOR LOCATIONS. ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3fi"O) AND SHALL HAVE MINIMUM 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC REVISIONS 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY OF TWO BOLTS UNLESS NOTED OTHERWISE. CONDUIT(RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. - SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE%" DIA. ASTM A 307 BOLTS UNLESS 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC)SHALL BE USED FOR OUTDOOR LOCATIONS EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN NOTED OTHERWISE. ABOVE GRADE. APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. MUST BE TAKEN WHEN WORKING 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN 20. RIGID NONMETALLIC CONDUIT(I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE 18. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EO MUST SHOULD BE SHUTDOWN PRIOR TO RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO THE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN MANUFACTURERS RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. MONITORS ARE TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN 21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-TITE FLEX) SHALL BE USED INDOORS AND SITE WORK GENERAL NOTES. MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. STEEL OR HOT DIPPED GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF APPROVED EQUAL. 0 08�17�12 ISSUED FOR REVIEW LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. CONSTRUCTION. 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW & APPROVAL ON PROJECTS. REV. # DATE DESCRIPTION REQUIRING STRUCTURAL STEEL 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE WITH NEMA, UL,ANSI/IEEE,AND NEC. ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR PROJECT NO. DRAWNEB BY: MRC SCAI-E: THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. 7. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 24. CABINETS, BOXES,AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. DRAWN BY: Ba AS SHOWN EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING SOIL COMPACTION NOTES FOR SLAB ON GRADE: - HYNODIBA CHECK•D BY: MRC PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION 8) CONFINED 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. PLACE CRUSHED STONE AS REQUIRED. (OR BETTER) OUTDOORS. SITE NAME: 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS, 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES,AND PULL BOXES SHALL BE GALVANIZED OR HYN0016A TECHNICIAN OR ENGINEER IS ACCEPTABLE. EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50,AND RATED NEMA 1 (OR BETTER) INDOORS, 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE OR NEMA 3R (OR BETTER) OUTDOORS REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED SOIL" BASE SHALL CROWN 875052 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS BE COMPACTED WITH "COMPACTION EQUIPMENT', LISTED BELOW, TO AT LEAST 90% MODIFIED PROCTOR 27. METAL RECEPTACLE, SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON- MAXIMUM DENSITY POER ASTM D 1557 METHOD C. CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) EQUIPMENT AND TOWER AREAS. HYAN N IS FILL PLACED ON FROZEN GROUND. FROZEN MATERIALS, 4. COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED. PROVIDE 6" MINIMUM CRUSHED STONE OR INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 6. NO FILL OR EMBANKMENT MATERIAL SHALL GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 28. NONMETALLIC RECEPTACLE, SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND SNOW OR ICE SHALL NOT BE PLACED IN ANY FLL OR EMBANKMENT. 100% PASSING F1 SIEVE. RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. - 7. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO SITE ADDRESS: FINISHED SURFACE APPLICATION. 5. AS AN ALTERNATE TO ITEMS 2 AND 3, THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR VIBRATORY PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND-OPERATED SINGLE DRUM BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 1047 FALMOUTH ROAD B. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE VIBRATORY ROLLER (SUCH AS SOMAG BW 55E). AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND HYANNIS,MAO2�1 WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE. DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS B SAFEGUARD OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND/OR LOCAL UTILITIES. COMPACTION EQUIPMENT: AGAINST LIFE AND PROPERTY. DRAWING TITLE: 9. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE 1. HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK N ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC A TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO COMPACTOR. AND ALL APPLICABLE LOCAL CODES. PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. s 32. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO GENERAL NOTES CONSTR�)C_.TInN NOTES: EQUIPMENT IS NOT BLOCKED. 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. - EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE 1. FIELD VERIFICATION: WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, METRO PCS ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE REPLACED. 11. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE METRO PCS SPECIFICATION FOR SITE SIGNAGE. 2. COORDINATION OF WORK: DRAWING NO: SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. 3. CABLE LADDER RACK: GN - 1 SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT ASREQUIRED TO SUPPORT.CABLES TO THE NEW BTS LOCATION. e _ GENERAL NOTES: HALF SIZE PRINT '^J ` THIS DRAWING IS SCALEABLE 1, FIELD SURVEY DATE: N/A Metr—OPC.S.. AT HALF THE NOTED SCALE 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 -° - r� ZONING Q {� (NAVD88) tonmimit Yourself. L OQN/TU/G►Gr OVER/ /'• 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983(NAD83) ' DISTRICT L/7 4. SITE CONTROL POINT: CENTER OF EXISTING MONOPOLE 285 BILLERICA ROAD LATITUDE: N 41'39'32.184" LONGITUDE: W 70'19'32.808" THIRD FLOOR APPROX.PROPERTY CHELMSFORD, MA LINE 5.°PROPERTY OWNER: RELD CORPORATION 01824 1047 FALMOUTH ROAD HYANNIS,MA 02601 TEL (978) 244-7200 FAX (978) 244-7240 6. SITE NUMBER: HYNO0I6A 7. SITE ADDRESS: 1047 FALMOUTH ROAD HYANNIS,MA 02601 / 8. APPLICANT: MET285 OPCSBILLS ICASROAD,THIRD L O �. 285 BILLERICA ROAD,TNIRD FLOOR CHELMSFORD,MA 01824 (978)244-7000 wo / 9. JURISDICTION: TOWN OF HYANNIS ENGINEERING GROUP, P.C. - O � / / 10.- TAX ID: � MAP 250 BLOCK 004 LOT D CMI EnglneeArg-SeeDexelopmemSunreyinq- ZONING A TeI_m.N.do � 11. DEED REFERENCE: DEED BOOK: 1399 PAGE 183 sao xamx aaowle. ZpNIN� H - �FPt_OFx�,EaTR1029H ow — , 12. PLAN REFERENCES: TOWN OF BARNSTABLE/HYANNIS ASSESSORS FNC al-uu-vsx wo MAPS&PLAN REFERENCES AS INDICATED _ MAP 250 , / BELOW r PARCEL O65 , / — � 13. ZONING JURISDICTION: RESIDENTIAL,D-1 14. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD,THE CONTRACTOR SHALL r wo MAP 250 (C) 11ETRC"CS 15 WIDE / 1 � wo � LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO ANY SITE WORK. " N/F PARCEL 027-X01 MAP 250 II A CE S �Stt'EIVT TO 1 wo CALL THE FOLLOWNG FOR ALL PRE-CONSTRUCTION NOTIFICATION 72-HOURS OWNER:RELD CORPORATION � I ' PARCEL 023-XO1 !, OLL 1 �ACCESS w wo wo I PRIOR TO ANY EXCAVATION ACTIVITY: q1�j Q��{qa MAP 250 PARCEL 004 " P)�i ETROPCS iG-C'x70 -0--�„ DPI S/ 1 wo DIG SAFE SYSTEM(MA,ME,NH,RI,VT): 1-888-344-7233 QL' `�` _ a L'tNT FRG'.4o.1047 FALMOUTH ROAD ^d' °;, ' ( LL-/SE AREA.WITH!I, IP) 'I PUBLIC • ' � � 2 8� ' � � CALL BEFORE YOU DIG(CT) 1-800 922-4455 HYANNIS MA D2601 � EXPITP°Dc'D FENCED CO'AGOUND J (R :T AREA .83 ACRES f$"- j R D P D , 1 15. PROPERTY LINE INFORMATION IS COMPILED FROM ASSESSORS PLAN AND RECORD �°'� MARC R. DOCUMENTS AND IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE \ ` A L 1 1 wo RESULT OF AFIELD BOUNDARY SURVEY,AND IS SUBJECT TO CHANGE AS AN �d CI-IRE'rl Ed C% 25 / / ' F ACCURATE FIELD SURVEY MAY DISCLOSE.A FULL BOUNDARY SURVEY WAS NOT PARC 027 %02", wo ow. - ' ' PERFORMED. CIVI 16. THE SITE IS LOCATED IN FLOOD HAZARD ZONE C(AREAS OF MINIMAL FLO(DING) No. 31 AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP FOR THE TOWN OF HYANNIS, _ t IE)1.STORY BUII F'iIJG h ' MA-BARNSTABLE COUNTY-COMMUNITY PANEL NUMBER: 250001 0005 C :q,+ w - '� 0 1- EFFECTIVE DATE: SEPTEMBER 15,1978. ` �• ' PARCELMAP 00225%OA `' �� vLoj 4 ALE � 17. BEARING SYSTEM OF THIS PLAN 1S BASED ON TRUE NORTH.TRUE NORTH WASI,�^, 1 MAP 250 ''o�,"Q 5;\ \` �''p ! � ESTABLISHED FROM EXISTING PLAN REFERENCE.IT IS NOT INTENDED TO BE AN ENGINEER LA1�D$l�VQ PARCEL 005 N- +:VY' \ / / ' ' EXACT REPRESENTATION OF TRUE NORTH. IT IS A VIOLATION OF LAW FOR ANY PERSON, ZONINGD/ UNLESS THEY ARE ACTING UNDER THE DIRECTION PAVED PARKING\\ / / � ' LEGEND OF A LICENSED PROFESSIONAL ENGINEER, 11 00 (a I AR _ ..�^" TO ALTER THIS DOCUMENT. 000 00 µ �-,.,.+•^""179,3 / —(F)FENCEDCOMPOUND!TO / MAP 250 BE EXT'TIDED) REVISIONS . ' 9 / PARCEL 001 ` — — — — — — PROPERTY LINE 'r ttET^nGPCS 10' YSDE C' ABUTTING PROPERTY LINE ' UTILITY EASEMENT TO 360 EXIST.CONTOUR FOLLO-N!P)U/G ELECT ) ' FROM(E)UTILITY^TOLE / X X -- EXIST.CHAIN LINK FENCE ' .MAP 249 P X X PROP.CHAIN LINK FENCE ' PARCEL 069 / (Y�,^(�i—y-y-y— EXIST.TREE LINE EXIST.STREET LAYOUT y / EXIST.EASEMENT 0 08/17/12 ISSUED FOR REVIEW S --OFI.v rnfv---- EXIST.OVERHEAD UTILITIES . oHw OHw PROP.OVERHEAD UTILITIES REV # DATE DESCRIPTION JG/E,/l EXIST.UNDERGROUND UTILITIES PROJECT N0. DESIGNED BY: MRC SCALE: UG/E/T PROP.UNDERGROUND UTILITIES HYNOOI SA DRAWN BY: B_ AS SHOWN r CHECK'D BY: MRC I_ EXIST.UTILITY POLE(/XX% 2 ZONING BOUNDARY LINE SITE NAME: Z/ RESIDENTIAL, RD.I ZONING DISTRICT HYN0016A CROWN 875052 / ZONING SUMMARY TABLE HYANNIS / ZONING DISTRICT: RESIDENTIAL,0-1 ASSESSORS MAP: MAP 250 PARCEL 004 / PROPOSED USE: WIRELESS COMMUNICATION FACILITY SITE ADDRESS: / DIMENSION: REQUIRED MINIMUM PROVIDED 1047 FALMOUTH ROAD \ / LOT AREA 43,560 SO FT .83 ACRES HYANNIS,MA02601 / LOT FRONTAGE 20 FT 158E FT DRAWING TITLE: FRONT YARD SETBACK' 100 FT 1073 FT SIDE YARD SETBACK' 10 FT 663 FT PLOT PLAN REAR YARD SETBACK' 10 FT 133t FT PLOT PLAN AND NOTES q_1 SCALE: 1=120 •DIMENSIONS MEASURED FROM CLOSEST EQUIPMENT TO NEAREST LOT LINE LEGEND ' NOTES 0' 60' 120' 240' 120' DRAWING N0: I. PLOT PLAN BASED MASSGIS ASSESSOR'S PARCEL MAPPING DATA AND TAX MAPS FROM THE (F)-FUTURE TOWN OF HYANNIS.PROPERTY LINES ARE APPROXIMATE ONLY. (E)=EXISTING 2. SETBACKS ARE TAKEN FROM THE CLOSEST POINT OF EQUIPMENT TO PROPERTY LINES. (P)=PROPOSED A- 1 (AOL)=ABOVE 3. A METES AND BOUNDS SURVEY WAS NOT CONDUCTED BY ADVANCED ENGINEERING GROUP,P.C. GROUND LEVEL HAIt LF SIZE PRINT NOTE: AN ANALYSIS OF THE EXISTING MONOPOLE mr®P�S) TO SUPPORT THE PROPOSED LOADS IS TO BE THIS DRAWING IS SCALEABLE e . COMPLETED BEFORE THE START OF CONSTRUCTION, AT HALF THE NOTED SCALE UnliMit Yourself- 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 FAX (978) 244-7240 (E)METP.OPCS EQUIP. ON(E) STEEL BEAMS 014 A CONCRETE PAD Vn1F11fJ A V.1' ;i'rI G'-0"(180 S0. / - FT.)LEASE AREA.7JITHIN(E) FENICED COMPOUND (P)(2)3/8"0 CABLES TO FOLLOW(E) (P)RADIO UNIT TO BE INSTALLED CABLE RUN WITHIN(E)ERICSSON CABINET A-4 G(M/ADVANCED ENGINEERING GROUP, P.C. GMI Engineed�g-SRe Development Surveying- CMI,mmuni flans 500 N-8- -DEN E.RI02914 FA Q 11 (ABLE BRIDGE, MARC R. P / CHRETIE s CIV, P)METROPCS(1)2'DISH ANTENNA AND(1) NO.�. / i { 1'DISH ANTENNA MOUNTED TO(P)UNIVERSAL RING MOUNT WITH A(P)1'STANDOFF ON(E) / r / L�_,_,-_•I F 51 MONOPOLE, TYP. OF(2) Al A2y!�r ENGINEER/M Y V OF LAW FOR ANY PERSON, UNLESS IT IS ATHEY�ARE NAD ING UNDER THE DIRECTION - I OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 1 5 REVISIONS I' a<s METRCPCS PANEL A.NTEIW;F —S� / / MOUNTED TO fElrMONOPOLE 11 PER SECTUR, 1,1AL OF / —� 0 OS/17/12 ISSUED FOR REVIEW REV. # DATE DESCRIPTION / �•��`—��— `—`JJ—•—�`— ��"�� /' PRQIECT N0. DESIGNED BY: MRC SCALE: / R; / HYN0016A DRAWN BY: BDJ AS SHOWN CHECK'O BY: MRC a SITE NAME: / HYNO016A CROWN 875052 HYANNIS TRUE NORTH COMPOUND PLAN SITE ADDRESS: q_2 SCALE: 1 4=—1-0 1047 FALMOUTH ROAD HYANNIS,MA 02601 0' 2' 4' 8' 12' DRAWING TITLE: COMPOUND PLAN LEGEND DRAWING NO: ' (F)=FUTURE (E)= STING A-2 (P)=PROPOSED (ACL)=ABOVE GROUND LEVEL HALF SIZE PRINT ` NOTE: AN ANALYSIS OF THE EXISTING MONOPOLE - THIS DRAWING IS SCALEABLE metro 1, a0- TO SUPPORT THE PROPOSED LOADS IS TO BE AT HALF THE NOTED SCALE - A COMPLETED BEFORE THE START OF CONSTRUCTION. M Unllrnit Yourself 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 �z OFF)ANTENNAS ELEV AGL L_ FAX (978) 244-7240 (E) 'JETROPCS PANEL—, - - ` ANTENNAS(1 rER SECTOR, - .. TOTAL OF 3)LiOUNED TO \� (F)i!ONGPGLE I �G (I.)MEIROPCS PAt&L ANTENNAS El = 110'± ACL �i NADVANCED ROF(P)DISH ANTENNAS ELEV= 105't AGLL ENGINEERING GROUP, P.C. CFA Engineering-SIW De elopmem SulY"g- Telewmmunirations 500 NOPTH BRMOWAY —P—PENCE,RI O1e14 :401—.154-2- FUI:101-00e— (P) METROPCS(1) 2'DISH ANTENNA AND—/ (1) 1' DISH ANTENNA MOUNTED TO(P) 9ii d:AGL O �f E P.1\ITENN::SUP-0 R T ELEV= CHAIN MOUNT N1 A( 1'STANDOFF _ _ ,l A-a 4 A-4 ON(E)MONOPOLE, , TYP. OF(2) i OF(E)ANTEN'NFS ELEV= 8S'f AGL SN OF tf4 MARL R. CHRETIEN CIVIL € I o.403 (P)(2) 3/8"0 CABLES TO— FOLLOW(E)CABLE RUN IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. (E)METROPCS COAX CABLES RUN UP---r (E)MONOPOLE I REVISIONS MICROWAVE DISH ANTENNA INFORMATION (E) ,1s'A.G.L. tONOPOLE — AZIMUTH LINK MICROWAVE RAID CTR, MFG MODEL RADIO MODEL CABLE COAX LENGTH SIZE AGE 104.39' HYNO013 2'0 105't ERICSSON ANT2 0.6 28 HP (TR) TN28/2X 131T/16X-45 RG-8 150't 0 08/17/12 ISSUED FOR REVIEW REV. # DATE I DESCRIPTION 317.98' HYNO031 i'0 105'f ERICSSON ANT2 0.3 23 HP (TR) TN28/2X 131T/16X-50 RG-8 150't - T I - - ' � I PROJECT N0. DESIGNED BY: MRC Ste: HYNOOI6A DRAWN BY: BDJ AS SHOWN ' / I CHECK'D BY: MRC SITE NAME: (E) IVETROPC GSM/('PS ANTENNA. � HYNO01 6A _ IJOJ'J IED TQ ,f) A-.LE BRIDGE SUPPORT /j � -, tt� ` CROWN 875052 (E)METROPCS EQUIP. ON A CONCR'EIE— PAD WITHIN A t;i-0"ziS'-O" (160 S0. ��\� (E)METROPCS HYANNIS FT.)LEASE AREA WITHIN(E) I I CABLE BPIDGE EYTENDED FENCED COMPOUND SITE ADDRESS: J i(I ❑ nl- 1047 FALMOUTH ROAD HYANNIS,MA02601 GRGUN:U ELEV. = 0'-0°;1GL �_ R I L---- ________________ DRAWING TITLE: E; ' P O 7ELC0/ELFC FROM(E RF SCHEDULE AND pEh.;ARC'S ELEVATION LEGEND ELEVATION A_3 SCALE: 1 8=1-0 DRAWING N0: r (F)=FUTURE (E)=EXISIING 0' 4' 8' 16' 24' A-3 (P)=PROROPOSOSED (AGL)=ABOVE GROUND LEVEL (E)MONOPOLE � L• HALF SIZE PRINT m"PC_ S: A - THIS DRAWING IS SCALEABLE Unlimii*6 1rSelL ' AT HALF THE NOTED SCALE -- tL 285 BILLERICA ROAD ISOMETRIC NOTE: (P)MICROWAVE ANTENNAS, THIRD FLOOR • PT2010 NOT SHOWN FOR CLARITY TO BE BRACED IN ACCORDANCE g% e°S CHELMSFORD, MA ISOMETRIC WITH MANUFACTURER'S 01824 PT2010 NOT SHOWN FOR CLARITY RECOMMENDATIONS TO PREVENT ROTATION. TEL (978) 244-7200 FAX (978) 244-7240 PROP.PT2010 PROP. PT2010 (P)1'MICROWAVE ANTENNA MOUNTED TO 3"0 PIPE MOUNT F 12 50" O (P) 2'MICROWAVE ANTENNA � MOUNTED TO OW PIPE MOUNT T O OpC GADVANCED ons ENGINEERING GROUP, P.C. 7.32"-{ 15.04" O O J 7 ll ErIg lcaG-SIW0 1v—tS—ying- 500 NORTH"ED RI -. PH PROVIB4-24 NI BlBld • PH:101—JSd-31UJ 101—B1J-8154 0 SIDE ELEVATION FRONT ELEVATION 11.02" 5.82" SIDE ELEVATION FRONT ELEVATION PROP. PT2010 I—PROP. PT2010 5rl — �,Of wqvMARC R. 4.63" .g1.25" (P)ADJUST CHAIN MOUNT, 40 CHRETIEN to 0 J�l VALMONT P/N TCHMT,(1' CIVIL STANDOFF)OR APPROVED EQUAL NO"o.z" 1' MICROWAVE ANTENNA DETAIL ��I26.1 " NTS SIDE VIEW g, Eao � 'R 2' MICROWAVE ANTENNA DETAIL ENGINEER/IT IS A VIOLATION OF LAW FOR ANY PERSON, A-4 NTS 3 MICROWAVE ANTENNA MOUNT UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, A-4 NTS TO ALTER THIS DOCUMENT. REVISIONS (P)MICROWAVE ANTENNA (P)MICROWAVE ANTENNA MOUNTING PIPE (P) 2 A TINNED SOLID COPPER GROUND LEADS O 08/17/12 ISSUED FOR REVIEW REV. DATE DESCRIPTION •\ PROJECT NO, DESIGN EO BY: MRC E: HYNDO18A DRAWN BY: BDJ "IL AS SHOWN \ CHECK'D BY: MRC (8 AND FROM ANTENNA CABLE GROUND KIT _ I SITE NAME: (P)(E)CABLE BRIDG—.ECABL S`MTHNI(P)2R 11 INNERDUCT _ _ _ _ i HYNO016A GROUND BAR ON WALL,FLOOR (/ o(o)o 0 0 0 o CROWN 875052 OR ON ANTENNA TOWER E UPPER GIGBE pppppp HYANNIS (P)TRUE GRIP SNAP-INS O C o C C c (E) #2 AVID GREEN INSULATE HANGERS VALMDNT P/N DOWNLEAD TO MGB �O�O DO O QO�O OO (E)COAX SUPPORT_--/ 214SH-3,TTP SITE ADDRESS: O OOO OO OO Br,ACKET o /�� 1047 FALMOUTH ROAD �11,V)� l V lA (P)RC-8 AND DC/FTER HYANNIS,MA Ml II"^' II CABLES WITHIN(P)2" ft INNERDUCT DRAWING TITLE: yi J a° EXOTHERMIC WELD TO BE USED L_ NTHp2 AND BCW TO BUILDING SER.GROUND OR GROUND RING ` III UNIT TO CONSTRUCTION DETAILS BE BE INSTALLED *-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES WITHIN(E) SHALL ONLY USE EXOTHERMIC WELDS. ERICSSON CABINET 4 GROUND WIRE TO CIGBE DETAIL HORIZONTAL INNERDUCT/COAX DETAIL DISH ANTENNA WIRING SCHEMATIC DRAWING No: A-4 NTS A-4 NTS q-4 NTS - A-4 m et,r®PC l l w Unlimit Yourself: _- x _Y :� 285 BILLERICA ROAD THIRD FLOOR - - ® CHELMOSFO RD, MA 1824 TEL (978) 244-7200 UnlimitYourse'- lf. FAX (978) 244-7240 HYN0016A MADVANCED ENGINEERING GROUP P.C. CiAi Englnmdng-Sne Deveiopmem surveying- ' Telecommunications BROCROWN 875052 HYANNIS WO NORW-63WAY rwn PI-DEN E.Ri Dx91♦ PR:4Di TAC:101-6SJ-e054 1047 FALMOUTH ROAD HYANNIS, MA 02601 BARNSTABLE COUNTY �o�a,sS����A� o MARC R. CHR ry 'iVIL � 4 3 SITE TYPE: BACKHAUL INSTALLATION ON EXISTING MONOPOLES ENGINEERJLAkr,5ISAV�Y`©'P4 TY MAP APPROVALS T IS A VIOLATION OF LAW FOR ANY PERSON, SITE INFORMATION: VICINI UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROPERTY OWNER: RELD CORPORATION SCALE: NTS LANDLORD: 1047 FALMOUTH ROAD ..��F REVISIONS HYANNIS,MA 02601 � TOWER OWNER: CROWN CASTLE - yyyg}4 �I' :N FIELD CONST.MGR: 500 WEST CUMMINGS PARK,SUITE 6500yr- (1J RF ENGINEER: WOBURN,MA 01801 ,tom SITE ACQUISITION AGENT: TOWER OWNER SITE ID: SITE NO.875052 APPLICANT: METRO PCS //, :�,` ARCHITECT/ENGINEER: 285 BILLERICA ROAD CHELMSFORD,MA 01824 Jr" SHEET INDEX (978)244-7000 JJJ))�.. SITE ADDRESS: 1047 FALMOUTH ROAD m ' DWG. DESCRIPTION REV. 0 OB/17/12 ISSUED FOR REVIEW r ., f0m' s1i++ Rd. z REV. # DATE HYANNIS,MA02601 DESCRIPTION COUNTY: BARNSTABLE T-1 TITLE SHEET 0 PROJECT ND. DESIGNED BY: MRc SCALE: LATITUDE: N41° 39' 32.184" - 0, "� SITE GN-1 GENERAL NOTES 0 HYND016A DRAWN BY: BDJ AS SHOWN LONGITUDE: W 70° 19' 32.808" v 2B -." u, A-1 PLOT PLAN AND NOTES 0 : CHECK'D BY: MRC ZONING CLASSIFICATION: RESIDENTIAL,D-1 - - - �'� A-2 COMPOUND PLAN 0 SITE NAME: ZONING JURISDICTION: TOWN OF HYANNIS _ x TAX ID PARCEL NUMBER: MAP:250 PARCEL:004 ~ c•` �yFaf` - - _ A-3 RF ANTENNA SCHEDULE AND ELEVATION 0 A ARCHITECT/ENGINEER: ADVANCED ENGINEERING GROUP,P.C. M '4� r - A-4 CONSTRUCTION DETAILS D HYN0016 500 NORTH BROADWAY eta-nS,' p.''� � 1 CROWN 875052 EAST PROVIDENCE,Ill 02914 not[sdaleRB' ` POWER COMPANY: NATIONAL GRID 25 RESEARCH DRIVE HYANNIS WESTBO MA01582 (508)389-2000-2000 � u, DO NOT SCALE DRAWINGS SITE ADDRESS: TELEPHONE COMPANY: VERIZON r CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE 1047 FALMOUTH ROAD 185 FRANKLIN STREET BOSTON,MA 02107 JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN HYANNIS,MA02601 (800)941-9900 � a _ J WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. SITE ACQUISITION MANAGER: KELLIE DUNN - - - - DRAWING TITLE: - (978)244-7200 CONSTRUCTION MANAGER: DAVE BEAN DRIVING DIRECTIONS PROJECT DESCRIPTION (978)244-7200 TITLE SHEET WILBANKS FROM BILLERICA ROAD TAKE RAMP RIGHT FOR US-3 SOUTH,TAKE RAMP FOR 1-95 NORTH T,AT EXIT 37A,TAKE RAMP 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE OPS CONTACT: MIKE (978)WILBA 80 RIGHT FOR 1-93 SOUTH TOWARD BOSTON,KEEP LEFT ONTO SR-3/PILGRIMS HIGHWAY SOUTH,KEEP STRAIGHT ONTO US-44 TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR . SOUTH,STAY STRAIGHT ONTO SR-3 SOUTH,ROAD NAME CHANGES TO US-6/MID-CAPE HIGHWAY,AT EXIT 6,TAKE RAMP SERVICE. RIGHT FOR RT-132 SOUTH TOWARD BARNSTABLE/HYANNIS,BEAR RIGHT ONTO SR-132/IYANNOUGH ROAD,TURN RIGHT 2. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. DRAWING N0: ONTO OLD STRAWBERRY HILL ROAD,TURN RIGHT ONTO SR-28/FALMOUTH ROAD,FOLLOW SR-28 SITE IS ON THE LEFT 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. S. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. 6. METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF , ONE TRIP PER MONTH AT ONE HOUR PER VISIT. TIl GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES- ELECTRICAL INSTALLATION NOTES: jL 3 T *' 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301. ACI 318, ACT 336, ASTM A184, 1. WIRING, RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS m rop� r�"-^e} ,f CONTRACTOR - METRO PCs ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. OF THE NEC AND TELCORDIA. UnIImItYOUfS@If SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2LLC . ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND - +OWNER -ORIGINAL Q PMENT MANUFACTURER URE NOTED OTHERWISE. A HIGHER STRENGTH (40OPS1) MAY BE USED. ALL CONCRETE WORK SHALL BE IN TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO `OEM - ORIGINAL EQUIPMENT MANUFACTURER ACCORDANCE WITH THE ACI 381 CODE REQUIREMENTS CONTRACTOR FOR APPROVAL. 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE 285 BILLERICA ROAD TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THIRD FLOOR ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC THE NEC AND TELCORDIA. CHELMSFORD, MA BROUGHT TO THE ATTENTION OF CONTRACTOR. UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "S" AND ALL HOOKS SHALL BE STANDARD, UNO. 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 01 824 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 5. EACH END OF EVERY POWER, GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH TEL (978) 244-7200 APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV FAX (978) 244-7240 NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF SHOWN OTHERWISE ON DRAWINGS: PROTECTION, OR EQUAL. THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGAINST EARTH........3 IN. ) THE PERFORMANCE OF THE WORK. CONCRETE EXPOSED TO EARTH OR WEATHER: EXISTING INSTALLATION REQUIREMENTS. #6 AND LARGER 2 IN. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY "�WF..."""" 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL #5 AND SMALLER & WO ..........OR IN. SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. CONCRETE NOT EXPOSED TO EARTH OR WEATHER TAPE(3M BRAND, '# INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. OR NOT CAST AGAINST THE GROUND: COLOR CODES SHALL CONFORM WITH THE NEC &OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS SLAB AND WALL ..........................31, IN. 7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL ADVANCED 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, BEAMS AND COLUMNS ................1Ys IN. EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 5. A CHAMFER -" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE POWER OR AMPACITY RATING,AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID-S). ENGINEERING GROUP, P.C. CNIIEnginwdng-Site D-lopmemSur"g- DRAWINGS. WITH ACI 301 SECTION 4.2.4. 8. PANELBOARDS (ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE TelewmmuNwtlons 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. sw xomx eRaoxnr MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY. STATED OTHERWISE. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN usR-DEN RI caeca RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO.MANUFACTURER'S 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES rnr:�.oi den�eiH 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL 10. POWER, CONTROL,AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE STAINLESS STEEL OR HOT DIPPED (#34 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. FOR 90-C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. 7. CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN UNLESS OTHERWISE SPECIFIED. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.• 50 CUBIC YARDS 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. 50 CUBIC YARDS IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE (#6 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS 8 STRANDED COPPER CABLE 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING SUPPLIER; RATED FOR 90-C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM AND STRUCTRE . ANSATIISFACTIONU OFS THE YOWNERDAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE (� CERTIFICATIION(A) RESULTS OFC OFC MINIMUM LCOMPRESSVE STRENGTHH FOR THE CONCRETEONRETE CYINDER TEST PERFORMD AT THE SUPPLIESP GRADE SUPPLIED. USED, UNLESS OTHERWISE SPECIFIED. �LANT. P`�b OF Q,�'T I FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE Q L 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS CONDUCTOR #3 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. �� MARC R. COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED 8. AS AN ALTERNATIVE TO ITEM 7. TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR O SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. EVERY 50 YARDS OF CONCRETE FROM EACH DIFFERENT BATCH PLANT. 13. POWER AND CONTROL WIRING. NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR,TYPE TC CH€iETI 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 9. EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED, CABLE (#34 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE Cl UNLESS IT VERIFIED BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. RATED FOR 90-C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION 13. THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE USED, UNLESS OTHERWISE SPECIFIED. NO.4O3 SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, STRUCTURAL STEEL NOTES: 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO WIRENUTS BY THOMAS AND BETTS (OR EQUAL) 1. ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND - . . THE CONTRACT, d' • =*s. � ' METRO PCS SPECIFICATION 25252-000-3PS-GET-00001 UNLESS OTHERWISE NOTED. STRUCTURAL STEEL LESS THAN 75'C (90'C IF AVAILABLE). i.,•,,£,5'+.' •„ „� q@p,��j ' 14. SUBCONTRACTOR SHALL NOTIFY ADVANCED ENGINEERING GROUP, P.C.48 HOURS IN ADVANCE OF SHALL BE ASTM-A-46 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS. STEEL DESIGN, R.V.ETI�OR"� POURING CONCRETE OR BACKFILLING TRENCHES, SEALING ROOF AND WALL PENETRATIONS & POST INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL - - b 15. RACEWAY AND CABLE TRAY SHALL BE USTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH ENGINES �CAND SU R` J DOWNS, FINISHING NEW WALLS OR FINAL ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. CONSTRUCTION (AISC) "MANUAL OF STEEL CONSTRUCTION". NEMA, UL,ANSI/IEEE,AND NEC. IT IS A VIOLATION OF LAW FOR ANY PERSON, 15. CONSTRUCTION SHALL COMPLY WITH METRO PCs SITES. 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. UNLESS THEY ARE ACTING UNDER THE DIRECTION AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR of A LICENSED PROFESSIONAL ENGINEER, 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING TABLE J2.4 IN THE AISC MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. PAINTED SURFACES SHALL BE TO ALTER THIS DOCUMENT. ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE TOUCHED UP. RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO INDOOR LOCATIONS. REVISIONS ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION, 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (-y4"0) AND SHALL HAVE MINIMUM 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC RIGID PVC OF TWO BOLTS UNLESS NOTED OTHERWISE. CONDUIT , SCHEDULE 40 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY ( ) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION, ANY WORK ON EXISTING 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE %" DIA. ASTM A 307 BOLTS UNLESS 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC) SHALL BE USED FOR OUTDOOR LOCATIONS EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN NOTED OTHERWISE. ABOVE GRADE. APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. - MUST BE TAKEN WHEN WORKING 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN 20. RIGID NONMETALLIC CONDUIT(I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE 18. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONSRECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO THE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EO MUST SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS EQUIPMENT DANGER. PERSONAL SHUTDOWN EXPOSURE MANUFACTURERS RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. MONITORS ARE TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN 21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-TITE FLEX) SHALL BE USED INDOORS AND SITE WORK GENERAL NOTES: MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. STEEL OR HOT DIPPED GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF APPROVED EQUAL 0 08/ /12 ISSUED FOR REVIEW LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. CONSTRUCTION. 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW & APPROVAL ON PROJECTS. WITH REV. # DATE DESCRIPTION REQUIRING STRUCTURAL STEEL CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE WITH NEMA, UL,ANSI/IEEE,AND NEC. ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR PROJECT NO. DESIGNED BY: MRc SCALE- THE ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. 24. CABINETS, BOXES,AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. HveoOlsA DRAWN Br: aw As srlowN EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING SOIL COMPACTION NOTES FOR SLAB ON GRADE: CHECK•D BY: MRC PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE 25. WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL);AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. PLACE CRUSHED STONE AS REQUIRED. (OR BETTER)OUTDOORS. SITE NAME: �+ 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES,AND PULL BOXES SHALL BE GALVANIZED OR 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE H i�/N00 i I C7/`A TECHNICIAN OR ENGINEER IS ACCEPTABLE. EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED SOIL" OR NEMA 3R (OR BETTER BASE SHALL ) OUTDOORS CROWN 875052 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS BE COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT LEAST 90% MODIFIED PROCTOR 27. METAL RECEPTACLE, SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON- EQUIPMENT AND TOWER AREAS. MAXIMUM DENSITY POER ASTM D 1557 METHOD C. CORRODING; SHALL MEET OR.EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) HYAN N IS FILL SNOW OR ICE SHALL NOT BE PLACED IN ANY FLL OR EMBANKMENT. 4. COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED. PROVIDE 6" MINIMUM CRUSHED STONE OR INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 6. NO FILL OR EMBANKMENT MATERIAL SHALL PLACED ON FROZEN GROUND. FROZEN MATERIALS, GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 28. NONMETALLIC RECEPTACLE, SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND 100% PASSING #1 SIEVE. RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED(WP OR BETTER) OUTDOORS. 7. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO SITE ADDRESS: FINISHED SURFACE APPLICATION, 5. AS AN ALTERNATE TO ITEMS 2 AND 3, THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR VIBRATORY PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND-OPERATED SINGLE DRUM BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. - 1047FALMOUTHROAD 8. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE VIBRATORY ROLLER (SUCH AS BOMAG BW 55E). AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE }0.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND HYANNIS,MA02601 WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE. OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND/OR LOCAL UTILITIES, COMPACTION EQUIPMENT: AGAINST LIFE AND PROPERTY. DRAWING TITLE: 9. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE 1. HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK 31. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO COMPACTOR. AND ALL APPLICABLE LOCAL CODES. PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 32. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO GENERAL NOTES CONSTRUCTION NOTES: EQUIPMENT IS NOT BLOCKED. 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. - EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE 1. FIELD VERIFICATION: WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, METRO PCS ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE REPLACED. 11. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE METRO PCS SPECIFICATION FOR SITE SIGNAGE. 2. COORDINATION OF WORK: DRAWING N0: SUBCONTRACTOR SHALL COORDINATE RE WORK AND PROCEDURES WITH CONTRACTOR. 3- CABLE LADDER RACK: GN - 1 SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. GENERAL NOTES: HALF SIZE PRINT THIS DRAWING IS SCALEABLE 1. FIELD SURVEY DATE: N/A A'Y1et10{�.CSi� AT HALF THE NOTED SCALE 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 J (NAVD88) Unlim@t Yourself: ZONING GP OVER/ /'Y 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983(NAD83) J - DISTRICT 4 SITE CONTROL POINT: CENTER OF EXISTING MONOPOLE 285 BILLERICA ROAD LATITUDE: N XIS 39'ING MONO" LONGITUDE: W 70'19'32.808" THIRD FLOOR APPROX.PROPERTY CHELMSFORD, MA LINE 5. PROPERTY OWNER: RELD CORPORATION 01824 1047 FALMOUTH ROAD HYANNIS. MA 02601 TEL (978) 244-7200 / FAX (978) 244-7240 6. SITE NUMBER: HYNO016A 7. SITE ADDRESS: 1047 FALMOUTH ROAD HYANNIS,MA 02601 B. APPLICANT: MET285 OPCSBILLS MASROAD.THIRD LLC / - 285 BILLERICA ROAD,THIRD FLOOR CHELMSFORD,MA 01824 (978)244-7000 ES ADVANCED 9. JURISDICTION: TOWN OF HYANNIS ENGINEERING GROUP, P.C. " wo 10. TAX ID: MAP 250 BLOCK 004 LOT 0 CMI Englneedng-Slte Develapmenl Surveying- _ ZONING A3 Telm°mmunim— Hg � f _ 11. DEED REFERENCE: DEED BOOK: 1399 PAGE 183 sro uoxrH 8aorauv _ r , usTa-DENz�lo 14 ZONING � , / / 12. PLAN REFERENCES: TOWN OF BARNSTABLE/HYANNIS ASSESSORS A w1-eu-ens oo. MAP RC 2 BELOW, MAPS&PLAN REFERENCES AS INDICATED wo P L 065 , , / / � 13. ZONING JURISDICTION: RESIDENTIAL,D-1 14. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE / o INVESTIGATIONS AND EXISTING PLANS OF RECORD.THE CONTRACTOR SHALL r MAP 250 —� rE1ROPC$ '0 1°AGE / 1wo LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO ANY SITE WORK. PARCEL 027 XO1 1 1 CALL THE FOLLOWING FOR ALL PRE-CONSTRUCTION NOTIFICATION 72-HOURS N/F ��4 I - MAP 250 '.1 'CFSS F�.SE1FNT'TG ' ®f OWNER:RELD CORPORATION, I PARCEL 023-X01 FOLLOW 1E) 4f -U„ 1 o 00 PRIOR TO ANY EXCAVATION ACTIVITY: �� `�Sy`�r� MAP 25O PARCEL OOa ,l �C)AF.IROP.S 1C-0 IO-G-. DRI VE 1 DIG SAFE SYSTEM(MA,ME,NH,RI,VT): 1-888-344-7233 1047 FALMOUTH ROAD r LE SE ARE,' I P. P) i /EASEI•EIVT FRG'4 I 8� 1 wo CALL BEFORE YOU DIG(CT): 1-800-922-4455 G HYANNIS MA 02601 Ar, 4 I I EX'IE�GcD FENCED IIPOUND , rULiC ROW �(j T AREA 83 ACRES ^ ,h I / - p P 0 _ 15, PROPERTY LINE INFORMATION IS COMPILED FROM ASSESSORS PLAN AND RECORD MA,RC R. 1 H R DOCUMENTS AND IS N07 TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE 0 0 I P L RESULT OF AFIELD BOUNDARY SURVEY,AND IS SUBJECT TO CHANGE AS AN CHAETIEN ACCURATE FIELD SURVEY MAY DISCLOSE. A FULL BOUNDARY SURVEY WAS NOT CIVIL aoow wo / PERFORMED 16. THE SITE IS LOCATED IN FLOOD HAZARD ZONE C(AREAS OF MINIMAL FLOODING) NO. 3 _ / / I AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP FOR THE TOWN OF HYANNIS, fp -(E) 1 STORY 6UII n'IIJG r MA-BARNSTABLE COUNTY COMMUNITY PANEL NUMBER: 250001 0005 C %dkhoop }J NAP 250 1- I EFFECTIVE DATE: SEPTEMBER 15,1978. PAR � wo 17. BEARING SYSTEM OF THIS PLAN 15 BASED ON TRUE NORTH. TRUE NORTH R ' M 250 "o Y -'}``' `'o / ' � ESTABLISHED FROM EXISTING PLAN REFERENCE.IT IS NOT INTENDED TO BE AN ENGINEER/LAND SCJR EYOR PARCEL 005 ' � EXACT REPRESENTATION OF TRUE NORTH. / IT IS A VIOLATION OF LAW FOR ANY PERSON, j� ON/NG D/ ✓_ / I UNLESS THEY ARE ACTING UNDER THE DIRECTION '-� � � / � � LEGEND OF A LICENSED PROFESSIONAL ENGINEER, PAVED PARKING - / - TO ALTER THIS DOCUMENT. U '! 1J' -I / 000 � � ���ddd � AREA T�} ---(E)FEIJCED CC;J,FOUKD(T6 ' MAP 250 cp / PARCEL 003 BE EX EUDEO) ! — REVISIONS PROPERTY LINE . '0 1111 -V — — — - ABUTTING PROPERTY LINE' (E)L;FTftL`PCS 10'v D Z' / 360 EXIST.CONTOUR U iILIT'.EASEMENT TO ' FOLLOW(P)U/G ELECT ' FROM (E)UTILITY POLE - X - X EXIST.CHAIN LINK FENCE ' P / MAP 249 13 X X PROP.CHAIN LINK FENCE ' PARCEL 069 / l�'1^i^r'��l�Yl^\^Y� EXIST.TREE LINE ' EXIST.STREET LAYOUT ------------ _ - y / EXIST.EASEMENT EXIST.OVERHEAD UTILITIES OH 0 08/17/12 ISSUED FOR REVIEW '.v OH;:'----- �T OHw OHw PROP.OVERHEAD UTILITIES REV. # DATE I DESCRIPTION UG/E/T EXIST.UNDERGROUND UTILITIES PROJECT,N0. DESIGNED BY: MRC SCPl£: UG/E/T PROP.UNDERGROUND UTILITIES HYN0016A DRAWN BY: BDJ AS SHOwN CHECK'D BY: MRC EXIST.UTILITY POLE pxX ZONING BOUNDARY LINE SITE NAME: / RESIDENTIAL, RD-1 ZONING DISTRICT ` HYN0016A CROWN 875052 / ZONING SUMMARY TABLE HYANNIS / ZONING DISTRICT: RESIDENTIAL,D-1 / ASSESSORS MAP: MAP 250 PARCEL 004 SITE ADDRESS: PROPOSED USE: WIRELESS COMMUNICATION FACILITY / DIMENSION: REQUIRED PROVIDED 1047 FALMOUTH ROAD MINIMUM LOT AREA 43,560 SO FT .83 ACRES HYANNIS,MA 02601 / LOT FRONTAGE 20 FT 158t FT DRAWING TITLE: FRONT YARD SETBACK- 100 FT 107t FT SIDE YARD SETBACK- 10 FT 66t FT 1 PLOT PLAN REAR YARD SETBACK' 10 FT 1333 FT PLOT PLAN AND NOTES A-1 KALE 1'=120=120 •DIMENSIONS MEASURED FROM CLOSEST EQUIPMENT TO NEAREST LOT LINE LEGEND NOTES 0' so' 120' 240 120' DRAWING N0: I PLOT PLAN BASED MASSGIS ASSESSOR'S PARCEL MAPPING DATA AND TAX MAPS FROM THE (F)=FUTURE TOWN OF HYANNIS.PROPERTY LINES ARE APPROXIMATE ONLY. ' (E)=EXISTING 2.SETBACKS ARE TAKEN FROM THE CLOSEST POINT OF EQUIPMENT TO PROPERTY LINES. (P)=PROPOSED A- 1 (AGL)=ABOVE 3. A METES AND BOUNDS SURVEY WAS NOT CONDUCTED BY ADVANCED ENGINEERING GROUP,P.C. - GROUND LEVEL - ------------------ HALF SIZE PRINTV` � NOTE: AN ANALYSIS OF THE EXISTING MONOPOLE THIS DRAWIN G IS SCALEABLE _ r, TO SUPPORT THE PROPOSED LOADS IS TO BE AT HALF THE NOTED COMPLETED BEFORE THE START OF CONSTRUCTION. Unli�nit:Yourself;� .v 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 FAX (978) 244-7240 (G)METROPCS EOUIP. ON(E)STEEL REAMS ON A CONCREIE PAD YIITHIN A iC-G"sib'-0"(150 SO. (j FT.)LEASE.AREA YlITHIN (E) FENCED COMPOUND (P)(2) 3/8"0 CABLES TO FOLLOW(E) -(P)RADIO UNIT TO BE INSTALLED A-a CABLE RUN WITHIN(E)ERICSSON CABINET eNMADVANCED ENGINEERING GROUP, P.C. CMI Engineering-BiteDeuelogmemSurveying- / Telecommunications eoc xome as E.RI r N 01-1NCL HI 0E911 fR%�Ol-35a-]�N 7// WI-6lJ-BJ9a I I —(E)MET ROPCS .L T 7- j CABLE BRIDGE P OF IJAIS' Ire ci CHRETIEN �-• CIVIL P)METROPCS(1) 2'DISH ANTENNA AND(1) /� NO. 1^ 1'DISH ANTENNA MOUNTED TO(P)UNIVERSAL RING MOUNT WITH A(P) 1 STANDOFF ON(E) rti MONOPOLE, TYP.OF(2) ENGINE T� / �+Z?Pp' ER I`N=z SURU �tl Y a IT IS A VIOLATION OF LAW FOR ANY PERSON, / UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 p � OF A LICENSED PROFESSIONAL ENGINEER, / I TO ALTER THIS DOCUMENT. P / I 1 y, REVISIONS / I l I aTs I (E)idE TROPGS PANEL ANTENNAS—I—1 ---r————_-- / MOUINTED TO(E)MONOPOLE(i 9 r— // f PER SFCTG'R, TOTAL OF 3) 1 F II I I NI I / I ! 0 08/17/12 ISSUED FOR REVIEW REV. # DATE DESCRIPTION / 0:�77* ED BY: PROJECT N0. SCALE: �.�w—•—•—�`~•._:—„--.—.�.�.;�—. AS SHOWN HYNO016ADBY SITE NAME: I HYNO016A / CROWN 875052 HYANNIS TRUE NORTH COMPOUND PLAN SITE ADDRESS: q_2 SCALE: 1/4= T-o' 1047FALMDUTHROAD HYANNIS,MA 02601 0' 2' 4' 8' 12' DRAWING TITLE: COMPOUND PLAN LEGEND DRAWING N0: (F)=FUTURE ^ (E)=EXISnNG (P) PROPOSEDA-2 (AGL)-ABOVE GROUND LEVEL J HALF SIZE PRINT ' NOTE: AN ANALYSIS OF THE EXISTING MONOPOLE THIS DRAWING IS SCALEABLE TO SUPPORT THE PROPOSED LOADS IS TO BE AT HALF THE NOTED SCALE COMPLETED BEFORE THE START OF CONSTRUCTION. Unluiit.Yourself~ 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 __j OF(E)ANTENNAS ELE%l= 119't A.CL L_ FAX (978) 244-7240 (E)METROPCS PANEL n\ M!T A (i FER SECTOR, . TOTAL OF OF 3)hJGUNTEG TO (E)IJOP:OPOLE 1 fl OF.(Li ME7ROPCS PANEL A:1TEIlFIAS ELCV i10'i AC_L_ - C CADVANCED �OF(P)DISH ANTENNAS ELEV _ 105't AGL ENGINEERING GROUP, P.C. CAA En I—dng-SIWDevelopmentS,meft- 1 Tele-mmuniMbon9 I. Sop RORM eRwnwnY WT RRano E.RI U PH 01-351-24M - I I FAY:apt-633-8156 (/P)METROPCS(1) 2'DISH ANTENNA AND —/ (1) DISH ANTENNA MOUNTED (P) _ 1 z � CHAINN MOUNT WITH A(P) 1'STANDOFF (�OF(E)ANTENNA SUPPORT ELEV= 95'± AGL,`_ A—a a A—a ON(E)MONOPOLE, TYP.OF(2) I OF(E)ANTENIJ/6 EIEV 88'i ASL II11%OF NAIS pA aa� MARC R. CHRETIEN 1 CIVIL - `�• JNAt.`�� (P)(2) 3/8.0 CABLES TO E61FEF�IAND�SIU�r1 FOR FOLLOW(E)CABLE RUN IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. (E)bSETP.OPCS COAX CABLES RUN UP-- (E)MONOPOLE I REVISIONS MICROWAVE DISH ANTENNA INFORMATION (E) 118'A.G.L.1,10NOPOLE - AZIMUTH LINK MICROWAVE RAID CTR, MFG MODEL RADIO MODEL CABLE COAX LENGTH SIZE AGL 104.39- HYNO013 2'0 105't ERICSSON ANT2 0.6 28 HP (TR) TN28/2X 131T/16X-45 RG-8 150't I 0 08/17/12 ISSUED FOR REVIEW REV. # DATE I DESCRIPTION 317.98• HYNO031 1'0 105'3 ERICSSON ANT2 0.3 23 HP (TR) TN28/2X 131T/16X-50 RC-8 150'f PROTECT N0. DESIGNED BY: MRC SCALE: HYNO016A DRAWN BY: BDJ AS SHOWN / CHECK'D BY: MRC / SITE NAME: (E)METROPCS E911 GSM/CPS ANTENNA I HYN0016A IAOUIJED TO(E)CABLE BRIDGE SUPPORT CROWN 875052 ' (E)METROPCS EQUIP. ON A CONCRETE \ , PAD WITHIN A iO'-0".e1G'-O" (160 SO. \ - _(E)11ETROPCS HYANNIS FT.)LEASE AREA VATHR-I(E) T � I CABLE BRIDGE EXTENDED FENCED COMPOUND f �I SITE ADDRESS 1047 FALMOUTH ROAD / I I HYANNIS,MA 02601 GROU14D ELEV. =0'-0- AGL f_ I /L----------------- DRAWING TITLE: (E)�dETROPCS UGJ TELCOiELEG FROM (E) RF SCHEDULE AND DEMARC'S ELEVATION LEGEND ELEVATION q_3 SCALE: t 8=t—0 DRAWING N0: IF) FUTURE (E)=EXIS71NG 0' 4' 8' 16 24. A-3 (P)=PROPOSROPOSED � - (AGL)=ABOVE GROUND LEVEL . iE)MONOPOLE SHALF SIZE PRINT r01 HC • THIS DRAWING IS SCALEABLE ' Uniimrt Yourself;. AT HALF THE NOTED SCALE 285 %LERICA ROAD ISOMETRIC NOTE: (P)MICROWAVE ANTENNAS, THIRD FLOOR PT2010 NOT SHOWN FOR CLARITY TO BE BRACED IN ACCORDANCE $g o°8 CHELMSFORD, MA ISOMETRIC . WITH MANUFACTURER'S 01824 PT2010 NOT SHOWN FOR CLARITY RECOMMENDATIONS TO PREVENT TEL 978 244-7200 ROTATION. ( ) FAX (978) 244-7240 PROP.PT2010 PROP. PT2010 (P)i'MICROWAVE ANTENNA MOUNTED TO 3"0 PIPE MOUNT /� O - (P)2'MICROWAVE ANTENNA MOUNTED TO 4"0 PIPE MOUNT O O Too AADVANCED ENGINEERING GROUP, P.C. 7.32"y 15.04" O O U MIE,,um�Ea s�DevelopmentSurveying- 500 NORM Bet- PH PRW,D Po OR914 PN:GAY:401-00J-6JN _--- SIDE ELEVATION FRONT ELEVATION ' 00i SIDE ELEVATION FRONT ELEVATION PROP. PT2010 —PROP. PT2010 5r17.28"' 0 0 4.63" `jw OF N4,YS' 'yG ° "' �a�� MARC R. (P)ADJUST CHAIN MOUNT, u CHRETIEN Ole 0 VALMONT P/N TCHMT,(V CIVIL STANDOFF)OR APPROVED EQUAL 0.2 " 2 1' MICROWAVE ANTENNA DETAIL ' .40..' 26.1 ° A 44 NTS - e'R SIDE VIEW 2' MICROWAVE ANTENNA DETAIL EN INLER/A�N1D'St7R.E�Ye A-4 NTS IT IS A VIOLATION OF LAW FOR ANY PERSON, 3 MICROWAVE ANTENNA MOUNT UNLESS THEY ARE ACTING UNDER THE DIRECTION A-4 NTS OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REVISIONS (P)MICROWAVE ANTENNA (P) MICROWAVE ANTENNA _ MOUNTING PIPE _ I I (P) #2 AWG TINNED SOLID COPPER GROUND LEADS REV.. # DaDATE12 ISSUED FOR VIEW DESCRIPTION \ PROJECT NO. DESIGNED BY: MRC SCALE: HYNO016A DRAWN BY: BDJ AS SHOWN CHECK'D BY: MRC p6 AWG FROM ANTENNA CABLE GROUND KIT _ SITE NAME: (P)RG 8 AND DC/FIBER I F)CABLE BRIDGE CABLES WITHIN(P) 2" I "NERDUDT � HYNO016A eaoo 00 GROUND BAR ON WALL,FLOOR u=rt �(E)UPPER CIGBE� CROWN 875052 OR ON ANTENNA TOWER HYANNIS I O O O O O G (P)TRUE-GRIP SNAP-INS O C C C O O I (E)Q2 AWG GREEN INSULATE HANGERS,lYP VALMONT P/N DOWNLEAD TO MICE21 (E)cCAXSUPPORT�— 45H-3 0�� �� O � SITE ADDRESS: O O O O O O O O O EancneT ` 1047 FALMOUTH ROAD WITHINHYANNIS,MA02601 OO {�O (P)RG-8 AND ER CABLES WITHIN 2'IN(P)2' — g�p��fg INNERDUCT DRAWING TITLE: EXOTHERMIC WELD TO BE USED 7VY O u WTH q2 AWG BOW TO BUILDING yty 0 1 `O —J SER.GROUND OR GROUND RING (P) UNIT TO CONSTRUCTION DETAILS BE INSTALLED *-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES WITHIN (E) SHALL ONLY USE EXOTHERMIC WELDS. I ERICSSON CABINET 4 GROUND WIRE TO CIGBE DETAIL HORIZONTAL INNERDUCT/COAX DETAIL a DISH ANTENNA WIRING SCHEMATIC DRAWING NO: I A-4 NTS A-4 NTS q-4 NTS . A-4 k v l f - 1 2 o - metroPCS. met Unlimit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA I _ Q_ ( 5 01824 TEL (978) 244-7200 FAX (978) 244-7240 Uni"ImitYourself., HYNO016A RADVANCED ENGINEERING GROUP,P.C. To ar ®.awca.mm�ariv CROWN 875052 HYANNIS . F.Tf PRPAFKE 9 Oi9i3 xORM u4510v1.9 0}0.tE 1047 FALMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 R<°f 44Sr4 BARNSTABLE COUNTY ova°a� MARC R. c�d�'. CHRETIEN CIV 3 SITE TYPE: COLOCATION ON EXISTING MONOPOLE ENGINEER/ t7D�Sk1F2VEY0R IT IS A VIOLATION OF IAW FOR ANY PERSON, SITEINFORMATION: VICINITY MAP APPROVALS UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROPERTYOWNEA: IELDOORPORATAON SCALE N.T.S. Opp; 1047 FALMOUTH ROAD REVISIONS HYANMELMAQWTOWEROWNEt CROWN CASTLE �'I,( ?o,/ - _ �_ __ .,� a...&h�- �T�,,,.--- N FIELD CONST.MOR: 600 WEST CUMMIMaS PARK SUITE . /5 J R RF ENGINEER WOBURN,MA 01S01 ^ SITE AOOUISITION AGENT: TOWER OWNER SITE ID: SITE N0.875052 �' APPLICANT: METRO PCS 1��l�Or+r-e• I -_���j�. �;. ARCFII1ECgBrOR�1: MIS BRIERICA ROAD - m CHEIM FOIRD,MA01824 SHEET INDEX ED FOR CONSTRUCTION (B78)244-7000SSU SITE ADDRESS: 1047 FALMOUTH ROAD �y "� ! s ! DWG. DESCRIFTION REV. 0 06/11/09 ISSUED FOR REVIEW HYANNIS,MA QM �r REV. DATE DESCRIPTION COUNTY. BARNSTABLE - .r J(/ f-��'LATITUDE, N41°90'92184' ! � - �. GHF1 GENFLiALNOTES 1 PRaEcr ND. DESIGNED aT: MRC sc>�: m .. DRAWN RY: BDJ AS SHOWN LONGITUDE IN70'19 S2.SOB' 3'" @- M d` ' _ - - i C-1 PLOTPLAN 1 HrHaDIw P.E. W M. ZONING CIASSIFUTION: RESIDENTIAL D-1 � ��l A-1 COMPOUND PLAN AND ELEVATION t ZONING JURISDICTION: TOWN OF HYANNIS 0�. - - SITE NAME: � 1 �, E«,II�EMPLAwsE AND DE<� � HYN0016A TAX IO PARCa NUMBER MAP:ZIO PARCEL•004 �� - .� --F i>•�� � . s2 ANTENNA MOUNTING PLAN,SCHEDULES,AND DErMS , ARCHII ECT I EWOINEER ADVANCED ENGINEERING GROUP,P.C. 1 SITE 1¢n'. .. 1 E•, ONE{1NE DIAGRAM,RISER,AND DETAILS 1 S4HEMINGWAYI%tlVE gA z , E-2 GROUNDMDETA63 I CROWN 875052 EASTIPROVIDOMFOOMIS POWER COMPANY: NATIONAL.ORD wMain.sr. .1�-e"3°� ya : � HYANNIS 25 RESEARCH DRIVE T H MA01 I °R° Y rf1 ` DO NOT SCALE DRAWINGS �2DIX I \} ` yam,,��' ( 1 /J `%o - - I SITE ADDRESS: TELEPHONE COMPANY: VFAIZON J r CONTRACTOR SHALL VERIFY ALL.MANS AND E7MINGI DENS AND CONDITIONS ON THE JOB SITE 1047 FALMOUM ROAD 186 F RANKUN STREET �e BOSTON,MA 02107 I AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNERS REPRESENTATIVE IN WRTTNG OF DISCREPANCIES HYANNISA MAM1 WO)8418800 - r _ - BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME SITE ACQUISITION MANAGER: KELUE { �I �}�., _ DRAWING TITLE: K� CONSTRUCTION MANAGER: DAVE � ,�. PROJECT DESCRIPTION ME SHEET RM2W7 1.Epp ,,.ING DIRECTIONS __ - ,p aPs CONTACT: MIKE wILBNwIcs DRIV THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDPM PUBLIC CELLULAR SERVICE RM 244-72110 THIS FACLJTI'WILL CONSUME NO UNRECOVERABLE ENERGY. FROM BILLHtlCA ROAD TAKE RAMP RIGHT FOR US-3 SOUTH,TAKE RAMP FOR EII NORTH T.AT EIT S7A,TAIM RAMP RIGHT FOR HIS SOUTH 2. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. DRAWING N0: TOWARD B0810N,KEEP LEPTONTO SIRAIMIRMS HIGHWAY SMITH.KEEP STRAMIT ONTO t"SOUTH,STAY SIRAOTT ONTO 8R3 & NO WASTEWATER WILL BE GENERATED ATTHISLOCATION. SOUTH,ROAD NAIE CHANfESTO UB WID-CAPE HIGHWAY,AT EXIT 6.TAKE RAMP RKRYT FOR Rr•184 SOUTH TOWARD 4. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. SARNBTABLE A N IS,BEAR RIQFIT ONTO 811,132AYMlN000H ROAD,TURN RIGHT ONTO OLD SIRAWBHOTY HILL ROAD,TURN RIGHT ONTO S METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WALL MAKE AN AVERAGE OF ONE TRIP PER S T_RIMALMOIJEH ROAD.FOLLOW SR,48811E 0ON THE LEFT S. MONTH AT ONE HOUR PER VISIT I f _ - S GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES' ELECTRICAL INSTALLATION NOTES: �1rOPCS. I. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: 1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318,ACI 336.ASTM A184,'ASTM A185 AND 1,WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS r CONTRACTOR-METRO PCS THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. OF THE NEC AND TELCORDIA. UMIin11t Yourself. SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS NOTED 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND OWNER-METRO PCS OEM -ORIGINAL EQUIPMENT MANUFACTURER OTHERWISE.A HIGHER STRENGTH(400PS1)MAY BE USED.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI TRANSPORT CABLING TO THE NEW BTS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO 285 BILLERICA ROAD 381 CODE REQUIREMENTS CONTRACTOR FOR APPROVAL. THIRD FLOOR 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE CHELMSFORD, MA WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMUSHED AS SHOWN ON THE 3.REINFORCING STEEL SHALL CONFORM TO ASTM A 615.GRADE 60,DEFORMED UNLESS NOTED OTHERWISE.WELDED 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY 01824 BE CLASS"B"AND ALL HOOKS SHALL BE ) CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE,SPLICES SHALL THE NEC AND TELCORDIA. STANDARD,UNO. TEL (978 244-7200 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, . 4.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. FAX (978) 244-7240 REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE 5.EACH END OF EVERY POWER,GROUNDING.AND TI CONDUCTOR AND CABLE SHALL BE LABELED WITH ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBUC AUTHORITY REGARDING ON DRAWINGS: THE PERFORMANCE OF THE WORK. CONCRETE CAST AGAINST EARTH........3 IN. COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV CONCRETE EXPOSED TO EARTH OR WEATHER: PROTECTION,OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC&OSHA,AND MATCH 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS #6 AND LARGER..........................2 IN. EXISTING INSTALLATION REQUIREMENTS. AND A LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS. #5 AND SMALLER&WWF............1h IN. 6.POWER PHASE CONDUCTORS(I.E.,HOTS)SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL CONCRETE NOT EXPOSED TO EARTH OR WEATHER 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTUNE ONLY. OR NOT CAST AGAINST THE GROUND: TAPE(3M BRAND.Ye INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,OR EQUAL).PHASE CONDUCTOR ADVANCED 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,APPURTENANCES,AND PAD AND WALL...........................IN. COLOR CODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. BEAMS AND COLUMNS................1h IN. 7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS.ALL ENGINEERING GROUP,P.C. 5.A CHAMFER X"SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO,IN ACCORDANCE WITH ACI 301 EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION,WIRE CONFIGURATION, OJBlyiesFe.®YpMYpnenpurgYp- 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S SECTION 4.2.4. POWER OR AMPACITY RATING,AND BRANCH CIRCUIT ID NUMBERS(I.E.,PANELBOARD AND CIRCUIT ID'S). T >,iniw..r MCh n mo.ewn¢oah RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. can eawnRCE.a oxa11 SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR. , wsiaH,mom 8.PANELBOAROS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE �w>o�-.,u- . µ soe-ssT-rxs i-wT-w�. B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR SMALL CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT.POWER AND IT CABLES,GROUNDING CABLES AS WHEN DRILLING HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE STAINLESS SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWING.SUBCONTRACTOR SHALL UTIUZE EXISTING TRAYS STEEL OR HOT DIPPED GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. 10.POWER.CONTROL,AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE - (#34 AWG OR LARGER).600 V.OIL RESISTANT THHN OR THWN-2.CLASS B STRANDED COPPER CABLE RATED CONTRACTOR. 7.CONCRETE CYLINDER TEST IS NOT REQUIRED FOR PAD ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS FOR 90-C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, RECORDS SHALL BE PROVIDED BY TH 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES. (IB(A)RESULTS OF CONCRETE CYLINDER TESTG IN THAT EVENT THE FOLLOWINGPERFORMED AT THE SUP UERS PLANT,E CONCRETE SUPPLIER; UNLESS OTHERWISE SPECIFIED. '`jp Y4f-4CAf ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. (8)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(#6 AWG OR FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. LARGER),600 V,OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,CLASS B STRANDED COPPER CABLE MARC R.II.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND RATED FOR 90-C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S 8.AS AN ALTERNATIVE TO ITEM 7.TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS USED, UNLESS OTHERWISE SPECIFIED. DESIGNATED LOCATION. OF CONCRETE FROM EACH DIFFERENT BATCH PLANT. CHRETIENV 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE,SHALL BE SINGLE IVIL 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 9. EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT IS VERIFIED CONDUCTOR#3 AWC SOLID TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. 13 13.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR SHALL 13.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR,TYPE TC BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES FOR STRUCTURAL STEEL NOTES: CABLE(d34 AWC OR LARGER).600 V,OIL RESISTANT THHN OR THWN-2.CLASS B STRANDED COPPER CABLE RATED FOR 90'C(WET AND DRY)OPERATION;WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. E E� al, 14.SUBCONTRACTOR SHALL NOTIFY ADVANCED ENGINEERING GROUP,P.C.48 HOURS IN ADVANCE OF POURING CONCRETE I.ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND METRO PCS USED,UNLESS OTHERWISE SPECIFIED. s N►t NO EL BACKF SPECIFICATION 25252-000-3PS-GET-00001 UNLESS OTHERWISE NOTED.STRUCTURAL STEEL SHALL BE ASTM-A-36 ILLING TRENCHES,SEALING ROOF AND WALL PENETRATIONS&POST DOWNS,FINISHING NEW WALLS OR FINAL UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS.STEEL DESIGN,INSTALLATION AND BOLTING SHALL BE IN 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE,COMPRESSION WIRE LUGS AND ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)"MANUAL OF STEEL CONSTRUCTION". WIRENUTS BY THOMAS AND BETTS(OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO ENGINES /LA 3URV R 15.CONSTRUCTION SHALL COMPLY WITH METRO PCS SITES. LESS THAN 75'C(90-C IF AVAILABLE). _ 2.ALL WELDING SHALL BE PERFORMED USING EOVID ELECTRODES AND WELDING SHALL CONFORM i0 AISC AND AOF Di.1. 15.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH IT Is A VIOLATION ME OF G FOR ANY PERSON, 16.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK.ALL WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE RISC"MANUAL Of STEEL UNLESS THEY ARE ACTING UNDER THE DIRECTION DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED.SUBCONTRACTOR SHALL NOTIFY CONSTRUCTION",9TH EDITION.PAINTED SURFACES SHALL BE TOUCHED UP. NEMA,UL,ANSI/IEEE,AND NEC. OF A LICENSED PROFESSIONAL ENGINEER, THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 3 BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(�"0)AND SHALL HAVE MINIMUM OF 1W0 BOLTS 16.NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. TO&TER THIS DOCUMENT. . 17.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY UNLESS NOTED OTHERWISE. 17.ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETAWC CONDUIT(I.E.,RIGID PVC SCHEDULE 40,OR. SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED REVISIONS COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE%"DIA.ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. INDOOR LOCATIONS. USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. .SINCE THE CELL SITE IS ACTIVE,ALL SAFELY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS 5.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED 18.ELECTRICAL METALUC TUBING(EMT),ELECTRICAL NONMETALLIC TUBING(ENT),OR RIGID NONMETALLIC 18 18 ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORN THAT COULD PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR CONDUIT(RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL EXPOSE THE WORKERS TO DANGER.PERSONAL RF EXPOSURE MONITORS ARE TO BE WORN TO ALERT OF ANY WHEN DRIVING HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN 19.GALVANIZED STEEL INTERMEDIATE METALUC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS DANGEROUS EXPOSURE LEVELS. ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS ABOVE GRADE. STEEL OR HOT DIPPED GALVANIZED,EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. 20.RIGID NONMETALLIC CONDUIT(LE., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SMALL BE 6.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL USED UNDERGROUND;DIRECT BURIED.IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN SITE WORK GENERAL NOTES: STEEL. REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 1 6/5/09 SSUED FOR CONSTRUCTION 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 7.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 21.UQUID-TIGHT FLEXIBLE METALUC CONDUIT(LIQUID-TITE FLEX)SHALL BE USED INDOORS AND OUTDOORS,WHERE VIBRATION OCCURS OR FLEXIBIUTY IS NEEDED. 0 06/11/09 ISSUED FOR REVIEW 2.ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTIUTIES WHERE ENCOUNTERED IN THE WORK, SOIL COMPACTION NOTES FOR PAD ON GRADE: 22.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE REV. # DATE DESCRIPTION SHALL BE PROTECTED AT ALL TIMES. AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. BE RELOCATED AS DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN I.EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED PRp1ECT N0. DESIGNED 81': MRC SCALE:OR DRILLING PIERS AROUND OR NEAR UTILITIES.SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR STONE AS REQUIRED. 23.CABINETS,BOXES,AND WIREWAYS SHALL BE LISTED OR LIBELED FOR ELECTRICAL USE IN ACCORDANCE THE WORKING CREW.THIS WILL INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED SPACE C) WITH NEMA,UL.ANSI/IEEE,AND NEC. HmoDlw DRAWN BY: BDI AS SHOWN ELECTRICAL SAFETY D)TRENCHING&EXCAVATION. 2.COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR CHECK'D RY: MRC ENGINEER IS ACCEPTABLE. 24.CABINETS,BOXES,AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 3.ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. SITE NAME: 3.AS AN ALTERNATE i0 INSPECTION AND WRITTEN CERTIFICATION,THE"UNDISTURBED SOIL 845E SHALL BE COMPACTED 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN 4.IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE WITH "COMPACTION EQUIPMENT LISTED BELOW.TO AT LEAST 90%MODIFIED PROCTOR MAXIMUM DENSITY POER ASTM D DOWNWARD:SHALL BE PANDUIT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER)INDOORS.OR NEMA 3R SITE AND DISPOSED OF LEGALLY. 1557 METHOD C. (OR BETTER)OUTDOORS. HYNO016A 5.THE SITE SMALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER _ 4.COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED.PROVIDE 6"MINIMUM CRUSHED STONE OR GRAVEL COMPACTED 26.EQUIPMENT CABINETS,TERMINAL BOXES.JUNCTION BOXES,AND PULL BOXES SHALL BE GALVANIZED OR CROWN 875052 AREAS' IN 3"LIFTS ABOVE COMPACTED SOIL.GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100%PASSING B1 SIEVE. EPDXY-COATED SHEET STEEL,SHALL MEET OR EXCEED UL 50,AND RATED NEMA 1 (OR BETTER)INDOORS. 6.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE HAND- OR NEMA 3R(OR BETTER)OUTDOORS SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE S E SOILS WITH 5 PASSES R A MEDIUM SIZED VIBRATORY PLATE COMPACTOR(SUCH AS BOMAC BPR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOMAC SW 27.METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED,OR NON- HYANNIS 7.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED 55E).AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR CORRODING;SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) SURFACE APPLICATION. FILL AND COMPACTED AS STATED ABOVE. INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. B.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE 28.NONMETALLIC RECEPTACLE.SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND SITE ADDRESS: EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS COMPACTION EQUIPMENT: RATED NEMA I (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. ��FHf WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING, 1.HAND OPERATED DOUBLE DRUM,VIBRATORY ROLLER,VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR OWNER AND/OR LOCAL UTILITIES. BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. HYA*4MAOM 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT CONSTRUCTION NOTES: 30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE DRAWING TITLE: PROJECT SPECIFICATIONS. i DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD 1.FIELD VERIFICATION: AGAINST LIFE AND PROPERTY. SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,METRO PCS ANTENNA PLATFORM LOCATION AND ANTENNAS TO 10.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL BE REPLACED. 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC � NOTES MEASURES,IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 2.COORDINATION OF WORK: AND ALL APPLICABLE LOCAL CODES. G 11.THE SUBCONTRACTOR SHALL PROVIDE SITE SICNAGE IN ACCORDANCE WITH THE METRO PCS SPECIFICATION FOR SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. 32.CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. SITE SIGNAGE. 3.CABLE LADDER RACK: SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK,CABLE TRAY,AND CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. DRAWING N0: GN- 1 GENERAL NOTES: IF ASSUMED(E)CONDITION$DIFFER FROM SHOWN, THE CONTRACTOR$HALL VERIFY ALL DIMENSIONS AND ENGINEER MUST BE INFORMED OF ACTUAL FIELD CONDITION ELEVADONS WHICH EFFECT THE CONTRACTOR'S WORK. 1. FIELD SURVEY DATE: N/A r 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 metroPCS• ' (NAVD88) ZONING GP OVEJRL/AY 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983(NA083) Unlimit Yourself. `�/ ///,// 4. SITE CONTROL POINT: CENTER OF EXISTING MONOPOLE D/STR/CT'!�� ,/r',/ LATITUDE:N 41'39'32.184" 285 BILLERICA ROAD LONGITUDE:W 70' 19'32,808" THIRD FLOOR APPROX. CHELMSFORD. MA PROPERTY LINE 5. PROPERTY OWNER: HELD CORPORATION 1047 FALMOUTH ROAD D) 24 l// /// / ! / .\�/-!i , / /' /,/ r,.,r/ // HYANNIS,MA 02601 TEL (97$) 244-7200 /� ,/ r FAX (978) 244-7240 6. SITE NUMBER: HYNOD16A /' ! 7. SITE ADDRESS: 1047 FALMOUTH ROAD �'/. ."/ // /," ' /i !/// /f.'// / / ! ! '// % J i �! HYANNIS.MA 02601 /X/ 8. APPLICANT: MEIROPCS MASSACHUS 285 BILLER THIRD FLOOR ICA ROAD, V r / /�u TOWN CHELMSFORD.M4 01824 v 244-7000 / !/�','// 9. JURISDICTION: TOWN OF HYANNINI N— DVANCED S ENGINEERING GROUP,P.C. jI/,I/ ! /�/ ON/NG A3 I0, TAX ID: MAP 250 BLOCK 004 LOT 0 OA BIdlwrlp-i0erkpns/dnspp- / 1I. DEED REFERENCE: DEED BOOK: 1399 PAGE 183 �mmuloiu��" f / ]0l-N3-S.U9 Pk wlII 12. PLAN REFERENCES: TOWN OF BARNSTABLE/HYANNIS ASSESSORS •u:we-saT-riw na i -wu ,ZO' // MAPS&PUN REFERENCES AS INDICATED wi fi A /1 j/ '/ :� / BELOW ,// 13.4. ZONING JURISDICTION: RESION WAS DEAL. RMI ' 14. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE MAP Z�j (P)/ME'TROPCS 10 r INVESTIGATIONS AND EXISTING PLANS OF RECORD.ME CONTRACTOR SHALL / PARCEL A27-%Oi / i/ // //V '/ / / LOCATE ALL UNDERGROUND UTILITIES IN THE CTIFIELD PRIOR TO ANY SITE WORK. N/F //j/, /,'',/ r ,/ r r// r / / /r ' L'2,p XDI /`//WIDE/ACCESS'%r /1 / //�./! / CALL THE FOLLOWING FOR ALL PRE-CONSTRUCTION NOTIFICATION 72-HOURS t.A OWNER:HELD CORPORARON, " / ' / /j r // '. pgRCFy 023-%fllr / / EASEMENT TO FOLLOW / / ' PRIOR TO ANY EXCAVATION ACTIVITY: ``n 'dJ MAP 250 PARCEL 004 !!//r !' j' '// /j/(P/)/METROPCS Ib,=q,x10'-0;'. r: // / !// / /' / / / ' DIG SAFE SYSTEM MA,ME.NH,RI,VT): 1-888-344-7233 �p �4 -1047 FALMOUTH ROAD / /// /r/ r ! /j �(g)ACCESS/ /i1 r 'j r =/�' /!/ ( C / ' ( ) /? ///'f/ DRIVE/EASEMENT FROM,' CALL BEFORE YOU DIG(CT): I-800-922-4455 / ` LEASE ARE4DED TIN P/ / %; ! / // HYANNIS,MA 02601 � /// / , , /// TENDED,FENCED.'/ '� /� / AREA=.83 ACRES , //PUBLIC'ROW' / '' jf / //COMPOUND r /' ! / / /� / ,//=I / -µ''O'A// 15. PROPERTY LANE INFORMATION IS COMPILED FROM ASSESSORS PUN AND RECORD MARC R. f // DOCUMENTS AND IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE O .A RESULT OF A FIELD BOUNDARY SURVEY.AND IS SUBJECT TO CHANGE AS AN CHRETIEN ACCURATE FIELD SURVEY MAY DISCLOSE.A FULL BOUNDARY SURVEY WAS NOT X02, / // //==/�/ %=../.,./ %/✓�. //! ' ' PERFORMED. CIVI/ 16. THE SITE IS LOCATED IN FLOOD HAZARD ZONE C(AREAS OF MINIMAL FLOODING) No.4 J / AS SHOWN ST FEMA FLOOD INSURANCE RATE MAP FOR THE TOWN OF HYANNIS. MA-IVE DATE:S COUNTY-COMMUNITY PANEL NUMBER:250001 0005 C / /��//j _ /.//`/%`/=,' /, '� �////. TS@�Y., / ,• r BUILDING //I//I'�/M!1P 250,//;i t / I I EFFECTIVE DATE:SEPIEMBER I5, 1978. � / 4c r / ' !f / !///� / //- // / 1/! / I/.•, / '/, - / ' 1 17. BEARING SYSTEM OF THIS PLAN IS BASED ON TRUE NORTH.TRUE NORTH WAS 250/ b' }- ! / <'//// / • / ' *f/'• -/� 00 ESTABLISHED FROM EXISTING PUN REFERENCE.IT IS NOT INTENDED 70 BE AN ENGIN PARCEL 005 //N.} �s r'�,?Y - ,//I- !/ / r !1 I ' 00 EXACT REPRESENTATION OF TRUE NORTH. D1 / / / // / ! ! /,�!•1 IT IS A VIOLATION OF LAW FOR ANY PERSON. '� ' r/ /I - ,.'/� I UNLESS THEY ARE ACTING UNDER THE DIRECTION J / // / /,'// ///. r! // LEGEND OF A LICENSED PROFESSIONAL ENGINEER, / / /PA NC/ / ! r / ,/'�/ /r a' v TO&TER THIS DOCUMENT. / / !:/ r/' ` '// r 1r r/ � / , /// !// (E)�FE CED,COMP�ND /T / �a9's !/ /MAP250/ // r / r ! / / / (ro eErexrENDeD) / , _ PROPERTY UNE REVISIONS PgitCE✓003 - — — — — — — — - ABUTTING PROPERTY LINE %/'// /r , EXIST.CONTOUR r - r r // / ! UTILITY E'ABEMEN-T,TO r '� '` FOLLOWr P/U'G'ELECT A / / r / ✓/� /// (r) /, /// / j/ '!/r /// /� X _._--_ X EXIST.CHAIN LINK FENCE FROM/(6) UTILIT/Y/BOLE %M/AP 149// // , X X PROP.CHAIN LINK FENCE PARCEL !Y-Y Y'Y-YY Y--Y Y"Y-\ EXIST.TREE LINE r EXIST STREET LAYOUT EXIST.EASEMENT 1 8/5/09 ISSUED FOR CONSTRUCTION 0 06/11/09 ISSUED FOR REVIEW ••1''-'- —' EXIST.OVERHEAD UTIUTIES I REV. #I DATE DESCRIPTION OHW oHW PROP.OVERHEAD UTILITIES UG/E/T EXIST.UNDERGROUND UTILITIES PROJECT NO. p GMm P MRC SCALE: I94 UG/E/T PROP UNDERGROUND UTNTIES HfN001fiA DRAWN BY: BDJ as SHOWN CHECX'D BY: MRC I� EXIST URUTY POLE#XXX �'w ,/� ZONING BOUNDARY LINE SITE NAME: RESIDENTb4L,RD-/ ZONING DISTRICT �� H HYNO016A / ZONING SUMMARY TABLE HYANNIS / ZONING DISTRICT: RESIDENTIAL,D-1 / ASSESSORS MAP: MAP 250 PARCEL 004 PROPOSED USE: WIRELESS COMMUNICATION FACILITY SITE ADDRESS: DIMENSION: REQUIRED MINIMUM ��7 F t PROVIDED .LM / �A,F n RW \ / / LOT AREA 43,560 SO FT .83 ACRES HYANWMAIMM LOT FRONTAGE 20 FT 1583 FT DRAWING TITLE: FRONT YARD SETBACK' 100 FT 1072 FT /�^1�\ SIDE YARD SETBACK- 10 FT 66t FT PLOT PLAN & ��PLOT PLAN REAR YARD SETBACK- 10 ET 1}}1 FT �L NI F v7� C_1 $GALE;1-=120' •DIMENSIONS MEASURED FROM CLOSEST "'O� EQUIPMENT TO NEAREST LOT LINE 120' 60' 0' 120' 240' NOTES: DRAWING NO: I.PLOT PUN BASED MASSGIS ASSESSOR'S PARCEL MAPPING DATA AND TAX MAPS FROM THE LEGEND TOWN OF HYANNIS.PROPERTY LINES ARE APPROXIMATE ONLY. (F)-NNRE 2.SETBACKS ARE TAKEN FROM THE CLOSEST POINT OF EQUIPMENT TO PROPERTY LINES. (E)-EXISTNG 3.A METES AND BOUNDS SURVEY WAS NOT CONDUCTED BY ADVANCED ENGINEERING GROUP,P.C. (P)-PROPOSED (AGL)-ABOVE GRDUND LEVEL } ANTENNA ORIENTATION KEY . metroPCS. 30' Unlimit Yourself. 22 SECTOR A 285 BILLERICA ROAD THIRD FLOOR 270, CHEL OS O D, MA SECTOR C FAX (97a 244-7240 150' ` (P)METROPCS 10'-D•xl6'-D•(160 SQ.FT.) SECTOR B TOP OF(E)LIGHTNING ROD ELEV= 122'*AGL EQUIP./LEASE AREA WITHIN(E)FENCED COMPOUND tt l� CENTER OF(E)ANTENNAS _ELEV= 119't AGL (E)COAX BRIDGE SUPPORTS lT ,. , (TO BE RELOCATED) (P) METROPCS ICE BRIDGE - XADVANCED 2 (P) METROPCS ANTENNAS it ECNGINEERING GROUP,P.C. (P)EQUIPMENT TO REST ON(P)(STEEL (1 PER SECTOR, TOTAL OF OME &bpeLrtlpnrt6lweylp. 5_t BEAMS OVER(E)CONDUITS / ..`\t/ S-2 S-2 3)FLUSHED MOUNTED TO I' �II _ �j J CENTER OF(P)ANTENNAS ELEV= 110't AGL (P)METROPCS TELCO RUN FROM INSIDE BUILDING \ 53 (E)MONOPOLE ,I usr.wanx->.�sx rumoawo¢owl[ i (EXACT LOCATION TO BE DETERMINED) /\ 2 P wli-°'seiw: (P)METROPCS ACCESS GATE (E)GENERATOR(TO BE RELOCATED) I — 1 (E)BUILDING /'G \ �(E)ACCESS GATE(TO BE RELOCATED) I � P S �ZN Of b,S EXISTING RELOCATION OF CENTER OF(E)ANTENNA SUPPORT ELEV=_95'i X. EXISTING GATE . a (P) METROPCS MARCr R. ANTENNAS &COAXIAL II [J ```,.'RE'1�EN yx CABLES TO BE CENTER OF(E)ANTENNA SUPPORT ELEV=88'i AGL,,` � 961 \P)GENERATOR �j ,\l u 'i , V - - - -'� \t 8 INSTALLED IN CIVIL RELOCATION #. ACCORDANCE WITH �;, ; STRUCTURAL N .4031 (E)EQUIP.ON ANALYSIS REPORT CONCRETE PAD i / DATED MAY 15. 2009, \ 2 (E)GATE TO / DONE BY GPD A-1 REMAIN ( � , �- (E)COAX CABLE 111/// ASSOCIATES I ! P)MErROPCS UTILITY / Iv BRIDGE 4L (EASEMENT CENTERED UNDER \ ` _ _ \ / (E)0/H WIRES TO PUBLIC / __ (E)METER BOARD 1�_ (..� — CENTER OF(E)ANTENNA SUPPORT ELEV= 75'3 ACID NGI E�R ly S R EYOR \V' R.O.W. '(E)PCP CABINET \� (/FTL,/ �I''F"'fIF IT IS A VIOUnON OF UW FOR ANY PERSON, METER �� 1 6F� I j UNLESS THEY ARE ACTING UNDER ME DIRECTION \ (P) UNDMETROLEO / `ti 'J - ' I II{I OF A LICENSED PROFESSIONAL ENGINEER, UNDERGROUND ELEC ,� / FROM(E)UTIL.POLE / l` (E) 119'A.G.L.MONOPOLE \\V/ 1 TO ALTER THIS DOCUMENT. ,'(\/ (E)6'HIGH CHAIN I REVISIONS --^\\\\/ Y \\ (P)METROPCS ANTEN LINK FENCE.W/2' �/ I 1 PER SECTOR,TOTAL OF 3) 1 ,Tl \\ I ` BARBED WIRE - / FLUSH MOUNTED TO(E) \ / \ MONOPOLE (E) 118' AGL {'�(E)0/H WIRE / t \ \" _ �� I I MONOPOLE / \ 1 P)METROPCS 10'WIDE �- ( 1 8/5/09 SSUED FOR CONSTRUCTION UTILtt EASEMENT TO )FENCED COMPOUND I FOLLOW(P)U/G ELEC \ I 0 O6/t1/09 ISSUED FOR REVIEW \\ FROM(E)UTILITY POLE REV. #I DATE DESCRIPTION PROJECT NO. DESIGNED BY: MRC SCALE: �(P) METROPCS ICE BRIDGE _ S-2 S-2 DRAWN BY: BDJ q5 SHOWN HYNOOI6A LHECN'0 BY: MRC \//` r \✓ 11 / \ \ / I i(E) BUILDING SITE NAME: \ � >� HYNO016A j (E)UTIUIY POLE / - I CABINET / / CROWN 87505 (P)METROPCS 10'WIDE - _ (E) PCP W ACCESS EASEMENT TO FOLLOW METER HYANNIS V / \ (E)ACCESS DRIVE/EASEMENT / ` / ) I (E) EQUIP. CANOPY SHELTER FROM PUBLIC ROW i��/ (E) 6' HIGH CHAIN UNK SITE ADDRESS: FENCE, W/2' BARBED WIRE 1047FALMOMROAD / B i _ !// HYANPUS,MA0W (P)GPS ANTENNA /,I' �� � DRAWING TITLE: j GRADE ELEV=0.0' COMPOUND PLAN 1 L------- --------- &ELEVATIONS (P)METROPCS 10'-O*xl6'-0*(16050.Ff. EOUIP./LEASE AREA WITHIN(E)FENCED COMPOUND (P)U/G ELECT FROM TRUE NORTH (E)U/P DRAWING NO: LEGEND WEST ELEVATION 1 COMPOUND PLAN (F) LURE A- 1 5' 2.5' O' ( A_1 SCALE:1=5' q_7 SCALE:1'=8' (E> EZIsnNc P) PROPoSEO 5' 10' 8' 4' 0' 8' 16' (AGL)a ABOVE GROUND LEVEL I"' (P)CONCRETE PAD 3 9g (E)CONCRETE PAD TO REMAIN P/\^,, 2'-1 Ij' 2^ 2'-1 Ij' 6- 2'-611%' 6" 2'-51%' 2'-6 6' 6' 6" 2'-111" 2'-I1 metro) V s 8 2"TELCO Unlimit Yourself. UNDERGROUND ELECTRICL CONDUIT TO BATTERY BACK-UP UNIT KNOCKOUT (E)CONCRETE PAD FOR(E) ( `I POWER DEMARC 69^ZI HE268wNZ86 �- -� �Qo o ❑O o ❑ 4 a 0 0000000 0 0000000 285 BILLERICA ROAD O MODCELL UNIT THIRD FLOOR GENERATOR TO BE REMOVED CABINET DIMENSIONS: CHELMSFORD, MA COMPLETELY 4 i - PPC CABINET DIMENSIONS: I o0 0 01824 ppQ 72.4'Hx35.41Vx37.8'D 64'Hx30'Wx12"D CABINET I TEL (978) 244-7200 CONCRETE PAD DIMENSIONS: I p \ v CABINETS TO 8'-3'Lx7'-5"Wx6'THK O I------ FUTUGRATING PER FAX (978) 244-7240 \ (2)2"TELCO CONDUIT PPC CABINET DIMENSIONS: I s m I m MODCELL MODCACTURER'S UNDERGROUND TO TELCO DEMARC 64"Hx3O'Wx12"D I =_= i IFUTURE BATTERYI BATTERY 1"CHAMFER(TYP) (E)CONCRETE PAD TO BACK UP UNIT BACK-UP o REMAIN IN PLACE F-- - UNIT W— ADVANCED _ CRUSHED 5T0NE3^ - I � L- I FUTURE CHB I 1/4"x 1/4" e I SURFACE TREATMENT ITr I I I o`1 ° II STEEL GRATING TO BRIDGE } 2' 10` COMPACTED CRUSHED(F)MOD (P)MOD I p BATT . F BATT. "' W6x20 STEEL BEAMS TYP.OTHER T-1 STONE TE GRAVEL CELL 4.08 CELL 4D8 I.�( ) I II -,O i I G _ BATTERY BACK-UP UNIT I I I.,., I c�i 1 TYP. TENDt -_- (THICKNESS AS E�NG)NEI�ERING GROUP,P.C. o REQUIRED) T Fn_yesk�nu■psdoPllel�® V- '^ CABINET DIMENSIONS: -- `T'J ° I [--- FUTURE STEEL CRATING TO -_------ ---L-->-- -- - - .I L__- r .»xrwwv.pm[ nmaaaa[wat 69.2"Hx2&8'Wx28.6"D W61x20 STEEL DGE R BEAMS R IV ALLOW w6x20 `=��11 _•x� -may / � r " ° -W-.I i •J„-. _ -'' _ _ _ .•'• •••••• usr rnomuxc.m oxsle xamx xwcso.x.a azaox — T_ J— — — — ._ __ _ = _ Vx.]09-N2-SU9 Vx bt bl OSI I MODCELL UNIT II _ _I \._ /I BA TLtATION OF FUTURE FI-. it it 1-11'-_111 FBI I II it I"TltT I..- II I.il i-TR ITI`I-T I' -I.I II� 1 -Ij i IIrom'MR141-1T1�1gam1j bmmeeIF- BATTERY _ I 10) 1/2'0 HILTI HY 150CABINET DIMENSIONS: - u �¶ �j ( ) EXPO%Y ANCHORS(5) II \ / I n lu-w �-I,�I�. ��II- 1�.:111-f1 hl 111 111 11-:a I,I If}{IIIII I.III_-yT L II-(L- llf Illdi' EACH SIDE,3 1/2"EMB. 72.4"Hx35.4'Wx37.8"D II / �v (E)CONDUIT TO REMAIN IN PLACE _ rt-III T- 111 I II i 8-3 LzT 5'Wx6"CONCRETE PAD PMJ FILLER BETWEEN(E)CONCRETE PAD AND W/j4 BAR$E.W.CENTERED IN PAD PROPOSED CONCRETE PAD 2 AC KNOCKOUT HB 1 1/4"x 1/4"STEEL GRATING lo•-o"xla'-9• IL_-�� -�-�. P�gN OF rbgs LEASE AREA ��77r�TT/�TTTT ?7 Ti �TT SECTION AT EQUIPMENT PAD (MCNICHOLS)SECURED TO W6x20 STEEL BEAMS E. S,C SCALE:1/2-=1'0' W/SADDLE STYLE CUPC/FASTENER (Ha 1 1/4"x 1/4'STEEL GRATING MARC R. PLAN EXCAVATE AS REQUIRED TO REMOVE VEGETATION& PLAN AT EQUIPMENT PAD MLNICHOLS)SECURED TO W6x20 STEEL BEAMS 0 1'-0" 2'-0" 4'-0" 6'-0" TOPSOIL,EXPOSE UNDISTURBED NATURAL 41 'A $-1 SCALE:1/2"=1'-0" W/SADDLE STYLE CUPC/FASTENER SUBGRADE&PLACE CRUSHED STONE AS REQUIRED CHRETIEN v TOP SOLAR SHIELD CIVIL o r-o" 2'-0" a'-o" 6'-0" NO.40 AIR FILTER COVER O O 0000000❑ ss( L' OQA SOUND MUFFLER O d E 0000000 ENGINEER LAB OR (E)7'-8"Lx7'-5"WxO'-6"D CONCRETE PAD IT IS A VIOLATION OF LAW FOR ANY PERSON. ' EEPROM HATCH UNLESS THEY ARE ACTING UNDER THE DIRECTION (REAR ACCESS PANEL) OF A UCENSEO PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 6'r- AC1 LATCH REVISIONS Frvjii�B-3'LxT-5Wx0'-sb 42•CONCRETE PAD W/ #4 BARS E.W. I CENTERED IN PAD _ HATCH `ol I (REAR ACCESS PANEL) i0 it 0" REAR EQUIPMENT CABINET DETAIL REAR I o SCALE:NTS 1 8/5/09 ISSUED FOR CONSTRUCTION o (Jo I 0 06/11/09 SSUED FOR REVIEW a a176 I I I I 9 I REV. DATE DESCRIPTION 4'-58" F --_=E-f==+_, - - _ _+. I _ a- jP101ECT No. DESIGNED Rf: MRC Ste: A 6 � mm�l� DRAIN BT: aDJ AS sHowN I 2•_24••___ I L1 I R I R e LHECK•D BY: MRC II (F) MOD (P) MOD .I I I SITE NAME: N CELL 4.OB CELL 4.OB 9 ) BATT. B I B (F) BATT. e i -I''- t 6'-=3.. I �- _ J --_ i IL o--------JI -7q" HYN0016A 6•_,156•• CROWN 875052 HYANNIS FRONT GRAVEL BAN SURFACE SITE ADDRESS: PMJ FILLER BETWEEN(E)CONCRETE I CHAMFER(TYP) PAD AND PROPOSED CONCRETE PAD 'O 1WFN.b10U1HRa1D .... .:'._ ......t _.. .. WAWK MACM T-5"- SHOWN FOR CLARITY D GRATING NOT WEED BLOCK uNDERLAYMENT WITHIN DRAWING TITLE: (P)LEASE AREA 5ECTI N ^''pITLE �RAN, SECTIONS NOTES: O 1_3 O W 6 D PRECAST EILN�rIY1C1Y I PLJVYL 6. .. c CONCRETE PAD W/N4 BARS 9 �A'LS 1.MOUNT CABINETS TO CONCRETE PAD PER MANUFACTURER'S REQUIREMENTS. SPACED EVENLY BOTH WAYS N FV 2.PROVIDE 3'-0"MIN SERVICE ACCESS IN FRONT AND REAR OF ALL CABINETS 3.MOUNT PPC TO CONCRETE WITH PROVIDED HARD RUBBER GASKET TO MINIMIZE CORROSION, EXCAVATE AS REQUIRED TO REMOVE VEGETATION&TOPSOIL,E%POSE UNDISTURBED NATURAL SUBGRADE&PLACE CRUSHED STONE AS REQUIRED DRAWING NO EQUIPMENT BOLT HOLE LAYOUT PLAN CONCRETE PAD FOR GENERATOR DETAIL �\_ 5_I SCALE:3/4=1'-D S-1 SCALE:NTS 0 B" V-4" 2'-8" 4'-0" J RF SYSTEM SCHEDULE ^ ANTENNA INFORMATION MAIN FEEDLINE TOP JUMPER BOTTOM JUMPER �0�V/ '�• SECTOR TYPE AZIMUTH ELECTRICAL MECHANICAL.RAD CTR, AG MAKE MODEL FEED CABLE MFG LENGTH COLOR SIZE LENGTH S1ZE LENGTH metDOWNTILT BOTTOM FXL-780 COMMSCOPE 130't 1 R Yz" 6' N2 10' Unlimit Yourself. V•2P Tx/Rx 30' - - 110't KATHREIN 800 10504 �.,Q• BOTTOM FXL-780 COMMSCOPE 130't II R Yz" 6' )4" 10' ALPHA 285 BI LLERICA ROAD BOTTOM FXL-780 COMMSCOPE 130't 1 Y Xe" 6' 1'z 10' THIRD FLOOR Tx/Rx 30' - - 110't KATHREIN 800 10504 CHELMSFORD, MA BOTTOM F%L-780 COMMSCOPE 130't II Y 1z' 6' yt" 10' 01824 BOTTOM FXL-780 COMMSCOPE 130't I BI Y2" 6' Y2" 10' TEL (978) 244-7200 Tx/Rx 150' - - 110't KATHREIN 800 10504 FAX 978 244-7240 . DOWN TILT BRACKET -~ BETA BOTTOM FXL-780 COMMSCOPE 130't It BIT XZ" 6' 1z" 10' ( ) SECTOR GAMMA _ I BOTTOM FXL-780 COMMSCOPE 130't W Yt" 6' Nt 10 GPS 2MM110' 1 51, j Tz/Rx 150' - - 110't KATHREIN 800 10504 ANTENNA DIMENSIONS: BOTTOM FXL-780 COMMSCOPE 130't 11 W Y2" 6' )4" 10' 5'H x 3.2'D \ \ 1 - - BOTTOM FXL-780 COMMSCOPE 130't 1 Cr Y2.. 6' Y2 10' METRO PCS SECTOR ANTENNA ETRO PCS y/ Tx/Rx 270' 110't KATHREIN 800 10504 /FADVANCED _ SECTOR ANTENNA - - BOTTOM F%L-780 COMMSCOPE 130't II Gr >f" 6' >4" ,D' C TYP. GAMMA BOTTOM F%L-780 COMMSCOPE 130't I Vi Y2" 6' �.. 10' PANEL ANTENNA DIMENSIONS: \\` Tx/Rz 270' 110't KATHREIN 800 10504 ENGINEERING GROUP,P.C. 51.3'H x 11.8W x 2.7'0 `ran BOTTOM FXL-780 COMMSCOPE 130't II Vi )¢" 6' X2 10' OdBCYreYn-9bDewlopins1181.wrYp. (TYP.OF 6) l CPS _ _ _ _ _ _ _ •• _ 25't IY & IIY _ _ _ _ Ik�y•�ls 331 N N°,VEors: P�:]OA-DA2-]U9 PN:bl-fi01b311 50B-59T-TA9 FA:b1-bT-6HA - TRUE NORTH GPS AND ANTENNA DETAIL ANTENNA MOUNTING PLAN e e 3_2 SCALE:TUTS S_2 SCALE:3/16'=1'-0' GPS ANTENNA e (BY PCTEL) 0 2'-8"5-4" 10'-8" 16'-0" COLLAR BRACKET 1'-4Ya" I MOUNT KIT 1 O� ✓, a C 3 4 5.. MAR PLATE y x x 161 I lY'0 SCH.40 x 18" 27�., 2:g" �" LG.GALV.(A-36) MIN SS OR GALV.PIPE ® A1. i.1 CHRETIEN TYP. TYP. m%1s T x SLOTTED MOUNTING TILT HOLES FOR a HOLE FOR CIVI R 1 BRACKET PLATE I ADJUSTMENT T ® No. 3 / 4Y4 „ y'm PIPE o m 27/8 �7.. U-.BOLT(ttP) %9"x 2%B"SLOTTED HOLE FOR PLATE y"THICK ® ENGINE /VVjSBR v5R 2"0 PIPE U-BOLT WITH DOUBLE NUTS AND WASHER$(TYP.) ICE BRIDGE 2 IT IS A VIOLATION OF LAW FOR ANY PERSON, SUPPORT POST J2'0 COAX CABLE MINIMUM in THEY ARE ACTING UNDER THE DIRECTION MOUNTING BRACKET PLATE BENDING RADIUS PER OF A LICENSED PROFESSIONAL ENGINEER, DOWNTILi ANGLE: MANUFACTURER'S STANDARD TO ALTER THIS DOCUMENT. m a i PER RF ENGINEER GPS ANTENNA MOUNTING BRACKET e REVISIONS GPS MOUNTING DETAIL 2 2 1/2"0 PIPE GALV. S-2 SCALE:NTS m 11> ANTENNA ( II I-THE CPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1--1Y2" DIAMETER GALVANIZED STEEL OR W/DOWNT LT BRACKETS ( II STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END, THE PIPE SHALL BE CUT ITEM PART N0. DESCRIPTION Dtt. A TO THE REQUIRED LENGTH USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. I WBT243.01 VERTICAL TRAPEZE SECTION 1 it THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED I TO THE ANTENNA MOUNT. 2 WBT123.02 12'HORIZONTAL TRAPEZE SECTION 3 VALMOUNT' 2-THE MOUNTING PLATE SHALL BE FASTENED AS SHOWN AND ATTACHED TO THE APPROPRIATE 3 MT-387 SQUARE WASHER, I 1/2"x1 1/2'W/7/16'HOLE 6 1 8/5/09 ISSUED FOR CONSTRUCTION TRI-SECTOR TRI-BRACKET SUPPORT STRUCTURE USING U-BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE O' 4 GB-03205 }/8"x2"GALV.BOLT KIT J ADAPTER KIT MOUNTING PLATE USING THE OVERSIZE U-BOLTS PROVIDED TO ALLOW ADJUSTMENT. IT IS CRITICAL 3 0 06/11/09 ISSUED FOR REVIEW 8B186S THAT THE CPS ANTENNA IS MOUNTED WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE 5 GWF-03 3/8-CALV.FLAT WASHER J ANTENNA IS WITHIN 2 DEGREES OF LEVEL. 6 CB-03105 3/8"x1'GALV.BOLT KIT 6 REV. # DATE DESCRIPTION 11> LNA ) 1 z- 1 5/8.0 TOP RAIL PROVIDE DIAGONAL ADJUSTABLE RIDE AND CABLE LADDER DETAIL PROJECT NO. DDES�IWCIN1 E�Br: � SCALE AS sMowN % TURNBUCKLE ASSEMBLY AT ALL CORNERS 'I S-2 HTN00164 SCALE:ITS CHECK'D Br: MRC �lr � j STRETCHER Y, MESH 9 2'WIRE BAR 2 SITE NAME' .TENSION. CA. (P)FENCE TO "WE 4 DUTYYARM HYNO0I6A . MATCH(E) '� " LATCH 3 1/2- PIPE SUPPORT POST ■/�_ SEE NOTE 1 �, FENCE IN KIND 2 I/2'0 j A PIPE AT LANE POST CROWN 875052 MONOPOLE END POST 52 1'2.0 PPE AT PULL POST.; T 5/86 PIPE 3" GRADE 2 1/2'A POST(! TRAME GTE w/ //r - - - ' FOR 5'-0 G1E; PoSITNE LOCKING / HYANNIS ITAF S MECHANISM TT�. SEE NOTE 1 .:75?R. .,A. '/>"iu�CY.F'9R�.�r:A 9'. 9SSr• bTx ROUND l PIPE INLET TP.) HAND HOLES t LEVEL I` I SITE ADDRESS: ( ;I' BOTTOM TENSION WIRE I{ �,, l III I ® b _III 1047FAI.MOMFQ(1�ANTENNA II i l l --0(P - I I I t11- A,RING 11 T SPUT CLAMP WAIM MA�- ( 1') f.• WI MONOPOLE - " I I DRAWING TITLE: (TOR REF.ONLY)FENCE NOTES: - I - � I I.INSTALL FENCING PER ASTM F-561,SMNG WE PER ASTM F-900, I I Sy 2.ALL END POSTS,LINE POSTS,PULL POSTS,POSTS FOR GTE UW PIPES FOR GTE TRAME AND TOP RARS SHALL BE SCHEDULE AO PIPE ITEM PART NO. DESCRIPTION OTY. 4 I CONCRETE FOOTING r T MNA MOUNTING PMF PER ASTM T 108.1 1 WBLB123.06 12" WAVEGUIDE BRIDGE SUPPORT BRACKET MLJLTV II c D f1LTAl1 5.FABRIC SNAL BE 12 G CORE WIRE SIZE 2"MESH CONFOMM TO ASTM A-D92, 2 MF-130 DIRECT BURIAL PIPE COLUMN, 13'-4" 2 cl a7VHMULE&MAILS NOTES SECTION A-A 4.TENSION MRE SNALL BE 7 G GALV.STEEL 3 WB-CY110 12" SAFETY GRATING 1 I al 5.TIE WE SNALL BE 11 G GALV,STEEL(MN.)AT POSTS AND RA .A SINGLE WRAP FABRC RE AT TENSON WIPE BY HOG RINGS SPACER L J I. PROVIDE KELLOMS GRIP AROUND CABLES AND FASTEN TO EXISTING MAx.OT 2:INTER°Ks. 4 WB-K1106H HARDWARE KIT ITEM b5-16 1 DRAWING N0: J-HOOKS INSIDE MONOPOLE. 8,STEEL FENCE SYSTEM SHALL INCLUDE THE FENCE POSTS.FABRIC.GTE SYSTEM AND ALL NECESSARY ERECTION ACCESSORIES.FITTINGS AND FASTENWGS.ALL FENCE SYSTEM COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153.GT6 SHALL BE WIG GOES CORN 1'-6• 5•-O'UAFS.REFER TO TYPICAL FENCE MAL FOR ADDITIONAL INFTIRMSRON.INSTALL FENCE AFTER CONCRETE HAS ATTANED 15F OT 28 GY DEaa srRENGTH. ■ � ANTENNA MOUNTING DETAIL @TYPICAL FENCE DETAIL �CABLE BRIDGE DETAIL �CABLE BRIDGE FOOTING L 5_2 SCALE:NTS SCALE:NTS S_2 SCALE:NTS S_2 SCALE:ITS IS j metroPCS. Unlimit Yourself. EXISTING UTILITY POLE WEATHER HEAD MARE A11 CONNECTIONS AS PER UP-COMPANES REQUIREMENTS 285 81 LLERICA ROAD !/ TELCO DEMARC TO THIRD FLOOR BE UPGRADED AS I/ CHELMSFORD, MA REQUIRED I`/ f � 01824 5 / EXISTING BUILDING TEL (978) 244-7200 TO(E)SERVICE REQUIRED)PROP OSED E(SEE POWER RISER) / FAX (978) 244-7240 POLE MOUNTED _ 24OV,10,3W MANUAL BYPASS METER TRANSFORMER OR I j - 1 PROPOSED EQUIPMENT VENDOR ER TRANSFORMER ON UTILITY 240V,10,}W KWH MANUAL BY-PASS MANUAL TRANSFER SWITCH(INCLUDED W/PTC) COMPANY APPROVED P Ij L -I / METER MILBANK 2272RL(OR EQUAL) - PTC.TRANSECiOR M/N / W/200A,2P TENANT CIRCUIT BREAKER �"'_�� AND LOCKABLE BREAKER DOOR TT11 I �rFUTUREL — — — 1101-781-200, / - ® rNTUfj¢ I BBU MOD ILL 11 MODCELL I 120/24OV.200A / BBUUI 4.OB I 4.08 1 O 200A-2P MOOCELL - / PPC I I r ,I I W- ADVANCED / O 1 AA M I 4.OB q GROUND CONDUIT PER �/ I ®I 1 I I L-J tl 1 _ I 2DA zP I UnLm COMPANY / T L_ 11 I EN�VGIN�EERING GROUP,P.C. W� O REQUIREMENTS / I I I I ��"•"A®� �� � (3)®2/0& 15A-IP GFl (1)82/00 I I TELCO FAN / --- -- - -- - - ru.we-WT-rave FM.wI-aOT-mH IOA-IP /: /://�\\ - wl-wr-w. T — (})#3/0&(I)d2G-2"C 2"TELCO CONDUIT FUTURE CONNECTIONS GENERATOR IOOA-2P (3)81 &(1)(I8G IN 1'C TO MODCELL 4.08 RECEPTACLE (INCLUDED IOOp_pp W/PTC) I t--- ----------- LONG r=_ � RADIUS \ (NTURE) BEND (2)4'TELCO CONDUIT L _ _ _ _ J ` MOOCELLI HANDHOLES/PULL BOXES AS W/FULL-LENGTH PULL ROPE ``IA Of Y, (3)/1 &(1)♦JBG IN I'C II 4.OB I REQUIRED BY SITE CONDITIONS SERVICE GROUND (FUTURE) r J qq O� PER NEC I L-J p I 'a �'�• II 1 0? MARC POWER RISER DIAGRAM " CHRETIEN r IL J I E-7 SCALE:NTS CIVIL No.4 A Ep ONE-LINE DIAGRAM SYOr A I_Ex°` E_I SCALE:NIS ENGINE IT IS A V10LAn-N OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REVISIONS LOAM AREA PAVED AREA SQUARE D,TYPE 22.000 A.I.C. TWO COURSES OF 80UARE D.TYPE 0 200A,2P PANEL SCHEDULE NEMA 1 1-1/2"BITUMINOUS PAVEMENT 6 MIL YELLOW WARNING TAPE FI ISH GRADE 'HIGH VOLTAGE- SAW-CUT TO STRAIGHT EVEN CRT EDGE BEFORE PAVING CRT DESCRIPTION AMP AMP DESCRIPTION 1 1 8/5/09 ISSUED FOR CONSTRUCTION RIGID STEEL CONDUIT PLUG RIGID STEEL CONDUIT COUPLING 0 06/11/09 ISSUED FOR REVIEW MOD CELL b1 100 - SPARE 2 a e"GRAVEL 845E 3 - SPARE 4 _ REV. #I DATE DESCRIPTION 5 - SPARE 6 12 6' 7f� MOD CELL b2 (FUTURE) 100 PROJECT NO' DESIGNED BY: MRC SOLE: 7 - SPARE 8 III / COMPACTED BACKRLL GRADE HYN00164 DRAWN BY: BUJ AS SHOWN 9 - SPARE 10 12'MIN - CHECK'O B/: MRC SPARE - 8..MIN. 11 - SPARE 12 COMPACTED / ///. /\i / 13 - SPARE 14 PROCESSED GRAVEL, SITE NAME: SPARE - a'MIN.ON ALL SIDES 15 - SPARE 16 c 17 - SPARE 18 SCHEDULE 40 CONDUITS FOR NEW NOTE: HYNO01 VA SPARE - ELECTRICAL AND TELEPHONE SERVICES DETAIL AS SHOWN IS FOR RIGID STEEL CONDUIT �1 19 - SPARE 20 SEE UTILITY AND SITE PLANS.PROVIDE SECONDARY ELECTRIC SERVICE. CROWN 875052 APPROVED PULL BOXES AS REQUIRED, PRIMARY HIGH VOLTAGE SERVICE 21 10 TELCO FAN 22 AND COORDINATE INSTALLATION W/ALL REQUIRES 4'CONCRETE 2— SURGE 3 SUPPRESSER 20 15 GFl RECEPTACLE 24 UTILITY COMPANIES FOR INTERFACING ENCASEMENT. HYANNIS AT TERMINATION POINTS.PROVIDE FULL RIGID STEEL TO PVC ADAPTOR PVC SCHEDULE 40 SIZE LENGTH PULL ROPES(TYP.). AS SHOWN ON LAYOUTS BURIED CONDUIT DETAIL CONDUIT DETAIL SITE ADD PANEL SCHEDULE ADDRESS, SCALE:E-1 SCALE:NT6 E_1 SCALE:NTS E_1 SCALE:NTS IW �� WASM IMAMM DRAWING TITLE: ONE LANE DIAGRAM, RISERS&DETAILS DRAWING NO: E- 1 GRADE ANDREW UGSKIT2 metroPICS. ANTENNA MOUNT GROUND---T/� CADWELD Unlimit Yourself. COAX CABLE _ GROUNDING KITS p --� 285 BILLERICA ROAD THIRD FLOOR (IF REOJ p CHELMSFORD, MA . RING GROUND®2 AWG BCW 01824 S B ABLE GROUND KIT SOUR.TINNED TEL (978) 244-7200 E-2 E-2m FAX (978) 244-7240 ItI;R: @2 AWG SOLID TINNED J ) o /-CPS ANTENNA �/ GROUNDINGCOPPER(TYP) ,,., o IT OGR UNDIING RING STEEL D ROD COPPER LONG UPPER CIGBE COAX CABLE KITS CO AWG GREEN INS. COPPER(IYP.) C LDVANCED LOWER CIGBE 2 ENGINEERING GROUP,P.C. E-2 E-2 '( ..... . .. ... . .... gg�1yy�I�YYpp -i DrnLo00at®wM0- • •••••••• �laomn+lo�u� TO EXIST.GROUND RING CAPS GROUND BAR EQUIPMENT GROUND BAR(EGB) 5 GROUND ROD DETAIL __—__—__—__--_—__ E_2 SCALE:NTS E-2 SCALE:NTS rMI.wa-ss:-nRs YAr. ,w vmu rol-c06'maii� AWC SOLID TINNED COPPER(TYP) FROM EGB(WHEN SHOWN ON GROUNDING RISER DIAGRAM) COAX CABLE KITS (f e e GROUND ROD W/TEST WELL sP'ARES� �� M OF Y4,r (TYP.OF 1) �'� 'fG 11UU11�� e e MGBE - MARC R. — — — — — _ - O NOTES: " CHRETIEN a TO GROUNDING KITS 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS ` im DIRECT GROUND WIRE DOWN TO GROUND BAR. 3 CIVIL 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS I' 0. 40 SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. • --'��- __•__� m ® }, WEATHER PROOFING$HALL BE iW0-PART TAPE SUPPLIED WITH \' 0. GROUND ICE -'\ ---��-- KIT.COLD SHRINK SHALL NOT BE USED. r BRIDGE POSTS I �^® �:® •loR a. •m e,.*.• I °R ' r m ENGINEER/LA'P1d�Uk OR II RI 2 1/2.0 MAX. 12"TO 24" - METER AND u _ - u I I —� IT IS A VIOLATION OF LAW FOR ANY PERSON, DISCONNECT - TO GR D ANTENNA CABLE UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, rl (ul JI.� TO ALTER THIS DOCUMENT. TO GROUND RING "<G..YY-- - - ------- - - - AT GROUND ROD TO EQUIPMENT ANDREW UGBKIT OR EQUAL WITH HOLE REVISIONS _ 4 GROUND RODS PATTERN AND STANDOFF INSULATORS WEATHERPROOFING KIT B2 AWG SOLID E-2 (TYP.OF 4) AND MOUNTING BRACKETS AS SHOWN (SEE NOTE 3) TINNED COPPER ® CADWELD CABLE GROUND KIT TO EXISTING (TYP) B2 AWG SOLID TINNED TO GROUND RING AT SERVICE COPPER(TYPJ TO EXISTING #6 AWG STRANDED COPPER GROUND GROUND CONDUITS GROUND RING(TYP.OF 2) I GROUND ROD WIRE(GROUNDED TO GROUND BAR) ® (SEE NOTE 1 &2) GROUNDING RISER DIAGRAM MASTER GROUND BAR(MGB) CONNECTION OF CABLE GROUND KIT 1 8/5/09 SSUED FOR CONSTRUCTION E_2 SCALE:NTS E-2 SCALE:NTS E-2 TO ANTENNA CABLE 0 06/11/09 ISSUED FOR REVIEW SCALE:NTS REV. # DATE I DESCRIPTION 7. PROJECT N0. I DESIGNED BY: MRC I SCALE: GROUND y+-. TO ANTENNA 1DRAWN BY: GD1 AS SHOWN LUG 1 NOTES; HYND016A CHECK'D BY: MRC 1. DO NOT INSTALL CABLE GROUND KIT Ai A BEND AND ALWAYS ANTENNA I STANDARD GROUNDING KIT(TYP) DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. SITE NAME: �6 AWC FROM ANTENNA GROUND BAR CIGBE CABLE GROUND KIT TOP OF MONOPOLE 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SEE NOTE I. SHRINK SHALL NOT BE USED. SEE DETAIL (SIMILAR) HYNO016A E _ GROUNDING AWG(PROVIDEDGKITT WITH TO ANTENNAS CROWN 875052 #p AWG BCW GROUNDING KIT TYP) 6-DR.SCH 40 INSPECTION e LUG(TYP) SLEEVE W/THREADED PVC COVER E�2 OROON ANNUND TENNA TOWER ON WALL,FLOOR ��FOR ALL) TX1 RX1 TX2 RX2 WEATHERPROOFING(THYEPR,ROOFING HYANNIS SITE FINISH GRADE rt ANTENNA STANDARD COAX JUMPER(TYP.) GROUND KIT(M.) :b::;::::• :;::q:ti;;: GROUND 8>R(CK�E) GROUND KR(TYP.) (SEE NOTE) BOTTOM OF MONOPOLE SITE ADDRESS: SEE NOTE I. SEE DETAIL E2 (SIMILAR) /6 AWC LUG IOO�J♦FAALA40 ROAD q yj�\7j CADWELO CONNECTION(TYP.) QO O O O O O O O QO (2)e2 AND BCW CONNECTOR WEATHERPROOFING B6 AWG HYAMB,MAOM Y/ KIT(TYP.)SEE NOTE 2 ANTENNA GROUND BAR, ^� •✓/ I .TO B1S VW TRAY OR ICEBfl10GE - /2 AWC SOLID, WIRENNED GRADE SIMILAR TO DETAIL} COPPER GROUND WIRE - '�-_.- DRAWING TITLE: PICTML WITHOUT INSULATORS. 1•r10'NOTCH SLEEVE FOR 111 ^J ANTENNA CABLE TO BTS BONGED DIRECTLY TO TOP /L�'[� PASSAGE IN RING WIRE. AWG BLW / EQUIPMENT(TYP.) OF MONOPOLE OR TOWER. ^d"51 LADING D�/'VW MAINTAIN INTERIOR OF EXOTHERMIC WELD UI BE USED WITH Po f/ �$I U SLEEVE DEBRIS FREE. 12 AWC BCW TO BUILDING SER, - GROUND OR GROUND RING NOTE: TO ANTENNA �_---_--- /2 AWC BONDED 5/8'COPPER CLAD 1.NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF SUPPORT PIPE i0 MONOPOLE TOWER.ANTENNA LOCATION AND CONNECTION ANTENNA LOCATION STAINLESS STEEL GROUND ROD i-GROUND OARS AT THE BOTTOM OF TOWED/MONOPOLES AND CONNECTION ORIENTATION.PROVIDE AS REQUIRED. SHALL ONLY USE EXOTHERMIC WELDS. 2.A SEPARATE GROUND BAR TO BE USED FOR CPS ANTENNA IF REQUIRED, DRAWING N0: E62 GROUND ROD TEST WELL DETAIL INSTALLATION OF GROUND WIRE EB2 ANTENNA CABLE GROUNDING-MONOPOLE EB2 CONNECTION OF GROUND WIRE TO SCALE:NISTO GROUND BAR GROUNDING BAR,TOWEWMONOPOLE E-2 SCALE:NTS SCALE:NTS