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HomeMy WebLinkAbout1336 PHINNEYS LANE (2) l3� �h��� �s ����1� Q�.�` : � - . � ,., s ci, � � � ,� 1 � , �` W [ � r i ,,. � , ,. o"ZD��� ado lo�� F� o .. U ,. .� . •� n _ _ , , ry � _ :, � • . o ,, � .: ;: . . �. �- 1 t �, ,. , - ', r- t(. �. 4 �. ., . .. .. ,: � r �Yc�s; { ,. . � :r 7:. . r -.. . � .,, -, '. � - . �, .. ,, i ., ,. ., � "-� 5 ti' � 1. ce .a d3 r:_ r 0 ` '� o �6 r .. a o e r .' - -. a .L .. _ b �. •, ,. '� '�� is '. . ti .. .. t �'- c .. .. ,.-� -... � n :'.. � - � o � .. '. �' � @ ° ', v . -� .. Y 4 .:e G '. PP . f_ yy u: q a y `q{ c 7* ea i � - - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2_74 Parcel D 19 Application # 1 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee I Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address P lnlea i(.S L av\._Q_ - Village • � CC1._rr\1—S+" P Owner Wt�`tl�Wl lAi(l P,' �Vl `T}>�� Address 23 1���.10 i S±hre± O.CAAo m Telephone/' 5PS -725 -90 03!] Permit Request S _l Z 6� k2- e x (�+I� antc-ii�n Lk) AA -c�nQ A %- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 101000 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) i Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Rom Count S? Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other _ -D Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/e'al stove:--❑Yes? ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑7new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial &'Yes ❑ No If yes, site plan review# Current Use CC I ` OWC r - e l ,)q Proposed Use C e l l TT0 01l -e ll��t w APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �I V) W C c(kOAJAX Telephone Number l� 7� � �32`T Address q!� N License # 07M MA- 02-414- Home Improvement Contractor# Worker's Compensation # R® C) ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE 14,r I DATE " / ��_ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ,c , ADDRESS VILLAGE 4 I . OWNER ,i w i 1 DATE OF INSPECTION: , FOUNDATION FRAME INSULATION = FIREPLACE Y I , ELECTRICAL: ROUGH FINAL `sy y PLUMBING: ROUGH FINAL i GAS: ROUGH j FINAL } ' FINAL BUILDING I i DATE CLOSED OUT i ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 ,- www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/OrganizatiorAndividual): UCA-Uct l On DUI Q G CO UP Address: City/State/Zip: f > >aq-� f1 Mf ) 0o9y`7y Phone #: _] I - -7 -70 Are ou an employer? Check tthe appropriate box: Type of project(required): XI]. am a employer with 30 4. ❑ I am a general contractor and I 6. ❑ New constriction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet I ❑ Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. workers' comp. insurance. 9. Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. fNo workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13..NOthejel2 `Q comp. insurance required.] *Any applicant that checks box?1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit imitating such. IContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: 0 5 S s Expiration Date: Job Site Address:I 3,1 Ph nf-y'S Lan-_ City/State/Zip: Barn,(�iTJblc_ M,'l 0Z&_z)( 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 Offi--e of Investigations of the DIA for insurance coverage verification. I do hereby certify und the pain d p nal s of perjury that the information provided above is true and correct Signature: Date: L Phone #: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority(circle one): 1. Board of Health T. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other n I L(MM/UU/T T T T) ACQRPu ULK 0 1HUATE OF LIAE51LITY INSURANCE ✓oz/z7/zolz THIS CERTIFICATE IS ISSUED AS A MATT ER 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 ar.ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION 1S WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does no-:confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME:' VP, CIC,LIA, Michael Tarpey Tarpey Insurance Group Inc PHONE 617.527.6070AX 343 Washington St. Arc Nd E ): (1c,Nd):617.S27.1980 MA L ADDRESS: Newton, MA 02458 INS URER(S)AFFORDING COVERAGE NAICp VP, CIC,LIA, Michael Tarpey INSURER A: Norfolk & Dedham 23965 INSURED Structure Consulting Group, Inc. INSURER : Twin City Fire Insurance Co 29459 49 Brattle Street INSURERC: Arlington, MA 02474 INSURER D INSURER E INSURER COVERAGES CERTIFICATE NUMBER: 2012-2013, Term/without E& REVISION NUMBER:: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR - TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DDrYYYY MMIDDM-YY - UWTS GENERAL LIABILITY R01O S S 5 10/05/2011 i 10/OS/2012 EACH OCCURRENCE 1 1,000.00 COMMERCIAL GENERAL LIABILITY I I �X PREMISES(Ea occurrence) 1 S0,00 CLAIMS-MADE OCCUR MED EXP(Any one person) S 5,00 A PERSONAL d ADV INJURY 1 1,000,00 i I I GENERAL AGGREGATE 1 2,000,00( GEN'L AGGREGATE LIMIT AFPLIES PER I PRODUCTS-COMP/OP AGG S 2,000,00( X POLICY n F PRO- JEC7 LOC I 1 AUTOMOBILE LIABILITY 91022321A 01/06/2012 01/06/2013 (Ea accident 1 1,000,00 ANY AUTO I I I BODILY INJURY(Per person) 1 ALL OWNED SCHEDULED A I-I AUTOS X AUTOS I i i BODILY INJURY(Per accideni) S ' X I HIRED AVTGS I�NON-OWNED i i - FRUPERTY DAMAGE AUTOS (Per accident) 1 IF X I UMBRELLA LAB X I OCCUR I I U09084174 10/05/2011 10/05/2012 EACH OCCURRENCE 1 5,000,000 A I EXCESS UAB i i CLAIMS-MADE _ AGGREGATE I 1 ,5,,Q00,QQ DED X RETENTION'_ 10,000, I 1 AND EMPLOYERS* YERS*LIABILITY OSWECNN6599 01/03/2012 01/03/2013 X L' a -AND EMPLOYERS'UABIIJTY Y r N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIV B I OFFICER/MEMBER EXCLUDED, NIA I E. EACH ACCIDENT 1 1,000,00 (Mandatory in NH) i If yes,describe under E.L.DISEASE'-EA EMPLOYE 1 1,000,00 DESCRIPTION OF OPERATIONS below . E.L DISEASE-POLICY LIMIT 1 1,000,000 I I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES-(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE For Illustrative purposes on y Michael Tarpey, VP, CIC,LIA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD A G R O U P May 20, 2011 Barnstable, MA Town Hall 367 Main St. Hyannis, MA 0260.1 To Whom It May Concern: Structure Consulting Group employs John McGillicuddy and.Eric Wainwright. All employees, including John and Eric, are covered by the Structure Consulting Group Insurance. Please see copy of Insurance attached. Please contact me with any questions. Steven Bozkurtian Steven A. Bozkurtian' President Structure Consulting Group, Inc. 49 Brattle Street Arlington, MA 02474 0: 781-791-7724 Ext. 11 M: 617-448-2470 F: 781-791-7704 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-078888� F JOHN G MCGILIOJDDY'" 14 BENNINGTON STREET 11 QUINCY Mp 02169 ' Expiration `�,•�•� 07/1112014 Commissioner Town of Barnstable 6w Regulatory Services >�srAat.� MAM Thomas F_Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Stn=t,Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PmperLY Geer must Complete and Sign This Section If�U�A Builder as Owner of the subject, zo e P P n-Y hereby authorize C 50 t s--- to act on my behaE, in all matters relative to wariz authotiEed by this bwldingpermit application for. (Ad �ofob) Signature of Owner _ Date i J2�r1 Print Name if Property Owner is applyingfor permit lease P p complete the Homeowners License Exemption Foam on the reverse side. C!:PORMS:DWNER�'ERhFISSIDN W1 less February 17,2011 RE: Verizon Wireless authorization Structure Consulting Group is a contractor for Verizon Wireless and, therefore, an authorized agent. Please allow Structure Consulting Group to sign on behalf of Verizon Wireless for all permitting and zoning documents.This pertains to all cellular sites where Verizon is changing equipment or performing a new installation Please do not hesitate to contact me if you have any questions.Thank you for your continued assistance. Sincerely, e I Daniel Fitzpatrick Verizon Wireless Real Estate Manager- NNE 400 Friberg Parkway Westborough, MA 01581 Desk: (508)330-3343 Mobile: (617) 645-5633 I 02/17/2011 10:24AM (GMT-05:00) i s+ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION C5 i 0S Map ' Parcel..-Odg Application o/ Health Division Date Issued h 1 Conservation Division Application Fee too. Planning Dept. Permit Fee ! f Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address /���v ��-H.4-e!:�S l o o e Village ji-46 Owner , v..G, f��'e �c���y 7�'����1 Jiro Address/;�(l `✓�� �.1 .+L(� f� Telephone -'-Permit Request (/�� � 47fvpv J e;�. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation UUU Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Fam i ily (# 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 FlZP,." oom C(u,Tp Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stpve: Yes ❑ No Detacha'd garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn:❑ existing ❑4 w size_ I N) Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use se.w'e APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ,S0 6 M M OC 'c►S41ti Telephone Number V 6 3) o(dl_o Y 7o Address to v 12d License # -.3 f �—T Home Improvement Contractor# Worker's Compensation # r k 07 1� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Iec-c,�4 �H � Ai SIGNATURE DATE ��1, ti :c FOR OFFICIAL USE ONLY APPLICATION# "DATE ISSUED MAP PARCEL NO. F ADDRESS VILLAGE y S• OWNER i .1 DATE OF INSPECTION: ; : _,,FOUNDATIONS FRAME € INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING S ri DATE CLOSED OUT ASSOCIATION PLAN NO. r h f. OrBarnstable F:S w g Regulatory Services` . # i omas F Geer,Darector . 'Bid]d Ilg DIYtSIt}II Tana berry;Building Commissioner p:. 200Iv1am Street;fiyannis,MA 02601 www:town.barnstable.ma.us Uffice'S08=862-4038 b.4 At,a , 8� 08:790-5230 '.' Property Owner Must Complete and Sign This Section If Using A Builder z, �1• x a/ as.Owner,of the subject property hereby authorize �er-r �„'��f J S,(� ��,c _ to act on my behalf, . t in all matters relative to work authorized by this building pexmit i (Addre of Job) E i Pool fences and alarms are the responsibility of the applicant: P.,00ls ? I are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. } t Signature of Owner Aigna e o Applicant Print Name Ptint.Na&e Date WORMS:OWNERPERMISSIONPOOLS 6/2612 E I i _ I - TOWN OF BARNSTABLE CONSTRUCTION CONTROL AFFIDAVIT PROJECT LOCATION: 1364 Phinney's Lane Hyannis, MA 01749 TENANT NAME: AT&T Mobility(Site number: 1298) NATURE OF PROJECT: Installation of equipment within the existing lease area and replacement of 3 panel antennas in the existing wireless facility. ARCHITECT AND/OR ENG.: Chappell Engineering Associates LLC ADDRESS: 201 Boston Post Road West, Suite 101, Marlborough, MA 01752 TELEPHONE: (508)-481-7400 In accordance with Section 107.0 of 780 CMR 81h Edition, the Massachusetts State Building Code, I Clement Salek , Massachusetts Registered Architect/Engineer# 47382 hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ENTIRE PROJECT X ARCHITECTURAL_ STRUCTURAL_ MECHANICAL_ FIRE'PROTECTION_ ELECTRICAL OTHER(SPECIFY) For the above named project and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. I further certify that I (or a duly qualified representative) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit approval for conformance to the design concept and this code. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection critical construction components requiring controlled materials for construction specified in the accepted engineering practice standard list in Ch. 17 of the Massachusetts State Building Code. PURSUANT TO SECTION 107.6.2.3 and/or 107.6.2.4, 1 SHALL PERIODICALLY SUBMIT PROGRESS REPORTS, TOGETHER WITH PERTINENT COMMENTS, TO THE TOWN OF BARNSTABLE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. Subscribed and sworn to me this: day of eur-ily e, 2012. �11AOF�q�q� CLEMENT J. SALEK CIVIL �; L No.47382 S w R INAL SIGNATURE AND SEAL, DATE NO RY., ES iVI.FITZGERALD Notary Public * $ Commonwealth of Massachusetts t My Commission Expires February 7,2014 y N100TAR EL EC TR/C GA S Real Estate Group One NSTAR Way, SUMESE210 Westwood,MA 02090 September 26,2012 Mr.Thomas Perry Building Director Town of Barnstable,Building Commission 200 Main Street Hyannis, MA 02601 Re: Application of AT&T Wireless for Site Plan Review r (Special Permit/Variance/Site Plan Approval) Locus: NSTAR Electric Company(NSTAR)Transmission Line off Phinney's Lane,Barnstable (NSTAR Electric Company,R/W#343,Line#120- 122,Structure#321) Dear Mr.Perry: In connection with the above application by AT&T Wireless,("Applicant")this is to inform you that NSTAR Electric Company("Company"),as owner of the transmission structure("Personal Property") located on the property off Phinney's Lane,Barnstable has entered into a license agreement with the Applicant pursuant to which the Applicant will modify certain telecommunications facilities at/on the Property. Such license is conditioned on the Applicant obtaining all required licenses,permits and approvals,including those required by the Town. NSTAR Electric Company believes that the use of existing electrical infrastructure facilities,such as the Personal Property,for telecommunications purposes presents many efficiencies and advantages to the host communities,by grouping similar uses on sites already devoted to infrastructure use,thereby minimizing any impact on the host community, and providing for an efficient use of existing resources. Very truly yours, NSTAR El tric Company By: Joseph L. monel i Wireless Communication Project Manager I i NS TA R EL EC TR/C GA S Real Estate Group One NSTAR Way,SUMESE210 Westwood,MA 02090 J September 26,2012 Mr.Thomas Perry Building Director Town of Barnstable,Building Commission 200 Main Street Hyannis,MA 02601 Re: Application of AT&T Wireless for Site Plan Review (Special Permit/Variance/Site Plan Approval) Locus: NSTAR Electric Company(NSTAR)Transmission Line off Phinney's Lane,Barnstable (NSTAR Electric Company,R/W#343,Line#120- 122,Structure#321) Dear Mr.Perry: In connection with the above application by AT&T Wireless,("Applicant")this is to inform you that NSTAR Electric Company("Company"),as owner of the transmission structure("Personal Property") located on the property off Phinney's Lane,Barnstable has entered into a license agreement with the Applicant pursuant to which the Applicant will modify certain telecommunications facilities atton the Property. Such license is conditioned on the Applicant obtaining all required licenses,permits and approvals,including those required by the Town. NSTAR Electric Company believes that the use of existing electrical infrastructure facilities,such as the Personal Property,for telecommunications purposes presents many efficiencies and advantages to the host communities,by grouping similar uses on sites already devoted to infrastructure use,thereby minimizing any impact on the host community,and providing for an efficient use of existing resources. Very truly yours, NSTAR El tric Company i By: Joseph L.1%monelft Wireless Communication Project Manager I f NSTA-RR STRUCTURAL ANALYSIS STRUCTURE 321, R/W 342 LINES 120 (115 KV) NSTAR — Phinney's Lane Address: 1364 Phinney's Lane Hyannis, MA 01749 Date: 7 DECEMBER 2012 ' CHAPPELL ENGINEERING VV ASSOCIATES,LLC Civil•Structural-Land Surveying R.K.Executive Centre o 201 Boston Post Road West o Suite 301 o Marlborough,MA 01752 t.508.481.740013 www.chappellengineering.com n f.508.481.7406 I i Report AT&T Project 1298, Phinney's Lane, Hyannis, MA. NStar COMELEC Structure 321 Double Circuit Bourne to Barnstable 115 kV Line Project Description Chappell Engineering analyzed the existing light angle two-pole tubular steel pole structure number 321 on the ComElectric Bourne to Barnstable 115 kV Line to determine the suitability of this structure to accommodate the loading caused by the replacement of three existing antennas within a 24" by 10 foot canister with three proposed antennas and three amplifiers within a proposed 36 inch diameter by 10 foot canister mount. The structure also has a Nextel platform mount on a pole extension on the second pole with 12 Decibel antennas. Conclusion The existing structure is 101.5%loaded under the NESC Rule 250E load case. We feel this structure is adequate to withstand the additional loads caused by the replacement antenna configuration without modification. Discussion This structure is a designed to accommodate two 115 kV circuits with single conductor 2338 kcmil 42/19 ACAR, 7#9 alwd overhead ground wire and one 55mm2/.457 inch diameter OPGW. Methodology The structure was analyzed using PLS-POLE version 10.6, a PC based computer program developed by Power Line Systems, Inc. A non-linear analysis was used. POLE is a finite element model. Structure Information Structure 321 is a Valmont light angle two pole structure 90 feet above grade. Structure Loading The following loading conditions were considered: Case 1 -Massachusetts DPU heavy loading. Case 2-NStar heavy ice(1 inch) Case 3-NStar high wind load 25 psf. Case 4-NESC high wind load rule 250C 120 mph zone. Case 5-NESC rule 250D Massachusetts(NESC)heavy loading,ice loading of/z inch radial ice(vertical OCF+2.0,wind OCF=2.54), Structure 321 AT&T 1298 Rev 1 December 07, 2012 Chappell Engineering Page 1 I I I NStar ice(1.0 Inches radial ice on conductor)with OCF=1.25 and NStar high wind loading, 25 psf(100 mph)and an OCF=1.25. NESC high wind 120 mph zone OCF=1.0. NESC rule 250D 3/4 inch ice 50 mph wind OCF = 1.0 These loadings meet or exceed all requirements of the National Electrical Safety Code (NESC)and the Massachusetts Department of Public Utilities(DPU). Actual wind span 583.1 ft., actual weight span 550 ft., 20.77 degree line angle. The loads are shown on the attached spread sheets and load calculation sheets. Structural Analysis The structure was modeled and analyzed using PLS-POLE. The maximum stress is 101.45 percent under NESC(DPU) heavy loading. Submittal PLS-POLE Output Tower Loading Trees Tower Loading Spreadsheets Submitted by Chappell Engineering �N 01=�s�c o� JAMES M. FITZGERALD o CIVIL "q No. 6833 y r L E r pare by: M. Fitzgerald, �.0. ?/Y Approved by: Robert C. Peters, PE f i Structure 321 AT&T 1298 Rev 1 December 07, 2012 Chappell Engineering Page 2 TRANSMISSION STRUCTURE LOADING SUMMARY FORM: Project Name: NSTAR-Phinney's Lane MA1298 Project Notes: STR#321,RAN 342,Line 120(115kV) Basic Tower Information: (User to input values in fields belov4 Wire Information: OHGW Optical Shield Wire Conductor 1 Conductor 2 - Structure No.= 321 Wire Size 7#9 ALWD Alcoa Fujikura 55mm 2338 KCMIL 42/19 ACAR - Line No.= 120 Qty.(Bundles) 1 1 1 Conductor Heigh(ave)= 59.2 R Dia.(in.) 0.343 0.457 1.762 Structure Type= Steel H-Frame Wt(lb/ft) 0.208 0.3 2.216 , Voltage= 345 RBS(Ibs) 12630 16000 51500 Slack WT.Span= 0 Max.Line Angle(deg.) 20.770 Height= 103.9 ft. (from SAG10 software) Ahead Span= 0 ft. Tensions: Tensions not used for tangent Structures Back Span= 0 ft. NESC 2508 4063 5378 13508 Wind Span= 583 ft. NSTAR Wind 2868 4128 12244 Weight Span=4-65-DDT-RET R NSTAR Ice 5488 7038 16686 Tangent/Light Angle or Dead End= 0 T/LA=O,DE=1 NESC Extreme Wind(250C) 3310 4754 14405 Structure Shape Factor= 1.0 Cylindrical=1.0,Lattice=1.6 NESC Wind+Ice(250D) 4639 5991 - 14430 Load Case Summary: - Wind on Wind on Struct Wire Load Case (lb./ftA3) fO.75 ) Wind Qz (F) (Tab.250.2) (Tab.250-3) OLF Table 253-1) (Table 261-tA) (Ibs./W2) (Ibs./ftA2) - Ice Densityhk. m h #HM2 Temp. Kz Structure Kz Wire Grf[Struct. Grf�re Vert Trans. Lon . SF-Re F-Reduction z z NESC 250E/MA DPU/(Delaplace LC1) 57 0 - 4.00 0 - - - - 2.00 2.54 1.65 Steel=1.0 10.16 4.00 NSTAR Wind(Delaplace LC3) 57 0 - 25.00 30 - - - - 1.25 1.25 1.25 Steel=1.0 31.25 25.00 NSTAR Ice(Delaplace LC2) 57 0 - 0.00 0 - - - - 1.25 1.25 1.25 Steel=1.0 0.00 0.00 NESC Extreme Wind(250C) 57 0 115.00 33.86 60 1.17 1.13 0.87 0.73 1.00 1.00 1.00 Steel=1.0 34.44 27.89 NESC Wind+Ice 250D 57 50.00 6.40 30 1.00 1.00 1.00 Steel=1.0 6.40 8.40 Summary Loading Table: NESC 250E+MA DPU+ NSTAR Wind(Delaplace LC3) NSTAR Ice(Delaplace LC2) NESC Extreme Wind(250C) NESC Wind+Ice(250D) ace L Location on Tower: Elev. R Vert Trans. Long. Vert Trans. Long. Vert. Trans. Lon . Vert Trans. Long. Vert Trans. Long. OHGW - 103.9 805 3080 143 1813 1291 2473 114 1658 675 2246 Optical Shield Wire - - 985 3918 206 2554 1452 3172 165- 2466 784 2768 Conductor - 59.2 3985 9399 1524 8193 4 3885 7520 1219 7581 2507 6217 Conductor 2 TELECOM LEVEL 1-AT&T 98.6 1111 694 1 697 556 556 1 DISTRIB.COAX 0 EQ.SPACES N= 5 535 181 104 372 657 83 365 387 133 TELECOM LEVEL 2-SprintfNextel 100.9 1489 909 300 2500 1842 240 2466 1021 604 DISTRIB.COAX EQ.SPACES N= 5 1095 296 212 608 1345 170 600 793 218 PERCENT USAGE BY LOAD CASE= 101.5% 97.1% 75.2% 92.4% 67.0% Chappell Engineering Associates,LLC-RK Executive Centre-201 Boston Post Road West-Suite 301-Madborough,MA T.508.481.7400-v-chappellengineeing.com-F.508.481.7406 12:19PM,120/2012 Wire/Structure Loading Worksheet: Project Name: NSTAR-Phinneys Lane MA1298 Project Notes: STR#321,RAN 342,Line 120(11SkV) Basic Tower Information: (User to input values in fields below) Wire Information: OHGW Optical Shield Wire Conductor 1 Conductor 2 Structure No.= 321 Wire Size= 7#9 ALWD Alcoa Fujfkura 55mm 2338 KCMIL 42/19 AGAR Line No.= 120 My.(Bundles)= 1 1 1 Conductor Heigh lave)= 59.2 ft. Dla.(in.)= 0.343 0.457 1.762 - Structure Type= Steel H-Frame Wt.(Iblft)= 0.208 0.3 2.216 Voltage= 115 kV RBS abs)= 12630 16000 51500 Slack WT.Span= ft. Max.Line Angle(deg.)= 20.770 - Height Structure= 103.9 ft. (from SAG10 software) Ahead Span= ft. Tensions per Load Case: Tensions not used for tangent Structures Back Span= ft. NESC 250E+MA DPU+(Delaplace LC1) 4063 5378 13508 Wind Span= 583 ft. NSTAR Wind(Delaplace LC3) 2868 4128 12244 Weight Span= 550 ft. NSTAR Ice(Delaplace LC2) 5488 7038 16686 Tangent/Light Angle or Dead End= 0 T/LA=O,DE=1 NESC Extreme Wind(250C) 3310 4754 14405 Structure Shape Factor= 1.0 Cylindrical=1.0,Laftice=1.6 NESC Wind+Ice(250D) 4639 5991 14430 Design Assumptions: Wind on wmd on Wire st-wre NOO Load Case (Ib./fM3) (im) Wintl Oz (F) (Tab.250-2) (Tab.250-3) OLF(Table 253-1) (Tabte261-1A (lbs.M-2) (Ibs./ft-2) Ice Dans Ice Thk mh) #/r2) Tem. KZ Structure Kz Wire Grf(Structure GrMire Vertical Transverse Long.ndal SF-Reductio z NESC 250E/MA DPU/(Delaplace LC1) 57 0.50 - 4.00 0 - - - - 2.00 2.54 1.65 Steel=1.0 10.16 4.00 NSTAR Wind(Delaplace LC3) 57 0.00 - 25.00 30 - - - - 1.25 1.25 1.25 Steel=1.0 31.25 25.00 NSTAR Ice(Delaplace LC2) 57 1.00 - 0.00 0 - - - - 1.25 1.25 1.25 Steel=1.0 0.00 0.00 NESC Extreme Wind(250C) 57 0.00 115.00 33.86 60 1.17 1.13 0.87 0.73 1.00 1.00 1.00 Steel=1.0 34.44 27.89 NESC Wind+Ice 250D 57 0.75 50.00 6.40 30 1.00 1.00 1.00 Steel=1.0 8.40 8.40 Where: Pw= .00256KzWGrftGdag Es=.346[33/(.671p]"(1/7) Ew=.346[33/(h)]"(1/7) SF-Rule 250E SF-Rule 25OC&D Kx=2.01[:671V900)p(219.5)>K-85 Bs=1/(1+.56(.6711)/220) Bw=1/(i+.8(h)/220) Steel=1.0 Steel=td Grf=[1+(2.7EsSe.5)]/KWJ Kvs 1.43 Wood=.65 Wood=.75 Hardware=11 Hardware=1.0 Guys=.9 Guys=.9 Total Conductor Vertical and Transverse Loads: Load Case OHGW Optical Shield se Conductor 1 Conductor 2 Vert. Trans. Long. Vert. Trans. Long. Vert. Trans. Long. Vert. Trans. Long. NESC 250E+MA DPU+(Delaplace LC1) 805 3080 985 3918 3985 9399 NSTAR Wind(Delaplace LC3) 143 1813 206 2554 - 1524 8193 NSTAR Ice(Delaplace LC2) 1291 2473 1452 3172 3885 7520 NESC Extreme Wind(250C) 114 1658 165 2466 1219 7581 NESC Ice 8 Wind 250D 675 2246 784 2768 2507 6217 Chappell Engineering Associates,LLC-RK Executive Centre-201 Boston Post Road West-Suite 301 -Marlborough,MA T.508.481.7400-www.chappeliengineering.com-F.508.481.7406 12:19 PM, 12!//2012 Appurtenance Loadina Worksheet: Basic Information: (User to Input values in fields below) Structure No.= 321 Red Center Height= 98.6 ft.AGL Attachment Type= 0: When Direct Mount= 0 Line No.= 120 Courdv= Barnstable 18lever Mount= i Max.Structure Height = 103.9 Shape Factor= 2.0 Structure Type= Steel WFrame Exposure Factor= 0.87 _ Vattage= 115 Cable Shielding Factor= 0.30 Ant Attach.= 1 Coax Attach.= 5 Eauipmem Physical Data: Wind Area Projection(sq.IL) Weight w/lee(tbs.) - NESC IMIB.MA NSTAR WIN NSTARka NESC Eroram•WIN NESC WIN+ka NESCMCB.MA NSTARWIM NSTARb �� NEW wiM Rectangular Appurtenances ManuJType Model No. Qty. WL(lb.) H(in.) W(in.) D(in.) opu. li9(odap.m ( Ke Ler wu.(p•I.q.m EPrema ynro 1 (Od=LC2) (2W) (MOD) a fi)dapix LC3) (od+PlusLC2) ♦lm ReOD) Antenna 3. 8 145 Antenna 2 CCI DTMASP7819VG12A 3.0 20.0 60 60 61 60 60 Antenna 3 Vacant Antenna 4 Vacant Misc.1 Vacant Misc.2 Vacant Misc.J Vacant Mount Valmont 1.0 350.0 350 350 350 350 350 Total Antenna Weight(no ice)= 556 lbs. Totals= 558 556 557 556 556 Wind Area Projection(sq.ft.) Weight w/Ice(tbs.) NESC MOB+MA NESC M.B.MA NESD Cylindrical Appurtenances Manurrype Model No. Qty. WLllb.) Dia.(in.) Height or Depth pw.(D.I•p... NTMWM NSTARIm NESCEtl_VfiM WSCWlM.ka oPtl.(D�Wxa PcraamM NSTAR ke E,arame ynna NE Nnro Let) Ip.lapace LW) (p•tapac•LC]) Rene) R60p) 11) 0�•lap•m LC]) IDelaga.e LC2) (xwe) +ke RseD) Dish 1 Vacant Dish 2 Vacant Canister 1 Vant Canister 2 Vacant Total Weight(no Ice)= 0 lbs. Totals= NESC 360E+MA NESC MOB.Ml1 NESC NSTAR WIN MTARk• NESC E#r•m•WIN NESC Wina+k• NSTAR WIM NSTARbNESC WI�M Coaxial Cabling MenuJType Qty. Wt.(Ib./ft) Dia.(in.) Length(ft.) ppu.(p.l.q.ce ow.lD.l.q.•• E#rem•wma Let 10.1•gaca Lea) (Det•q•.•Le=) Repel Rep01 Let (D•Iagae•Les). (Demgaee Lot) xeee .1.(25DD) Signal Coax 1-518" 6.0 0.7 2.010 98.6 148 99 198 99 173 1337 414 2629 414 1937 Signal Coax Control Coax Total Coax Weight(no ice)_ 414 lbs. Totals= 148 99 198 99 173 1337 - 414 2629 414 1937 Design Assumptions: Load Case bill 3) (in.) Wind Oz (F) (Tab.250-2) (Tab.250-3) OLF(Table 253-1) Wind on Appurt. Ice D.mlt Ice Thk. (Mph) p/ftA2 TempKz SWcture GrttSlructure Vertical Transverse Lon ftundal z IbsAA2 NESC 250E/MA OPU/(DelaplaCe LC1) 57 0.50 - 4.00 0 - - 2.00 2.54 1.65 10.16 NSTAR Wind(Delaplace LC3) 57 0.00 - 25.00 60 - - 1.25 1.25 1.25 31.25 NSTAR Ice(Delaplace LC2) 57 1.00 - 0.00 30 - - 1.25 1.25 1.25 0.00 NESC Extreme,:Ind(2 57 0.00 115.0 33.86 60 1.18 0.78 1.00 1.00 1.00 30.71 NESC Wlnd.lee 250D 57 0.75 50.0 6.40 15 1.00 1.00 1.00 6.40 Where: ft= .00256JCc"V2t13Od-Cd"A9 E•=.346"[33/(.67"h)jA(1/7) Ew=.346"[33/(h))`(1/7) Ira=2.01"[.67"h/900)j-(2/9.5) >K.=.85 a•=1/(1.,56"(.67"h)/220) ew=l/(1+.8"(h)220) Da=[l.(2.7FE•"B•A.5)j/K^ Kea:1.43 Total Appurtenance Vertical and Transverse Loads: Load Case Total Appurtenance Antennas Total Coax Total Coax per Attachment Vert Trans. Vert Trans. Vert. Trans. Vert Trans. NESC 2508+MA DPU+(Delaplace LC 3786 906 1111 2675 905 535 181 NSTAR Wind(Delaplace LC3) 1212 1858 694 518 1858 104 372 NSTAR Ice(Delaplace LC2) 3982 0 697 3286 0 657 0 NESC Extreme Wind(250C) 970 1826 556 414 1826 83 365 NESC WiN+lce 25a0 2493 666 556 1937 664 387 133 Chappell Engineering Associates,LLC-RKExecutive Centre-201 Boston Post Road West-Suite 301 -Marlborough,MA T.508.481.7400-www.chappeliengineering.com-F.508.481.7406 12:19 PM,12/7/2012 Appurtenance Loading Worksheet: Basic Information: (user to Input values in fields below) Structure No.= 321 Max.Height= 100.9 R.AGL Attachment Type= 0-Where:Direct Mount= 0 Line No.= 120 County= Barnstable Cantilever Mount= 1 Structure Height= 103.9 Shape Factor= 1.6 Structure Type= Steel H-Frame Exposure Factor= 0.67 _ Voltage= 115 Cable Shielding Factor= 0.3 Am Attach.= 1 Coax Attach.= 5 Eguipmern Physical Data: Wind Area Projection(sq.fL) Weight w/Ice Pas.) •- Rectangular Appurtenances ManuJT ra:SCz60B+Ma ra:x 2606.Mq ra:sc 9 PP YPe Model No. Oty, Wt.(Ib.) H(in.) W(in.) D(in.) NEW2600 M MSTARvnM MsrAR k. ra:sc EMenr VMM Mac WIM.ka W-2.Mpero rmaR vnM NSTaR ks mM rise YYIM C (Detapra0e LC3) IDe(wlsce LC2) (260C) (260D) C Mdap«e LC3) (DereM«e LC2) +ka(2WD) Antenna PanelAntenna 62.0 2 Antenna 2 Panel Antenna Antenna 3 Vacant Antenna 4 Vacant Misc,1 Misc,2 Misc,3 Vacant Mount Valmont Total Antenna Weight(no Ice)= 24 Ids. Totals= 56 50 62 50 59 744 240 1314 240 1021 Wind Area Projection(sq.fi.) Weight w/Ice(lbs.) Ia:6C V. MA NEBC 260B+MA NE6G C Height or Depth In. DRt+ M6TARWIM M6TAR ka rai6CEtl-Wlnd NEWw1nd ka "TARWIM M6TAR ke AIEW WIM Cylindrical Appurtenances MenuJType Model No. City. Wt.(Ib.) Dia.(in.) g Pt ( 1 0ar,p«e (DeMpl.oe deal (Ddep.c.LC2) pace) (z6oD) DRt+(al.plaee (Delep«.Lca) IDemgaee Lc2) Ei°""10�nd+Iw(zwD) LC1) Let) (260C) Dish 1 Vacant Dish 2 Vacant Canister t Vacant Canister 2 Vacant Total Weight(no ice)= 0 lbs. Totals= r 260B+MA ME6C 2soB+NA rg:aC NSTAR WIM NarAR ke ra:s<Etlrame WlM MEBC WIM+ka -TARwIM NSTAR ke !3._ Coaxial Cabling ManuJrype Dty. Wl.(Ib./g) Dia.(in.) Length(ft.) Dw.(Da,pen Dw+ID,-'J= ) (Delapl«eLe21 EerLCt (DaI LC3) (Dq.p.cs LC]) (260C) (260D) LC1 (DeIaPI.w Lp 2Signal Coax 1-5/8' 12.0 0.7 2.010 100.9 304 203 405 203 354 2737 848 5380 846 Signal Coax Control Coax Total Coax Weight(no Ice)= 848 lbs. Totals= 304 203 405 203 354 2737 848 5380 848 3964 Design Assumptions: Load Case (b.ft 3) (in.) Wind Oz (F) (Tab.25(-2) Crab.250-3) OLF(Table 253-1) Wind on Appurt. Ali Ice Denslt Ice Thk (m h RIB"2 Temp. Kz Structural GrflStructure Vertical Transverse Lon itundal qz bsJfIA2 NESC 250E/MA DPU/(Delaplace LC7) 57 0.50 - 4,00 0 - - 2.00 254 1.65 to.16 NSTAR Wind(Delaplace LC3) 57 0.00 - 25.00 80 - - 1.25 1.25 1.25 31.25 NSTAR Ice(Delaplace LC2) 57 1.00 - 0.00 30 - - 1.25 1.25 1.25 0.00 NESC Exbeme Wind(250C) 57 0.00 115.0 33.86 60 1.17 0.78 1.00 1.00 1.00 30082 NESC Wind+ice 250D 57 0.75 50.0 8.40 15 1.00 1.00 1.00 8.40 Where: Z= .00256tK.-V•tGntl•Cd•Ay Ea=.346•[33/(.67•h)]A(ir7) Ew=.346•[33/(h)]A(1r7) x =2.01•[.67•h/900)r(2/9.5) >Kz=.85 ea=1/(1+,56•(.67•hY220) aw=11(i+,e•(hy220) 0d=[1+(2.7FEa•Ba".5)]/KO1 Kds 1.43 Total Appurtenance Vertical and Transverse Loads: Load Case Total Appurtenance Antennas Total Coax Total Coax per Attachment VerL Trans. Vert Trans. Vert Trans. Vert Trans. NESC 250E+MA DPU+(Delaplace LC 6963 2390 1489 909 5474 1481 1095 296 NSTAR Wind(Delaplece LC3) 1359 5542 300 2500 1059 3042 212 608 NSTAR Ice(Delaplace LC2) 8366 0 1642 0 6725 0 1345 0 NESC Extreme Wlnd(250C) 1088 5466 240 2466 848 3000 170 600 NESC Wlnd+Ice 250D 4985 1691 1021 604 3964 1088 793 218 Chappell Engineering Associates,LLC-RK Executive Centre-201 Boston Post Road West-Suite 301 -Marlborough,MA T.508.481.7400-www.Ghappellengineering.com-F.508.481.7406 12:19 PM,12r72012 X X X X X X X X X X'f tr Fla _, WO M. NESC 250C Berltshire x x x x I or ste Av­ If X x X X X X X X X Essex (Extreme Wind) X , J61 X X;—' "011 If t �.j� I ,j owimsrElt X X X 40P - L I ty.ks. X'r. wa p X X Spedal Nlissachtrwtt-Bay c I X X X Wind P40n ir X X X A�- AkW W Suffolk AT&T MA1298 X X X STIR 321 LINE 120 X-- KIM Norfolk SHINNEY'S LANE 1364 p X xi HYANNI MA 01749 7 X X X/14 a X X X, "N 1,b no X X If fro naw„r. Plp 0 X A a moo "s X X X ('od Bay ca pro_ X GIOML S�Imnithfi am ._North. Prov B stable �ii d? F -1 4 7— X X XX vantry .—Ah, Bi In..... 11 IxX J ift MY X Nantuckel X CtitiSound X Wiliam Frnnciq GnIvin-Scernraryof the Comrnaim-alrh• Citizen Inforniallon.scmice % (617)?27-7030. 1-90 -3. .604 ( N11ahm.#1.4 out})-M:RI 71 R78.3889 'S-C 120 -r.G ,,,.,n X —.A MASSACHUSETTS COUNT11-IIJa towns. 41111 CHAPPELL NESC FIGURE 250-2(e) - ASCE 7 WIND REGION MAP ENGINEERING MID AND NORTHERN ATLANTIC HURRICANE COASTLINE NESC 250C ASSOCIATES,L,-c Civd-StfsjcturM,Limd Surveyog UTILITY: R.K. Executive Centre n 201 Boston Post Road West ri Suite 301 -1 Marlborough, MA 01752 —FpATE., 12/07/2012 1. 508.481.7400 c www.chappellangin"ring.com 0 1. 508.481.7406 Franklin Middlesex '`- r4 11RT NESC 250D Berkshire Worcester � \ Essex (Wind&Ice) i S ta+u.u��_,`��lnhm}�roy�I� �• �nmsde�aa„Kr *e I �v Ta, n--r o w° e r cavuccsi'Ea; YS� s..�, u�.fw. tb•d:r�.i r n,ed I • .'Y',, \ 4 mIM t �. � anratvA•s �r,.�.o f I I } (CL.Mm't. .-f".--^�� To�.SWnunx aMJWt�-_..-_.. J' •Or•>m Nbwinuer'rE� �. I.u,kv» Cmhyc �~'Nj� .�"•:Nnidhml•� .garr iJ ( `? —`I_ � am PA , .nn}...avS.m r t�°'"`� ! .••!, �'*,f,f'7 M3 N. 553cttuscits t3ov J • _ it f �'1 nro,nrm✓ a�M ? ra�J �. e 1 ` Sw n p cos I yncr r5cmrn a ` "` M hct a d, if / u.,n s r�'f u.aan Y� 3 t � [ mr• �v .. ( u rrmu n„an 1 Wit__.` r 5 n yls" _ xes,v JUffolk � 1 T\ l l" rdea WIN 1. aan� S � i'$'i .°° i,au ice. 'e' a�r'<.`"•"Rs `� AT&T MA1298 /,/yLy p1��\w�.4 •r4,y -tt''*„ 1 ' ( yr marnennl, - tt,��.' S H! * STR 321, LINE 120 S- : \ r-'` ,r�1.vgerH. ) 1 rM.n�� _ •x^9nrq,,i� ✓'odi" r•� �-. Norfolk HYANNIS,1364 I MA 01749 NE `1�3 1 f.,mM 1 o as c WIy 7L�IN ,.'1' �•• t ` a>,`y'� `V.1tt (i:WJ 6 tr'mc ii- AuL�•e � tld` `i �. / �:�r:nd�a t.ua,�tnm•.,m.•p�p±�r _�g"�tiq!r T �'Ca yr ^.i..e ✓� ,•0 �1 onm,ad_J Jam• J1 f�o,ruNf•,�� 'ba. . a4f dny,nw kGta��r�``l a. \a�m^°C f>. *�,5`}t•�t s a r mai di 0 ,+ P lymou Rin,anann 1 J -{,fit` ( �fj acres(` I � nWkp r�. � (�`� � �,s• i fix 'If aP i Sensw,ea:JJ)u.• t„• (ao- y.� 1 yyyy"�� )) i umem 'i�uect � �� �w uo( r�-^c•� l\i\R'• q"4 `"ilaarsod(s ,y�,�e 1 d'x" �• luhfix `.— =,+r7agao 1'Srr�:tMicJd 1Cb,, d'btd.xl N— / nnyc.rol � xmau r _ t �J �' Cap Cod t7a� ryry ` Ham hire '�,--aaaster �4sn:ehfiel! Unoalntaa�ll� Tn, tu.y } v ` ,r F `l Hampden tm� u ,w a �m� i B stable ..,n,# ;Rdorra nr � !y r 314 Ice V Ice 3 4" �' � ?vxrda�u�.vFrawdErok�� Vrtamn RaerxJ � ka.-anm �� a,n,(a ,J 40 mph 40 mph 50 mph &r� fl. daiM ..lSI WdMldvyY kd W*"n 4P�"R . '�I cn.errdry • Wawrjt p a � },;'F.err1Ao�i - !�,� iks[--'� V �,�("rt.;! n.RM c �Il �j,,.-.....-�"`• ' M+ ✓✓' � �Gast omtiMi:f,•�-..�ri(d1"`�` } e�'�r�,���� �``nL• � +�'S�rac,�a���s,"�`�:"'" �` 2 IrOft'wkh 7TVt°°,000uwr, 4` {j $ Wit' E del y H, Er .r ilGtrGtavh_ �"' •� t QQ��' tt Eais �y <" w Nantucket ibpkirnon, R+a mandl i r{ i�^Pkn U j�J r ran Sound WIIIiam Francis Galvin,Secretary of the Commonwealth•Citizen Inforniation Service ?jr ? ` "�",•y �: '� 1�C" A'�, 1 (617)727.70311. 1800.392 GINJD an Alassuhutrs only)•TTY:(617)87tF38(19•vtM1�w mtl srnrc. us/ser �Iestm. 1 westerfl, x tTh�s Dukes �/ r$,r�n,�d s. .,---•*hd,cun Sik,eT.- CumxySc,r rx�r.,r�ar c Nantucket%-�- J L 0 A INS1111,F I ON 0112 1 VU[11[110L I ax,�Yn�nne�t}i-mawrrrir rot�ndws. �a.xkn 1 CHAPPELL NESC FIGURE 250-3(b) EN13INEERING UNIFORM ICE THICKNESS WITH CONCURRENT WIND NESC 250D L .m ASSOCIATES,Lac CM!,Stn}atwo!•Lund Surveying UTILITY" NSTAR R.K. Executive Centre n201 Boston Post Road West nSuite 301 -iMarlborough, MA 01752 DATE: 12 07 2012 t. 508.481.7400 ❑www.chappellengineering.com of. 508.481.7406 i Chappell Engineering Assoc., Project:"nstar comelec str 321 att rev" PLS-POLE Version 10.06, 12:00:33 PM Friday, December 07,2012 Undeformed geometry displayed is NEXTEL: NTENNA i F LE ARM:TRPO :SW i i LPO :cx51 II RPO acx5 1 LPO :cx4 2 "" 2 i RPO :scx4 3 LPO :cx3 3 RPO .scx3 I I LP :cx2 RPO scx2 LP :cx1 RPO scx1 1 Chappell Engineering Assoc., Project: "nstar comelec str 321 att rev" PLS-POLE Version 10.06, 12:00:44 PM Friday, December 07,2012 Undeformed geometry displayed Displaying load vectors for load case: 1 NESC 250E MA/DPU i I f F 09 1489 391 3'080 11 985 805 Fir9399 a 535 3985 0953985 1 93 2Q 9399 35 3985 953985 939 9399 3985 5 3985 95 i �1$1 ZJ6 5 181 _ 296 :—Y Chappeli,Engineering Assoc., Project: "nstar comelec str 321 aft rev" PLS=POLE Version 10.06, 12:00:53 PM Friday, December 07, 2012 Undeformed geometry displayed Displaying load vectors for load case: 2 NSTAR WIND I , a 2-600 300 �255 1813 6 206 F 143 3� 81 60 -8193 104 1524 212 1524 _37 6 4 1524 121524 NN ' 819 3-74 - 8193 1524 6-0� 4 1524 2 1 � 372 i _ . 608 i 3 2 608 Y I Chappell Engineering Assoc., Project: "nstar comelec str 321 att rev" PLS=POLE Version 10.06, 12:01:05 PM Friday, December 07,2012 Undeformed geometry displayed Displaying load vectors for load case: 3 ICE 1642 3172 6 7 12473 1452 1291 i 7520 57 3885 345 3885 752 17520 7 3885 45 3885 7520 3885 7 3885 5 5 --Y r Chappell,Engineering Assoc., Project: "nstar comelec str 321 att rev" PLS-POLE-Version 10.06, 12:01:14 PM Friday, December 07, 2012 Undeformed geometry displayed I Displaying load vectors for load case: 4 NESC 250C WIND i i i l � . 12466 i 240 2466 f( 1658 g I 5.56 15 114 3 75 "� 60 _�7581 83 1219 170 1219 36 75 6� 7581 3 1219 0 1219 i 758 36 _ 7581 1219 60{ 3 1219 0 h I ' 365 6�0 i 365 s00 --__Y Chappell Engineering Assoc., Project: "nstar comelec str 321 att rev" PLS-POLE Version 10.06, 12:01:22 PM Friday, December 07,2012 Undeformed geometry displayed Displaying load vectors for load case: 5 NESC 250D WIND& ICE i i i r--604 1 � 1021 I 2768 FI-246 5 784 675 1�1 i 13 �621. 21 6217 ', 7 2507 3 2507 ' �� 621 7 2507 21�_6_217 3 2507 13 6217 2507 21 7 2507 3 i 133 _ ' 218 133 218 Project Name : NSTAR COMELEC POLE 321 PHINNEY'S LANE Project Notes: AT&T MA1298 Project File d:\projects\nstar\pcs projects\str 321 - hyannis\nstar comelec str 321 att rev.pol Date run 11:59:18 AM Friday, December 07, 2012 by PLS-POLE Version 10.06 Licensed to Chappell Engineering Assoc. Successfully performed nonlinear analysis The model has 0 warnings. Loads from file: d:\projects\nstar\pcs projects\str 321 - hyannis\str 321 120612 r0.1r_a *** Analysis Results: Maximum element usage is 101.45% for Steel Pole "RPOLE" .in load case "NESC 250E MA/DPU" NG Maximum insulator usage is 19.07% for 2-Parts "RC1" in load case "NSTAR WIND" Summary of Joint Support Reactions For All Load Cases: Load Case Joint Long. Tran. Vert. Shear Tran. Long. Vert. Bending Found. Label Force Force Force Force Moment Moment Moment Moment Usage (kips) (kips) (kips) (kips) (ft-k) (ft-k) (ft-k) (ft-k) 8 ---------------------------------------------------------------------------------------------- NESC 250B MA/DPU LPOLE:g -0.02 -35.62 34.54 35.62 2396.51 -1.08 0.00 2396.51 0.00 NESC 250B MA/DPU RPOLE:g -0.02 -35.67 38.07 35.67 2395.56 -1.01 -0.00 2395.56 0.00 NSTAR WIND LPOLE:g -0.02 -37.51 17.43 37.51 2308.40 -1.07 0.00 2308.40 0.00 NSTAR WIND RPOLE:g -0.02 -37.59 17.82 37.59 2298.20 -0.99 -0.00 2298.20 0.00 ICE LPOLE:g -0.02 -25.42 28.14 25.42 1769.65 -1.12 0.00 1769.65 0.00 ICE RPOLE:g -0.02 -25.39 32.70 25.39 1772.11 -1.04 -0.00 1772.11 0.00 NESC 250C WIND LPOLE:g -0.02 -36.22 14.04 36.22 2199.31 -1.06 0.00 2199.31 0.00 NESC 250C WIND RPOLE:g -0.02 -36.31 14.35 36.31 2189.87 -0.99 -0.00 2189.87 0.00 NESC 250D WIND & ICE LPOLE:g -0.02 -23.75 19.69 23.75 1584.12 -1.07 0.00 1584.12 0.00 NESC 250D WIND & ICE RPOLE:g -0.02 -23.84 22.34 23.84 1585.25 -1.00 -0.00 1585.25 0.00 Summary of Tip.Deflections For All Load Cases: Note: postive tip load results in positive rotation Load Case Joint Long. Tran. Vert. Resultant Long. Tran. Twist Label Defl. Defl. Defl. Defl. Rot. Rot. (in) (in) (in) (in) (deg) (deg) (deg) ------------------------------------------------------------- ------------- NESC 250B MA/DPU LPOLE:t 0.03 65.87 -2.62 65.92 0.00 -5.87 -0.00 NESC 250B MA/DPU RPOLE:t 0.02 65.91 -2.63 65.96 0.00 -5.93 -0.00 NSTAR WIND LPOLE:t 0.03 61.01 -2.22 61.05 0.00 -5.37 -0.00 NSTAR WIND RPOLE:t 0.02 61.15 -2.24 61.19 0.00 -5.57 0.00 ICE LPOLE:t 0.03 49.33 -1.48 49.36 0.00 -4.41 -0.00 ICE RPOLE:t 0.03 49.31 -1.48 49.34 0.00 -4.39 -0.00 NESC 250C WIND LPOLE:t 0.03 57.95 -2.00 57.98 0.00 -5.11 -0.00 NESC 250C WIND RPOLE:t 0.02 58.09 -2.02 58.12 0.00 -5.30 0.00 NESC 250D WIND & ICE LPOLE:t 0.03 43.60 -1.15 43.62 0.00 -3.89 -0.00 NESC 250D WIND & ICE RPOLE:t 0.02 43.63 -1.16 43.64 0..00 -3.93 -0.00 Tubes Summary: Pole Tube Weight Load Case Maximum Resultant Label Num. Usage Moment (lbs) 9 (ft-k) --------------------------------------------------------- LPOLE 1 3700 NESC 250B MA/DPU 96.65 1052.81 LPOLE 2 4937 NESC 250E MA/DPU 101.36 2396.51 NG RPOLE 1 3700 NESC 250B MA/DPU 96.61 1050.86 RPOLE 2 4937 NESC.250B MA/DPU 101.45 2395.56 NG *** Overall summary for all load cases - Usage = Maximum Stress / Allowable Stress Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 1/3 Summary of Steel Pole Usages: Steel Pole Maximum Load Case Segment Weight Label Usage 4r Number (lbs) --------------------------------------------------- LPOLE 101.36 NESC 250E MA/DPU 25 8637..0 NG RPOLE 101.45 NESC 250B MA/DPU 25 8637.0 NG Summary of Tubular Davit Usages: Tubular Davit Maximum Load Case Segment Weight Label Usage 8 Number (lbs) ---------------------------------------------------- SW ARM 6.76 ICE 1 29.7 CAN 1.45 NESC 250C WIND 1 97.4 NEXTEL 32.32 NSTAR WIND 1 392.9 Summary of Tubular X-Arm Usages: Tubular X-Arm Maximum Load Case Segment Weight Label Usage 4 Number (lbs) ------------ ----------------------------------------- ARM 5.84 NESC 250B MA/DPU 3 155.7 *** Maximum Stress Summary for Each Load Case Summary of Maximum Usages by Load Case: Load Case Maximum Element Element Usage 9 Label Type ------------------------------------------------ NESC 250B MA/DPU 101.45 RPOLE Steel Pole NG NSTAR WIND 97.09 LPOLE Steel Pole - ICE 75.21 RPOLE Steel Pole NESC 250C WIND 92.41 LPOLE Steel Pole NESC 250D WIND & ICE 67.04 RPOLE Steel Pole Summary of Steel Pole Usages by Load Case: Load Case Maximum Steel Pole Segment Usage % Label Number ------------------------------------------------ NESC 250B MA/DPU. 101.45 -.RPOLE 25 NG NSTAR WIND 97.09 LPOLE 25 ICE 75.21 RPOLE 25 NESC 250C WIND 92.41 LPOLE 25 - NESC 250D WIND & ICE 67.04 RPOLE 25 Summary of Tubular Davit Usages by Load Case: Load Case Maximum Tubular Davit Segment Usage 6 Label Number --------------------------------------------------- NESC 250B MA/DPU 14.29 NEXTEL 1 NSTAR WIND 32.32 NEXTEL 1 ICE 6.76 SW ARM 1 NESC 250C WIND 32.02 NEXTEL 1 NESC 250D WIND & ICE 8.91 NEXTEL 1 Summary of Tubular X-Arm Usages by Load Case: Load Case Maximum Tubular X-Arm Segment Usage 6 Label Number --------------------------------------------------- NESC 250B MA/DPU 5.84 ARM 3 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 2/3 NSTAR WIND 4.70 ARM 3 " ICE 3.86 ARM 3 NESC 250C WIND 3.95 ARM 3 NESC 250D WIND 5 ICE 2.97 ARM 3 Summary of Insulator Usages: Insulator Insulator Maximum Load Case Weight Label Type Usage % (lbs) ---------------------------------------------------- LSW Clamp 16.16 NESC 250E MA/DPU 0.0 � RSW Clamp 12.73 NESC 250B MA/DPU 0.0 NEXTEL Clamp 10.07 NSTAR WIND 0.0 scxl Clamp 5.38 ICE 0.0 scx2 Clamp 5.38 ICE 0.0 scx3 Clamp 5.38 ICE 0.0 scx4 Clamp 5.38 ICE 0.0 scx5 Clamp 5.38 ICE 0.0 ATT Clamp 4.44 NESC 250B MA/DPU 0.0 cxl Clamp 2.63 ICE 0.0 cx2 Clamp 2.63 ICE 0.0 cx3 Clamp 2.63 ICE 0.0 cx4 Clamp 2.63 ICE 0.0 Cx5 Clamp 2.63 ICE 0.0 LC1 2-Parts 19.04 NSTAR WIND 400.0 LC2 2-Parts 18.89 NSTAR WIND 400.0 LC3 2-Parts 18.59 NSTAR WIND 400.0 RC1 2-Parts 19.07 NSTAR WIND 400.0 RC2 2-Parts 18.89 NSTAR WIND 400.0 RC3 2-Parts 18.59 NSTAR WIND 400.0 *** Weight of structure (lbs): Weight of Tubular Davit Arms: 519.9 Weight of Tubular X-Arms: 155.7 Weight of Steel Poles: 17274.1 Weight of 2-Parts: 2400.0 Total: 20349.7 *** End of Report Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 3/3 * PLS-POLE * POLE AND FRAME ANALYSIS AND DESIGN * Copyright Power Line Systems, Inc. 1999-2006 #*********+***************+*******#****+***************+#+*+*************** Project Name : NSTAR COMELEC POLE 321 PHINNEY'S LANE Project Notes: AT&T MA1298 Project File d:\projects\nstar\pcs projects\str 321 - hyannis\nstar comelec str 321 att rev.pol Date run 11:59:18 AM Friday, December 07, 2012 by PLS-POLE Version 10.06 Licensed to Chappell Engineering Assoc. Successfully performed nonlinear analysis The model has 0 warnings. t Modeling options: Offset Arms from Pole/Mast: Yes Offset Braces from Pole/Mast: Yes Offset Guys from Pole/Mast: Yes Offset Posts from Pole/Mast: Yes Offset Strains fromPole/Mast: No Use Alternate Convergence Process: No Steel poles checked with ASCE/SEI 48-05 Default Modulus of Elasticity for Steel = 29000.00 (ksi) Default Weight Density for Steel = 490.00 (lbs/ft^3) Steel Pole Properties: Steel Pole Stock Length Default Base Shape Tip Base Taper Default Tubes Modulus of Weight Shape Strength Distance Ultimate Ultimate Property Number Embedded Plate Diameter.Diameter Drag Elasticity Density At Check From Trans. Long.. Label Length Coef. Override Override Base .Type - Tip Load Load (ft) (ft) (in) (in)(in/ft) (ksi)(lbs/ft^3) (ft) (kips) (kips) ----------------------------------------------------------------------------------------------------------------------------------------------- -------------------- NEXTEL 321 90.00 0 No 12F 16.5 0 0.26 l 2 tubes 0 0 Calculated 0.000 0.0000 0.0000 Steel Tubes Properties: Pole Tube Length Thickness Lap Lap Yield Moment Cap. Tube Calculated Tube Top Tube Bot. 1.5x Diam. Property No. Length Gap Stress Override.Weight Taper Diameter Diameter Lap Length (ft) (in) (ft) (in) (ksi) (ft-k) (lbs) (in/ft) (in) (in) (ft) ------------------------------------------------------------------------------------------------------------------ Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 1/33 NEXTEL 321 1 52.25 0.28125 0.000 0.000 65.000 0.000 3700 0.26000 16.50 30.08 3.69 NEXTEL 321 2 37.75 0.34375 0.000 0.000 65.000 0.000 4937 0.26000 30.21 40.02 0.00 Steel Pole Connectivity: Pole Tip Base X of Y of Z of Inclin. Inclin. Property Attach. Base Embed 8 Embed C. Label Joint Joint Base Base Base About X About Y Set Labels Connect Override Override (ft) (ft) (ft) (deg) (deg) (ft) --------------------------------------------------------------------------------------------------- LPOLE 0 -8 0 0 0 NEXTEL 321 13 labels Fixed 0.00 0 RPOLE 0 8 0 0 0 NEXTEL 321 13 labels Fixed 0.00 0 Relative Attachment Labels for Steel Pole "LPOLE": Joint Distance From Global Z Label Origin/Top Joint of Attach (ft) (ft) ---------------------------------------------- LPOL_E_:SW 1.00 0.00 LPOLE:BR 4.00 0.00 LPOLE:CIT 6.70 0.00 LPOLE:CIB 14.00 0.00 LPOLE:C2T 20.70 0.00 LPOLE:C2B 28.00 0.00 LPOLE:C3T 34.70 0.00 LPOLE:C3B 42.00 0.00 LPOLE:cxl 0.00 15.00 LPOLE:cx2 0.00 30.00 LPOLE:cx3 0.00 45.00 LPOLE:cx4 0.00 60.00 LPOLE:cx5 0.00 75.00 Relative Attachment Labels for Steel Pole "RPOLE": Joint Distance From Global Z Label Origin/Top Joint of Attach (ft) (ft) ----------------------------------------------- RPOLE:SW 1.00 0.00 RPOLE:BR 4.00 0.00 RPOLE:CIT 6.70 0.00 RPOLE:CIB 14.00 0.00 RPOLE:C2T 20.70 0.00 RPOLE:C2B 28.00 0.00 RPOLE:C3T 34.70 0.00 RPOLE:C3B 42.00 0.00 RPOLE:scxl 0.00 15.00 RPOLE:scx2 0.00 30.00 RPOLE:scx3 0.00 45.00 RPOLE:scx4 0.00 60.00 RPOLE:scx5 0.00 75.00 Pole Steel Properties: Element Joint Joint Rel. Outer Area T-Moment L-Moment D/t W/t Fy Fa ASCE Cap ASCE Cap Label Label Position Dist. Diam. Inertia Inertia Max. Min. Trans. Long. (ft) (in) (in^2) (in^4) (in^4) (ksi) (ksi) (ft-k) (ft-k) ---------------------------------------------------------------------------------------------------------------- LPOLE LPOLE:t LPOLE:t Ori 0.00 16.50 14.67 493.95 493.95 0.00 13.0 65.00 65.00 324.31 324.31 LPOLE LPOLE:SW LPOLE:SW End 1.00 16.76 14.90 518.09 518.09 0.00 13.3 65.00 65.00 334.88 334.88 LPOLE LPOLE:SW LPOLE:SW Ori 1.00 16.76 14.90 518.09 518.09 0.00 13.3 65.00 65.00 334.88 334.88 LPOLE LPOLE:BR LPOLE:BR End 4.00 17.54 15.61 595.18 595.18 0.00 14.0 65.00 65.00 367.60 367.60 LPOLE LPOLE:BR LPOLE:BR Ori 4.00 17.54 15.61 595.18 595.18 0.00 14.0 65.00 65.00 367.60 367.60 LPOLE LPOLE:CIT LPOLE:CIT End 6.70 18.24 16.24 670.79 670,79 0.00 14.7 65.00 65.00 398.36 398.36 LPOLE LPOLE:CIT LPOLE:CIT Ori 6.70 18.24 16.24 670.79 670.79 0.00 14.7 65.00 65.00 398.36 398.36 LPOLE #LPOLE:O Tube 1 End 10.35 19.19 17.10 782.81 782.81 0.00 15.6 65.00 65.00 441.90 441.90 LPOLE #LPOLE:O Tube 1 Ori 10.35 19.19 17.10 782.81 782.81 0.00 15.6 65.00 65.00 441.90 441.90 Chappell Engineering Assoc. - nstar comeler_ str 321 att rev Page 2/33 LPOLE LPOLE:CIB LPOLE:CIB End 14.00 20.14 17.96 906.67 906.67 0.00 16.5 65.00 65.00 487.70 487.70 LPOLE LPOLE:CIB LPOLE:CIB Ori 14.00 20.14 17.96 906.67 906.67 0.00 16.5 65.00 65.00 467.70 487.70 LPOLE LPOLE:cx5 LPOLE:cx5 End 15.00 20.40 18.19 942.74 942.74 0.00 16.8 65.00 65.00 500.64 500.64 LPOLE LPOLE:cxS LPOLE:cx5 Ori 15.00 20.40 18.19 942.74 942.74 0.00 16.8 65.00 65.00 500.64 500.64 - LPOLE #LPOLE:1 Tube 1 End 17.85 21.14 18.86 1050.78 1050.78 0.00 17.5 65.00 65.00 538.45 538.45 LPOLE #LPOLE:1 Tube 1 Ori 17.85 21.14 18.86 1050.78 1050.78 0.00 17.5 65.00 65.00 538.45 538.45 LPOLE LPOLE:C2T LPOLE:C2T End 20.70 21.88 19.53 1166.77 1166.77 0.00 18.2 65.00 65.00 577.64 577.64 LPOLE LPOLE:C2T LPOLE:C2T Ori 20.70 21.88 19.53 1166.77 1166.77 0.00 18.2 65.00 65.00 577.64 577.64 LPOLE #LPOLE:2 Tube 1 End 24.35 22.83 20.39 1327.39 1327.39 0.00 19.1 65.00 65.00 629.85 629.85 LPOLE #LPOLE:2 Tube 1 Ori 24.35 22.83 20.39 1327.39 1327.39 0.00 19.1 65.00 65.00 629.85 629.85 LPOLE LPOLE:C2B LPOLE:C2B End 28.00 23.78 21.25 1502.11 1502.11 0.00 20.0 65.00 65.00 684.31 684.31 LPOLE LPOLE:C2B LPOLE:C2B Ori 28.00 23.78 21.25 1502.11 1502.11 0.00 20.0 65.00 65.00 684.31 684.31 LPOLE LPOLE:cx4 LPOLE:cx4 End 30.00 24.30 21.72 1604.05 1604.05 0.00 20.5 65.00 65.00 715.11 715.11 LPOLE LPOLE:cx4 LPOLE:cx4 Ori 30.00 24.30 21.72 1604.05 1604.05 0.00 20.5 65.00 65.00 715.11 715.11 LPOLE LPOLE:C3T LPOLE:C3T End 34.70 25.52 22.83 1861.52 1861.52 0.00 21.6 65.00 65.00 790.16 790.16 LPOLE LPOLE:C3T LPOLE:C3T Ori 34.70 25.52 22.83 1861.52 1861.52 0.00 21.6 65.00 65.00 790.16 790.16 LPOLE #LPOLE:3 Tube 1 End 38.35 26.47 23.68 2079.46 2079.46 0.00 22.5 65.00 65.00 851.02 851.02 LPOLE #LPOLE:3 Tube 1 Ori 38.35 26.47 23.68 2079.46 2079.46 0.00 22.5 65.00 65.00 851.02 851.02 LPOLE LPOLE:C3B LPOLE:C3B End 42.00 27.42 24.54 2313.78 2313.78 0.00 23.4 65.00 65.00 914.15 914.15 LPOLE LPOLE:C3B LPOLE:C3B Ori 42.00 27.42 24.54 2313.78 2313.78 0.00 23.4 65.00,65.00 914.15 914.15 LPOLE LPOLE:cx3 LPOLE:cx3 End 45.00 28.20 25.25 2519.06 2519.06 0.00 24.2 65.00 65.00 967.72 967.72 LPOLE LPOLE:cx3 LPOLE:cx3 Ori 45.00 28.20 25.25 2519.06 2519.06 0.00 24.2 65.00 65.00 967.72 967.72 LPOLE #LPOLE:4 Tube 1 End 48.63 29.14 26.10 2782.87 2782.87 0.00 25.1 65.00 65.00 1034.49 1034.49 LPOLE #LPOLE:4 Tube 1 Ori 48.63 29.14 26.10 2782.87 2782.87 0.00 25.1 65.00 65.00 1034.49 1,034.49 LPOLE #LPOLE:S Splicer End 52.25 30.08 26.95 3064.49 3064.49 0.00 26.0 65.00 65.00 1103.49 1103.49 LPOLE #LPOLE:S Splicer Ori 52.25 30.21 33.01 3769.26 3769.26 0.00 20.9 65.00 65.00 1351.66 1351.66 LPOLE #LPOLE:6 Tube 2 End 56.13 31.22 34.12 4163.69 4163.69 0.00 21.7 65.00 65.00 1444.91 1444.91 LPOLE #LPOLE:6 Tube 2 Ori 56.13 31.22 34.12 4163:69 4163.69 0.00 21.7 65.00 65.00 1444.91 1444.91 LPOLE LPOLE:cx2 LPOLE:cx2 End 60.00 32.22 35.24 4584.72 4584.72 0.00 22.4 65.00 65.00 1541.28 1541.28 LPOLE LPOLE:r_x2 LPOLE:cx2 Ori 60.00 32.23 35.24 4584.72 4584.72 0.00 22.4 65.00 65.00 1541.28 1541.28 LPOLE #LPOLE:7 Tube 2 End 65.00 33.52 36.67 5168.70 5168.70 0.00 23.5 65.00 65.00 1670.22 1670.22 LPOLE #LPOLE:7 Tube 2 Ori 65.00 33.53 36.67 5168.70 5168.70 0.00 23.5 65.00 65.00 1670.22 1670.22 LPOLE #LPOLE:8 Tube 2 End 70.00 34.82 38.11 5800.28 5800.28 0.00 24.5 65.00 65.00 1804.34 1804.34 LPOLE #LPOLE:8 Tube 2 Ori 70.00 34.83 38.11 5800.28 5800.28 0.00 24.5 65.00 65.00 1804.34 1804,34 LPOLE LPOLE:cxl LPOLE:cxl End 75.00 36.12 39.55 6481.32 6481.32 0.00 25.5 65.00 65.00 1943.64 1943.64 LPOLE LPOLE:cxl LPOLE:cxl Ori 75.00 36.13 39.55 6481.32 6481.32 0.00 25.5 65.00 65.00 1943.64 1943.64 LPOLE #LPOLE:9 Tube 2 End 80.00 37.42 40.99 7213.68 7213.68 0.00 26.5 65.00 65.00 2088.13 2088.13 LPOLE #LPOLE:9 Tube 2 Ori 80.00 37.43 40.99 7213.69 7213.69 0.00 26.5 65.00 65.00 2088.13 2088.13 LPOLE #LPOLE:10 Tube 2 End 85.00 38.72 42.42 7999.24 7999.24 0.00 27.5 65.00 65.00 2237.79 2237.79 LPOLE #LPOLE:10 Tube 2 Ori 85.00 38.73 42.42 7999.25 7999.25 0.00 27.5 65.00 65.00 2237.79 2237.79 LPOLE LPOLE:g LPOLE:g End 90.00 40.02 43.86 8839.86 8839.86 0.00 28.5 65.00 65.00 2392.63 2392.63 RPOLE RPOLE:t RPOLE:t Ori 0.00 16.50 14.67 493.95 493.95 0.00 13.0 65.00 65.00 324.31 324.31 RPOLE RPOLE:SW RPOLE:SW End 1.00 16.76 14.90 518.09 518.09 0.00 13.3 65.00 65.00 334.88 334.88 RPOLE RPOLE:SW RPOLE:SW Ori 1.00 16.76 14.90 518.09 518.09 0.00 13.3 65.00 65.00 334.88 334.88 RPOLE RPOLE:BR RPOLE:BR End 4.00 17.54 15.61 595.18 595.18 0.00 14.0 65.00 65.00 367.60 367.60 RPOLE RPOLE:BR RPOLE:BR Ori 4.00 17.54 15.61 595.18 595.18 0.00 14.0 65.00 65.00 367.60 367.60 RPOLE RPOLE:CIT RPOLE:CIT End 6.70 18.24 16.24 670.79 670.79 0.00 14.7 65.00 65.00 398.36 398.36 RPOLE RPOLE:CIT RPOLE:CIT Ori 6.70 18.24 16.24 670.79 670.79 0.00 14.7 65.00 65.00 398.36 398.36 RPOLE #RPOLE:11 Tube 1 End 10.35 19.19 17.10 782.81 782.81 0.00 15.6 65.00 65.00 441.90 441.90 RPOLE #RPOLE:ll Tube 1 Ori 10.35 19.19 17.10 782.81 782.81 0.00 15.6 65.00 65.00 441.90 441.90 RPOLE RPOLE:CIB RPOLE:CIB End 14.00 20.14 17.96 906.67 906.67 0.00 16.5 65.00 65.00 487.70 487.70 RPOLE RPOLE:CIB RPOLE:CIB Ori 14.00 20.14 17.96 906.67 906.67 0.00 16.5 65.00 65.00 487.70 487.70 RPOLE RPOLE:scx5 RPOLE:scx5 End 15.00 20.40 18.19 942.74 942.74 0.00 16.8 65.00 65.00 500.64 500.64 RPOLE RPOLE:scx5 RPOLE:scx5 Ori 15.00 20.40 18.19 942.74 942.74 0.00 16.8 65.00 65.00 500.64 500.64 RPOLE #RPOLE:12 Tube 1 End 17.85 21.14 18.86 1050.78 1050.78 0.00 17.5 65.00 65.00 538.45 538.45 RPOLE #RPOLE:12 Tube 1 Ori 17.85 21.14 18.86 1050.78 1050.78 0.00 17.5 65.00 65.00 538.45 538.45 RPOLE RPOLE:C2T RPOLE:C2T End 20.70 21.88 19.53 1166.77 1166.77 0.00 18.2 65.00 65.00 577.64 577.64 RPOLE RPOLE:C2T RPOLE:C2T Ori 20.70 21.88 19.53 1166.77 1166.77 0.00 18.2 65.00 65.00 577.64 577.64 RPOLE #RPOLE:13 Tube 1 End 24.35 22.83 20.39 1327.39 1327.39 0.00 19.1 65.00 65.00 629.85 629.85 RPOLE #RPOLE:13 Tube 1 Ori 24.35 22.83 20.39 1327.39 1327.39 0.00 19.1 65.00 65.00 629.85 629.85 RPOLE RPOLE:C2B RPOLE:C2B End 28.00 23.78 21.25 1502.11 1502.11 0.00 20.0 65.00 65.00 684.31 684.31 RPOLE RPOLE:C2B RPOLE:C2B Ori 28.00 23.78 21.25 1502.11 1502.11 0.00 20.0 65.00 65.00 684.31 684.31 RPOLE RPOLE:scx4 RPOLE:scx4 End 30.00 24.30 21.72 1604.05 1604.05 0.00 20.5 65.00 65.00 715.11 715.11 `I RPOLE RPOLE:scx4 RPOLE:scx4 Ori 30.00 24.30 21.72 1604.05 1604.05 0.00 20.5 65.00 65.00 715.11 715.11 RPOLE RPOLE:C3T RPOLE:C3T End 34.70 25.52 22.83 1861.52 1861.52 0.00 21.6 65.00 65.00 790.16 790.16 RPOLE RPOLE:C3T RPOLE:C3T Ori 34.70 25.52 22.83 1861.52 1861.52 0.00 21.6 65.00 65.00 790.16 790.16 RPOLE #RPOLE:14 Tube 1 End 38.35 26.47 23.68 2079.46 2079.46 0.00 22.5 65.00 65.00 851.02 851.02 RPOLE #RPOLE:14 Tube 1 Ori 38.35 26.47 23.68 2079.46 2079.46 0.00 22.5 65.00 65.00 851.02 851.02 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 3/33 RPOLE RPOLE:C3B RPOLE:C3B End 42.00 27.42 24.54 2313.78 2313.78 0.00 23.4 65.00 65.00 914.15 914.15 RPOLE RPOLE:C3B RPOLE:C3B Ori 42.00 27.42 24.54 2313.78 2313.78 0.00 23.4 65.00 65.00 914.15 914.15 RPOLE RPOLE:scx3 RPOLE:scx3 End 45.00 28.20 25.25 2519.06 2519.06 0.00 24.2 65.00 65.00 967.72 967.72 RPOLE RPOLE:scx3 RPOLE:scx3 Ori 45.00 28.20 25.25 2519.06 2519.06 0.00 24.2 65.00 65.00 967.72 967.72 RPOLE #RPOLE:15 Tube 1 End 48.63 29.14 26.10 2782.87 2782.87 0.00 25.1 65.00 65.00 1034.49 1034.49 RPOLE #RPOLE:15 Tube 1 Ori 48.63 29.14 26.10 2782.87 2782.87 0.00 25.1 65.00 65.00 1034.49 1034.49 RPOLE #RPOLE:16 SpliceT End 52.25 30.08 26.95 3064.49 3064.49 0.00 26.0 65.00 65.00 1103.49 1103.49 RPOLE #RPOLE:16 SpliceT Ori 52.25 30.21 33.01 3769.26 3769.26 0.00 20.9 65.00 65.00 1351.66 1351.66 RPOLE #RPOLE:17 Tube 2 End 56.13 31.22 34.12 4163.69 4163.69 0.00 21.7 65.00 65.00 1444.91 1444.91 RPOLE #RPOLE:17 Tube 2 Ori 56.13 31.22 34.12 4163.69 4163.69 0.00 21.7 65.00 65.00 1444.91 1444.91 RPOLE RPOLE:scx2 RPOLE:scx2 End 60.00 32.22 35.24 4584.72 4584.72 0.00 22.4 65.00 65.00 1541.28 1541.28 RPOLE RPOLE:scx2 RPOLE:scx2 Ori 60.00 32.23 35.24 4584.72 4584.72 0.00 22.4 65.00 65.00 1541.28 1541.28 RPOLE #RPOLE:18 Tube 2 End 65.00 33.52 36.67 5168.70 5168.70 0.00 23.5 65.00 65.00 1670.22 1670,22 RPOLE #RPOLE:18 Tube 2 Ori 65.00 33.53 36.67 5168.70 5168.70 0.00 23.5 65.00 65.00 1670.22 1670.22 RPOLE #RPOLE:19 Tube 2 End 70.00 34.82 38.11 5800.28 5800.28 0.00 24.5 65.00 65.00 1804.34 1804.34 RPOLE #RPOLE:19 Tube 2 Ori 70.00 34.83 38.11 5800.28 5800.28 0.00 24.5 65.00 65.00 1804.34 1804.34 RPOLE RPOLE:scxl RPOLE:scxl End 75.00 36.12 39.55 6481.32 6481.32 0.00 25.5 65.00 65.00 1943.64 1943.64 RPOLE RPOLE:scxl RPOLE:scxl Ori 75.00 36.13 39.55 6481.32 6481.32 0.00 25.5 65.00 65.00 1943.64 1943.64 RPOLE #RPOLE:20 Tube 2 End 80.00 37.42 40.99 7213.68 7213.68 0.00 26.5 65.00 65.00 2088.13 2088.13 RPOLE #RPOLE:20 Tube 2 Ori 80.00 37.43 40.99 7213.69 7213.69 0.00 26.5 65.00 65.00 2088.13 2088.13 RPOLE #RPOLE:21 Tube 2 End 85.00 38.72 42.42 7999.24 7999.24 0.00 27.5 65.00 65.00 2237.79 2237.79 RPOLE #RPOLE:21 Tube 2 Ori 85.00 38.73 42.42 7999.25 7999.25 0.00 27.5 65.00 65.00 2237.79 2237.79 RPOLE RPOLE:g RPOLE:g End 90.00 40.02 43.86 8839.86 8839.86 0.00 28.5 65.00 65.00 2392.63 2392.63 Tubular Davit Properties: Davit Stock Steel Thickness Base Tip Taper Drag Modulus Geometry Strength Vertical Tension Compres. Long. Yield Weight Steel Property Number Shape Diameter Diameter Coef. of Check Capacity Capacity Capacity Capacity Stress Density Shape Label or Depth or Depth Elasticity Type Override At End (in) (in) (in) (in/ft) (ksi) (lbs) (lbs) (lbs) (lbs) (ksi) (lbs/ft^3) ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- 2 FT ARM VALMONT 4F 0.1875 6 6 0 1.6 29000 1 point Calculated 0 0 0 0 65 0 10 FT CANISTER 0 0.1875 24 24 0 1 29000 1 point Calculated 0 0 0 0 36 100 0 12 FT POLE TOP EXT 0 0.25 12.5 12.5 0 1 29000 2 points Calculated 0 0 0 0 36 0 0 Intermediate Joints for Davit Property "2 FT ARM": Joint Horz. Vert. Label Offset Offset (£t) (ft) -------------------- T 2 0 Intermediate Joints for Davit Property 1110 FT CANISTER": Joint Horz. Vert. Label Offset Offset (ft) (ft) -------------------- T 0 -10 Intermediate Joints for Davit Property 1112 FT POLE TOP EXT": Joint Horz. Vert. Label Offset Offset (ft) (ft) ---------------------- ANTENNA 0 -10 TIP 0 -12 Tubular Davit Arm Connectivity: Davit Attach Davit Azimuth Label Label Property Set (deg) -------------------------------------------- Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 4/33 SW ARM LPOLE:SW 2 FT ARM 0 CAN LPOLE:t 10 FT CANISTER 90 NEXTEL RPOLE:t 12 FT POLE TOP EXT 0 Tubular Davit Arm Steel Properties: Element Joint Joint Rel. Outer Area V-Moment H-Moment D/t W/t Fy Fa ASCE Cap ASCE Cap Label Label Position Dist. Diam. Inertia Inertia Max. Min. V-Mom. H-Mom. (ft) (in) (in^2) (in^4) (in^4) (ksi) (ksi) (ft-k) (ft-k) ---------------------------------------------------------------------------------------------------------------- SW ARM SW ARM:O Origin 0.00 6.00 4.36 24.57 24.57 0.00 22.0 65.00 65.00 44.37 44.37 SW ARM SW ARM:T End 2.00 6.00 4.36 24.57 24.57 0.00 22.0 65.00 65.00 44.37 44.37 CAN LPOLE:t Origin 0.00 24.00 14.03 994.27 994.27 128.00 0.0 36.00 36.00 248.57 248.57 CAN #CAN:O End 5.00 24.00 14.03 994.27 994.27 128.00 0.0 36.00 36.00 248.57 248.57 CAN #CAN:O Origin 5.00 24.00 14.03 994.27 994.27 128.00 0.0 36.00 36.00 248.57 248.57 CAN #CAN:l End 7.50 24.00 14.03 994.27 994.27 128.00 0.0 36.00 36.00 248.57 248.57 CAN #CAN:1 Origin 7.50 24.00 14.03 994.27 994.27 128.00 0.0 36.00 36.00 248.57 248.57 CAN CANT End 10.00 24.00 14.03 994.27 994.27 128.00 0.0 36.00 36.00 248.57 248.57 NEXTEL RPOLE:t Origin 0.00 12.50 9.62 180.55 180.55 50.00 0.0 36.00 36.00 86.66 86.66 NEXTEL #NEXTEL:O End 5.00 12.50 9.62 180.55 180.55 50.00 0.0 36.00 36.00 86.66 86.66 NEXTEL #NEXTEL:O Origin 5.00 12.50 9.62 180.55 180.55 50.00 0.0 36.00 36.00 86.66 86.66 NEXTEL #NEXTEL:l End 7.50 12.50 9.62 180.55 180.55 50.00 0.0 36.00 36.00 86.66 86.66 NEXTEL #NEXTEL:l Origin 7.50 12.50 9.62 180.55 180.55 50.00 0.0 36.00 36.00 86.66 86.66 NEXTEL NEXTEL:ANTENNA End 10.00 12.50 9.62 180.55 180.55 50.00 0.0 36.00 36.00 86.66 86.66 NEXTEL NEXTEL:ANTENNA Origin 10.00 12.50 9.62 180.55 180.55 50.00 0.0 36.00 36.00 86.66 86.66 NEXTEL NEXTEL:TIP End 12.00 12.50 9.62 180.55 180.55 50.00 0.0 36.00 36.00 86.66 86.66 Tubular X-Arm Properties: Cross Arm Stock Steel Thickness Diameter Length Modulus Drag Geometry Strength Vertical Trans. Long. Steel Weight Property Number Shape or Depth of Coef. Check Capacity Capacity Capacity Yield Density Label Elasticity Type Stress Override (in) (in) (ft) (ksi) (lbs) (lbs) (lbs) (ksi) (lbs/ft^3) ----------------------------------------------------------------------------------------------------------------------------------- STR 321 4F 0.1875 4 16 29000 1.6 Calculated 0 0 0 36 0 Tubular X-Arm Connectivity: X-Arm X-Arm Azimuth Slope Attach. Connects Label Property Labels Set (deg) (deg) ---------------------------------------------------- ARM STR 321 0 0 2 connections X-Arm Connections for "ARM": Attach Offset Connect Connection Label At Code (ft) Type ---------------------------------- ARM:O 0.000 LPOLE:BR PXYZ ARM:E 16.000 RPOLE:BR PXYZ Tubular X-Arm Steel Properties: Element Joint Joint Rel. Outer Area V-Moment H-Moment D/t W/t Fy Fa ASCE Cap ASCE Cap Label Label Position Dist. Diam. Inertia Inertia Max. Min. V-Mom. H-Mom. (ft) (in) (in^2) (in^4) (in"4) (ksi) (ksi) (ft-k) (ft-k) ------------------------------------------------------------------------------------------------------- ARM ARM:O Origin 0.00 4.00 2.86 6.94 6.94 0.00 11.3 36.00 36.00 10.42 10.42 ARM #sARM:O End 5.00 4.00 2.86 6.94 6.94 0.00 11.3 36.00 36.00 10.42 10.42 ARM #sARM:O Origin 5.00 4.00 2.86 6.94 6.94 0.00 11.3 36.00 36.00 10.42 10.42 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 5/33 ARM #SARM:1 End 10.00 4.00 2.86 6.94 6.94 0.00 11.3 36.00 36.00 10.42 10.42 ARM #sARM:l Origin 10.00 4.00 2.86 6.94 6.94 0.00 11.3 36.00 36.00 10.42 10.42 ARM #sARM:2 End 13.00 4:00 2.86 6.94 6.94 0.00 11.3 36.00 36.00 10.42 10.42 ARM #sARM:2 Origin 13.00 4.00 2.86 6.94 6.94 0.00 11.3 36.00 36.00 10.42 10.42 ARM ARM:E End 16.00 4.00 2.86 6.94 6.94 0.00 11.3 36.00 36.00 10.42 10.42 *** Insulator Data Clamp Properties: Label Stock Holding Number Capacity (lbs) ---------------------- CLAMP 2.5e+004 sw 2.5e+004 Clamp Insulator Connectivity: Clamp Structure Property Min. Required - - - Label And Tip Set Vertical Load Attach (uplift) (lbs) --------------------------------------------- LSW SW ARM:T sw No Limit RSW RPOLE:SW sw No Limit NEXTEL NEXTEL:ANTENNA CLAMP No Limit scxl RPOLE:scxl CLAMP No Limit scx2 RPOLE:scx2 CLAMP No Limit scx3 RPOLE:scx3 CLAMP No Limit scx4 RPOLE:scx4 CLAMP No Limit scx5 RPOLE:scx5 CLAMP No Limit ATT LPOLE:t CLAMP No Limit cxl LPOLE:cxl CLAMP No Limit cx2 LPOLE:cx2 CLAMP No Limit - cx3 LPOLE:cx3 CLAMP No Limit cx4 LPOLE:cx4 CLAMP No Limit cx5 LPOLE:cx5 CLAMP No Limit 2-Part Insulator Properties: Label Stock Length Length Wind Area Wind Area Weight Weight Tension Tension Compress. Compress. Number Side A Side B Side A Side B Side A Side B Cap. Side A Cap. Side B Cap. Side A Cap. Side B 0 = T-Only 0 = T-Only (ft) (£t) (ft^2) (ft^2) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) -------------------7--------------------------------------------------------------------------------------------- ` 115KV INV 9.6855 6.375 1 1 200 200 4e+004 4e+004 le+004 le+004 k. 2-Parts Insulator Connectivity: I'l 2-Parts Side A Str. Side B Str. Tip Property Down Cond. 1 Cond. 1 Cond. 2 Cond. 2 Cond. 3 Cond. 3 Cond. 4 Cond. 4 Min. Required Label Attach Attach Label Set Right Min Load Max Load Min Load Max Load Min Load Max Load Min Load Max Load Vertical Load Angle Angle Angle Angle Angle Angle Angle Angle (uplift) (deg) (deg) (deg) (deg) (deg) (deg) (deg) (deg) (lbs) ------------------------------------------------------------------------------------------------------------------------------------------------- LC1 LPOLE:CIT LPOLE:CIB LC1 115KV INV Down/Right 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No Limit LC2 LPOLE:C2T LPOLE:C2B LC2 115KV INV Down/Right 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No Limit LC3 LPOLE:C3T LPOLE:C3B LC3 115KV INV Down/Right 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No Limit RC1 RPOLE:CIT RPOLE:CIB RC1 115KV INV Down/Right 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No Limit RC2 RPOLE:C2T RPOLE:C2B RC2 115KV INV Down/Right 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No Limit RC3 RPOLE:C3T RPOLE:C3B RC3 115KV INV Down/Right 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No Limit i Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 6/33 *** Loads Data Loads from file: d:\projects\nstar\pcs projects\str 321 - hyannis\str 321 120612 r0.1ca Insulator dead and wind loads are already included in the point loads printed below. Loading Method Parameters: Structure Height Summary (used for calculating wind/ice adjust with height): Z of ground for wind height adjust 0.00 (ft) and structure Z coordinate that will be put on the centerline ground profile in PLS-CADD. Ground elevation shift 0.00 (ft) Z of ground with shift 0.00 (ft) Z of structure top (highest joint) 102.00 (ft) Structure height 102.00 (ft) Structure height above ground 102.00 (ft) Vector Load Cases: Load Case Dead Wind SF for SF for SF for SF for SF for SF for SF for SF for SF for SF For Point Wind/Ice Trans. Longit. Ice Ice Temperature Pole Pole Description Load Area Steel Poles Wood Conc. Conc. Conc. Guys Non Braces Insuls. Found. Loads Model Wind Wind Thick. Density Deflection Deflection Factor Factor Tubular Arms Poles Ult. First Zero and Tubular Pressure Pressure Check Limit and Towers Crack Tens. Cables Arms (psf) (psf) (in) (lbs/ft^3) (deg F) % or (ft) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------- NESC 250B MA/DPU 2.0000 1.0000 1.00000 1.0000 1.0000 0.0000 0.0000 0.9000 1.0000 1.0000 1.0000 1.0000 20 loads Wind on All 10.16 0 0.000 56.000 60.0 No Limit 0 NSTAR WIND 1.2500 1.0000 1.00000 1.0000 1.0000 0.0000 0.0000 0.9000 1.0000 1.0000 1.0000 1.0000 20 loads Wind on All 31.25 0 0.000 56.000 60.0 No Limit 0 ICE 1.2500 1.0000 1.00000 1.0000 1.0000 0.0000 0.0000 0.9000 1.0000 1.0000 1.0000 1.0000 20 loads Wind on All 0 0 0.000 56.000 60.0 No Limit 0 NESC 250C WIND 1.0000 1.0000 1.00000 1.0000 1:0000 0.0000 0.0000 0.9000 1.0000 1.0000 1.0000 1.0000 20 loads Wind on All 34.44 0 0.000 56.000 60.0 No Limit 0 NESC 250D WIND S ICE 1.0000 1.0000 1.00000 1.0000 1.0000 0.0000 0.0000 0.9000 1.0000 1.0000- 1.0000 1.0000 20 loads Wind on All 6.4 0 0.000 0.000 0.0 No Limit 0 Point Loads for Load Case "NESC 250B MA/DPU": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) -------------------------------------------------------- SW ARM:T 985 3918 0 RPOLE:SW 605 3080 0 LC1 3985 9399 0 LC2 3985 9399 0 LC3 3985 9399 0 RC1 3985 9399 0 RC2 3985 9399 0 RC3 3985 9399 0 NEXTEL:ANTENNA 1489 909 0 RPOLE:scxl 1095 296 0 RPOLE:scx2 1095 296 0 RPOLE:scx3 1095 296 0 RPOI,E:ecx4 1095 296 0 RPOLE:scxS 1095 296 0 LPOLE:t 1111 0 0 LPOLE:cxl 535 181 0 LPOLE:cx2 535 181 0 LPOLE:cx3 535 181 0 LPOLE:cx4 535. 181 0 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 7/33 LPOLE:cx5 535 181 0 Point Loads for Load Case "NSTAR WIND": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) -------------------------------------------------------- SW ARM:T 206 2554 0 RPOLE:SW 143 1813 0 LC1 1524 8193 0 LC2 1524 8193 0 LC3 1524 8193 0 RC1 1524 8193 0 RC2 1524 8193 0 RC3 1524 8193 0 NEXTEL:ANTENNA 300 2500 0 RPOLE:scxl 212 608 0 RP0LE:scx2 212 608 0 RP0LE:scx3 212 608 _ 0 RP0LE:scx4 212 608 0 RP0LE:scx5 212 608 0 LPOLE:t 694 0 0 LPOLE:cxl 104 372 0 LP0LE:cx2 104 372 0 LP0LE:cx3 104 372 0 LP0LE:cx4 104 372 0 LP0LE:cx5 104 372 0 Point Loads for Load Case "ICE": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) -------------------------------------------------------- SW ARM:T 1452 3172 0 RPOLE:SW 1291 2473 0 LC1 3685 7520 0 LC2 3885 7520 0 LC3 3885 7520 0 RCl 3885 7520 0 RC2 3885 7520 0 RC3 3885 7520 0 NEXTEL:ANTENNA 1642 0 0 RPOLE:scxl 1345 0 0 RP0LE:scx2 1345 0 0 RPOLE:scx3 1345 0 0 RP0LE:scx4 1345 0 0 RP0LE:scx5 1345 0 0 LPOLE:t 697 0 0 LPOLE:cxl 657 0 0 LP0LE:cx2 657 0 0 LP0LE:cx3 657 0 0 LPOLE:cx4 657 0 0 LP0LE:cx5 657 0 0 Point Loads for Load Case "NESC 250C WIND": Joint Vertical Transverse Longitudinal Load Label Load Load Load Cogent (lbs) (lbs) (lbs) -------------------------------------------------------- SW APS4:T 1G5 24GG 0 ' RPOLE:SW 114 1658 0 LC1 1219 7581 0 LC2 1219 7581 0 LC3 1219 7581 0 RC1 1219 7581 0 Chappell Engineering Assoc. - nstar comeler_ str 321 att rev Page 8/33 RC2 1219 7581 0 RC3 1219 7581 0 NEXTEL:ANTENNA 240 2466 0 RPOLE:scxl 170 600 0 RPOLE:scx2 170 600 0 RPOLE:scx3 170 600 0 - RPOLE:scx4 170 600 0 RP0LE:scx5 170 600 0 LPOLE:t 556 0 0 LPOLE:cxl 83 365 0 LPOLE:cx2 83 365 0 LPOLE:cx3 83 365 0 LP0LE:cx4 83 365 0 LPOLE:cxS 83 365 0 Point Loads for Load Case "NESC 250D WIND 6 ICE": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) -------------------------------------------------------- SW ARM:T 784 2768 -0 RPOLE:SW 675 2246 0 _ LC1 2507 6217 0 LC2 2507 6217 0 LC3 2507 6217 0 RC1 2507 6217 0 RC2 2507 6217 0 RC3 2507 6217 0 NEXTEL:ANTENNA 1021 604 0 RPOLE:scxl 793 218 0 RP0LE:scx2 793 218 0 RPOLE:scx3 793 218 0 RPOLE:scx4 793 218 0 RPOLE:scxS 793 218 0 LPOLE:t 556 0 0 LPOLE:cxl 387 133 0 LPOLE:cx2 387 133 0 LPOLE:cx3 387 133 0 LP0LE:cx4 387 133 0 ^ LP0LE:cx5 387 133 0 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 9/33 *** Analysis Results: Maximum element usage is 101.45% for Steel Pole "RPOLE" in load case "NESC 250E MA/DPU" NG Maximum insulator usage is 19.07% for 2-Parts "RC1" in load case "NSTAR WIND" *** Analysis Results for Load Case No. 1 "NESC 250B MA/DPU" - Number of iterations in SAPS 15 Equilibrium Joint Positions and Rotations for Load Case "NESC 250E MA/DPU": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) ---------------------------------------------------------------------------------------------- LPOLE:g 0 0 0 0.0000 0.0000 0.0000 0 -8 0 LPOLE:t 0.00223 5.489 -0.2183 -5.8677 0.0025 -0.0000 0.00223 -2.511 89.78 LPOLE:SW 0.002187 5.387 -0.213 -5.8670 0.0025 -0.0000 0.002187 -2.613 88.79 LPOLE:BR 0.002057 5.08 -0.1973 -5.8521 0.0025 -0.0000 0.002057 -2.92 85.8 LPOLE:CIT 0.001942 4.805 -0.1833 -5.8245 0.0024 -0.0000 0.001942 -3.195 83.12 LPOLE:CIB 0.00164 4.073 -0.1463 -5.6769 0.0023 -0.0000 0.00164 -3.927 75.85 LPOLE:cx5 0.0016 3.974 -0.1414 -5.6488 0.0023 -0.0000 0.0016 -4.026 74.86 LPOLE:C2T 0.001377 3.422 -0.1146 -5.4316 0.0022 -0.0000 0.001377 -4.578 69.19 LPOLE:C2B 0.00111 2.754 -0.08375 -5.0431 0.0020 0.0000 0.00111 -5.246 61.92 LPOLE:cx4 0.001041 2.58 -0.07614 -4.9183 0.0019 0.0000 0.001041 -5.42 59.92 LPOLE:C3T 0.0008868 2.189 -0.05977 -4.5901 0.0018 0.0000 0.0008868 -5.811 55.24 LPOLE:C3B 0.0006703 1.64 -0.03889 -4.0052 0.0016 0.0000 0.0006703 -6.36 47.96 LPOLE:cx3 0.00059 1.437 -0.03192 -3.7425 0.0015 0.0000 0.00059 -6.563 44.97 LPOLE:cx2 0.0002674 0.633 -0.009649 -2.4301 0.0010 0.0000 0.0002674 -7.367 29.99 LPOLE:cxl 6.86e-005 0.1567 -0.001457 -1.1931 0.0005 0.0000 6.86e-005 -7.843 15 RPOLE:g 0 0 0 0.0000 0.0000 0.0000 0 8 0 RPOLE:t 0.002001 5.492 -0.219 -5.9279 0.0022 -0.0000 0.002001 13.49 89.78 RPOLE:SW 0.001963 5.389 -0.2136 -5.9209 0.0022 -0.0000 0.001963 13.39 88.79 RPOLE:BR 0.00185 5.08 -0.1977 -5.8905 0.0022 0.0000 0.00185 13.08 85.8 RPOLE:CIT 0.001749 4.804 -0.1835 -5.8512 0.0021 0.0000 0.001749 12.8 83.12 RPOLE:CIB 0.001483 4.069 -0.1463 -5.6840 0.0020 0.0000 0.001483 12.07 75.85 RPOLE:scx5 0.001447 3.97 -0.1414 -5.6542 0.0020 0.0000 0.001447 11.97 74.86 RPOLE:C2T 0.001249 3.419 -0.1145 -5.4303 0.0019 0.0000 0.001249 11.42 69.19 RPOLE:C2B 0.001011 2.751 -0.08372 -5.0377 0.0018 0.0000 0.001011 10.75 61.92 RPOLE:scx4 0.0009497 2.577 -0.07612 -4.9125 0.0017 0.0000 0.0009497 10.58 59.92 RPOLE:C3T 0.000611 2.187 -0.05978 -4.5841 0.0016 0.0000 0.000811 10.19 55.24 RPOLE:C3B 0.0006152 1.639 -0.03893 -3.9996 0.0014 0.0000 0.0006152 9.639 47.96 RPOLE:scx3 0.0005423 1.436 -0.03197 -3.7374 0.0013 0.0000 0.0005423 9.436 44.97 RPOLE:scx2 0.0002473 0.6324 -0.009718 -2.4275 0.0009 0.0000 0.0002473 8.632 29.99 RPOLE:scxl 6.377e-005 0.1566 -0.0015 -1.1923 0.0005 0.0000 6.377e-005 8.157 15 SW ARM:O 0.002184 5.383 -0.2844 -5.8670 0.0025 -0.0000 0.002184 -1.919 88.72 SW ARM:T 0.002175 5.373 -0.4892 -5.8810 0.0025 -0.0000 0.002175 0.07088 88.51 CAN:T 0.002666 6.511 -0.2707 -5.8688 0.0025 -0.0000 0.002666 -1.489 99.73 NEXTEL:ANTENNA 0.002387 6.536 -0.2736 -6.0195 0.0022 -0.0000 0.002387 14.54 99.73 NEXTEL:TIP 0.002465 6.746 -0.2847 -6.0196 0.0022 -0.0000 0.002465 14.75 101.7 ARM:O 0.002057 5.08 -0.1973 -0.1247 -0.0000 0.0007 0.002057 -2.92 85.8 ARM:E 0.00185 5.08 -0.1977 0.1261 -0.0000 0.0007 0.00185 13.08 85.8 LC1 0.001722 4.046 -0.7882 0.0000 0.0000 0.0000 0.001722 2.421 75.22 LC2 0.001185 2.732 -0.6694 0.0000 0.0000 0.0000 0.001185 1.107 61.34 LC3 0.0007344 1.627 -0.5207 0.0000 0.0000 0.0000 0.0007344 0.002185 47.49 RC1 0.001555 4.042 -0.7899 0.0000 0.0000 0.0000 0.001555 18.42 75.22 RC2 0.001078 2.729 -0.669 0.0000 0.0000 0.0000 0.001078 17.1 61.34 RC3 0.0006732 1.625 -0.5201 0.0000 0.0000 0.0000 0.0006732 16 47.49 Joint Support Reactions for Load Case "NESC 250E MA/DPU": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kips) % (kips) %(kips) % % (kips). % (ft-k) % (ft-k) % (ft-k) % % _ ------------------------------------------------------------------------------------------------------------------ LPOLE:g -0.02 0.0 -35.62 0.0 34.54 0.0 0.0 49.62 0.0 2396.51 0.0 -1.1 0.0 0.00 0.0 0.0 RPOLE:g -0.02 0.0 -35.67 0.0 38.07 0.0 0.0 52.17 0.0 2395.56 0.0 -1.0 0.0 -0.00 0.0 0.0 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 10/33 Detailed Steel Pole Usages for Load Case "NESC 250E MA/DPU": Element Joint Joint Rel. Trans. Long. Vert. Trans. Mom. Long. Mom. Tors. Axial Tran. Long. P/A M/S. V/Q. T/R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. (Local Mx) (Local My) Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k)(ft-k) (kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) Mai) % --------------------------------------------------------------------------------------------------------------------------------------------------- LPOLE LPOLE:t Origin 0.00 65.87 0.03 -2.62 1.10 -0.01 0.0 -1.35 0.35 -0.00 -0.09 0.22 0.01 0.00 0.31 0.5 2 LPOLE LPOLE:SW End 1.00 64.64 0.03 -2.56 1.45 -0.01 0.0 -1.35 0.35 -0.00 -0.09 0.28 0.01 0.00 0.37 0.6 2 LPOLE LPOLE:SW Origin 1.00 64.64 0.03 -2.56 3.11 -0.01 -0.0 -2.19 4.40 -0.00 -0.15 0.16 0.58 0.00 1.06 1.6 4 LPOLE LPOLE:BR End 4.00 60.96 0.02 -2.37 16.31 -0.02 -0.0 -2.19 4.40 -0.00 -0.14 2.89 0.15 0.00 3.04 4.7 2 LPOLE LPOLE:BR Origin 4.00 60.96 0.02 -2.37 16.31 -0.02 -0.0 -2.62 4.75 -0.00 -0.17 2.89 0.16 0.00 3.07 4.7 2 LPOLE LPOLE:CIT End 6.70 57.67 0.02 -2.20 29.14 -0.03 -0.0 -2.62 4.75 -0.00 -0.16 4.76 0.16 0.00 4.92 7.6 2 LPOLE LPOLE:CIT Origin 6.70 57.67 0.02 -2.20 29.14 -0.03 -0.0 -6.01 7.48 -0.00 -0.37 4.76 0.24 0.00 5.14 7.9 2 LPOLE Tube 1 End 10.35 53.24 0.02 -1.97 56.45 -0.04 -0.0 -6.01 7.48 -0.00 -0.35 8.31 0.23 0.00 8.67 13.3 2 LPOLE Tube 1 Origin 10.35 53.24 0.02 -1.97 56.45 -0.04 -0.0 -6.44 7.58 -0.00 -0.38 8.31 0.24 0.00 8.69 13.4 2 LPOLE LPOLE:CIB End 14.00 48.87 0.02 -1.76 84.11 -0.06 -0.0 -6.44 7.58 -0.00 -0.36 11.21 0.22 0.00 11.58 17.8 2 LPOLE LPOLE:CIB Origin 14.00 48.87 0.02 -1.76 84.11 -0.06 -0.0 -6.73 14.74 -0.00 -0.37 11.21 0.44 0.00 11.61 17.9 2 LPOLE LPOLE:cx5 End 15.00 47.69 0.02 -1.30 98.85 -0.06 -0.0 -6.73 14.74 -0.00 -0.37 12.84 0.43 0.00 13.23 20.3 2 LPOLE LPOLE:cx5 Origin 15.00 47.69 0.02 -1.70 98.85 -0.06 -0.0 -7.50 15.02 -0.01 -0.41 12.84 0.44 0.00 13.27 20.4 2 LPOLE Tube 1 End 17.85 44.34 0.02 -1.53 141.66 -0.08 -0.0 -7.50 15.02 -0.01 -0.40 17.10 0.42 0.00 17.52 26.9 2 LPOLE Tube 1 Origin 17.85 44.34 0.02 -1.53 141.66 -0.08 -0.0 -7.89 15.09 -0.01 -0.42 17.10 0.42 0.00 17.54 27.0 2 LPOLE LPOLE:c2T End 20.70 41.07 0.02 -1.37 184.67 -0.09 -0.0 -7.89 15.09 -0.01 -0.40 20.78 0.41 0.00 21.20 32.6 2 LPOLE LPOLE:C2T Origin 20.70 41.07 0.02 -1.37 184.67 -0.09 -0.0 -11.47 17.90 -0.01 -0.59 20.78 0.49 0.00 21.39 32.9 2 LPOLE Tube 1 End 24.35 36.98 0.01 -1.18 250.02 -0.12 -0.0 -11.47 17.90 -0.01 -0.56 25.80 0.47 0.00 26.38 40.6 2 LPOLE Tube 1 Origin 24.35 36.98 0.01 -1.18 250.02 -0.12 -0.0 -12.04 17.98 -0.01 -0.59 25.80 0.47 0.00 26.41 40.6 2' LPOLE LPOLE:C2B End 28.00 33.05 0.01 -1.00 315.64 -0.14 -0.0 -12.04 17.98 -0.01 -0.57 29.98 0.45 0.00 30.56 47.0 2 LPOLE LPOLE:C2B Origin 28.00 33.05 0.01 -1.00 315.64 -0.14 -0.0 -12.52 25.03 -0.01 -0.59 29.98 0.62 0.00 30.59 47.1 2 LPOLE LPOLE:cx4 End 30.00 30.96 0.01 -0.91 365.70 -0.16 -0.0 -12.52 25.03 -0.01 -0.58 33.24 0.61 0.00 33.84 52.1 2 LPOLE LPOLE:cx4 Origin 30.00 30.96 0.01 -0.91 365.70 -0.16 -0.0 -13.63 25.32 -0.01 -0.63 33.24 0.62 0.00 33.89 52.1 2 LPOLE LPOLE:C3T End 34.70 26.27 0.01 -0.72 484.72 -0.20 -0.0 -13.63 25.32 -0.01 -0.60 39.88 0.59 0.00 40.49 62.3 2 LPOLE LPOLE:C3T Origin 34.70 26.27 0.01 -0.72 484.72 -0.20 -0.0 -17.68 28.26 -0.01 -0.77 39.88 0.66 0.00 40.67 62.6 2 LPOLE Tube 1 End 38.35 22.87 0.01 -0.58 587.86 -0.23 -0.0 -17.68 28.26 -0.01 -0.75 44.90 0.63 0.00 45.66 70.3 2 LPOLE Tube 1 Origin 38.35 22.67 0.01 -0.58 587.86 -0.23 -0.0 -18.41 28.29 -0.01 -0.78 44.90 0.63 0.00 45.70 70.3 2 LPOLE LPOLE:C3B End 42.00 19.69 0.01 -0.47 691.12 -0.27 -0.0 -18.41 28.29 -0.01 -0.75 49.15 0.61 0.00 49.91 76.8 2 LPOLE LPOLE:C3B Origin 42.00 19.69 0.01 -0.47 691.12 -0.27 -0.0 -19.15 35.12 -0.01 -0.78 49.15 0.76 0.00 49.94 76.8 2 LPOLE LPOLE:cx3 End 45.00 17.25 0.01 -0.38 796.49 -0.30 -0.0 -19.15 35.12 -0.01 -0.76 53.50 0.74 0.00 54.28 83.5 2 LPOLE LPOLE:cx3 Origin 45.00 17.25 0.01 -0.38 796.49 -0.30 -0.0 -20.42 35.35 -0.01 -0.81 53.50 0.74 0.00 54.33 83.6 2 LPOLE Tube 1 End 48.63 14.53 0.01 -0.30 924.64 -0.34 -0.0 -20.42 35.35 -0.01 -0.78 58.10 0.72 0.00 58.90 90.6 2 LPOLE Tube 1 Origin 48.63 14.53 0.01 -0.30 924.64 -0.34 -0.0 -21.27 35.36 -0.01 -0.82 58.10 0.72 0.00 58.93 90.7 2 LPOLE SpliceT End 52.25 12.06 0.01 -0.23 1052.81 -0.39 -0.0 -21.27 35.36 -0.01 -0.79 62.02 0.69 0.00 62.82 96.6 2 LPOLE SpliceT Origin 52.25 12.06 0.01 -0.23 1052.81 -0.39 -0.0 -22.25 35.37 -0.01 -0.67 50.63 0.57 0.00 51.32 78.9 2 LPOLE Tube 2 End 56.13 9.70 0.00 -0.16 1189.85 -0.44 -0.0 -22.25 35.37 -0.01 -0.65 53.53 0.55 0.00 54.19 83.4 2 LPOLE Tube 2 Origin 56.13 9.70 0.00 -0.16 1189.85 -0.44 -0.0 -23.34 35.39 -0.01 -0.68 53.53 0.55 0.00 54.22 83.4 2 LPOLE LPOLE:cx2 End 60.00 7.60 0.00 -0.12 1326.97 -0.50 -0.0 -23.34 35.39 -0.01 -0.66 55.97 0.53 0.00 56.64 87.1 2 LPOLE LPOLE:cx2 Origin 60.00 7.60 0.00 -0.12 1326.97 -0.50 -0.0 -25.16 35.60 -0.02 -0.71 55.97 0.53 0.00 56.69 87.2 2 LPOLE Tube 2 End 65.00 5.26 0.00 -0.07 1504.98 -0.58 -0.0 -25.16 35.60 -0.02 -0.69 58.58 0.51 0.00 59.27 91.2 2 LPOLE Tube 2 Origin 65.00 5.26 0.00 -0.07 1504.98 -0.58 -0.0 -26.67 35.60 -0.02 -0.73 58.58 0.51 0.00 59.31 91.2 2 LPOLE Tube 2 End 70.00 3.35 0.00 -0.04 1682.98 -0.66 -0.0 -26.67 35.60 -0.02 -0.70 60.63 0.49 0.00 61.34 94.4 2 LPOLE Tube 2 Origin 70.00 3.35 0.00 -0.04 1682.98 -0.66 -0.0 -28.22 35.59 -0.02 -0.74 60.63 0.49 0.00 61.38 94.4 2 LPOLE LPOLE:cxl End 75.00 1.88 0.00 -0.02 1860.91 -0.76 -0.0 -28.22 35.59 -0.02 -0.71 62.24 0.48 0.00 62.96 96.9 2 LPOLE LPOLE:cxl Origin 75.00 1.88 0.00 -0.02 1860.91 -0.76 -0.0 -30.35 35.75 -0.02 -0.77 62.24 0.48 0.00 63.01 96.9 2 LPOLE Tube 2 End 80.00 0.84 0.00 -0.01 2039.67 -0.86 -0.0 -30.35 35.75 -0.02 -0.74 63.50 0.46 0.00 64.24 98.8 2 LPOLE Tube 2 Origin 80.00 0.84 0.00 -0.01 2039.67 -0.86 -0.0 -32.00 35.71 -0.02 -0.78 63.50 0.46 0.00 64.28 98.9 2 LPOLE Tube 2 End 85.00 0.21 0.00 -0.00 2218.22 -0.97 -0.0 -32.00 35.71 -0.02. -0.75 64.44 0.44 0.00 65.20 100.3 2 NG LPOLE Tube 2 Origin 85.00 0.21 0.00 -0.00 2218.22 -0.97 =0.0 -33.68 35.66 -0.02 -0.79 64.44 0.44 0.00 65.24 100.4 2 NG LPOLE LPOLE:g End 90.00 0.00 0.00 0.00 2396.51 -1.08 -0.0 -33.68 35.66 -0.02 -0.77 65.11 0.43 0.00 65.89 101.4 2 NG RPOLE RPOLE:t Origin 0.00 65.91 0.02 -2.63 11.84 -0.01 0.0 -2.22 1.28 -0.00 -0.15 2.37 0.05 0.00 2.53 3.9 2 RPOLE RPOLE:SW End 1.00 64.67 0.02 -2.56 13.12 -0.01 0.0 -2.22 1.28 -0.00 -0.15 2.55 0.05 0.00 2.70 4.1 2 RPOLE RPOLE:SW Origin 1.00 64.67 0.02 -2.56 13.12 -0.01 -0.0 -2.91 4.47 -0.00 -0.20 2.55 0.16 0.00 2.76 4.2 2 RPOLE RPOLE:BR End 4.00 60.96 0.02 -2.37 26.53 -0.02 -0.0 -2.91 4.47 -0.00 -0.19 4.69 0.15 0.00 4.89 7.5 2 RPOLE RPOLE:BR Origin 4.00 60.96 0.02 -2.37 26.53 -0.02 0.0 -3.39 4.30 -0.00 -0.22 4.69 0.15 0.00 4.92 7.6 2 RPOLE RPOLE:CIT End 6.70 57.65 0.02 -2.20 38.14 -0.02 0.0 -3.39 4.30 -0.00 -0.21 6.22 0.14 0.00 6.44 9.9 2 RPOLE RPOLE:CIT Origin 6.70 57.65 0.02 -2.20 38.14 -0.02 -0.0 -6.77 7.03 -0.00 -0.42 6.22 0.23 0.00 6.65 10.2 2 RPOLE Tube 1 End 10.35 53.21 0.02 -1.98 63.79 -0.03 -0.0 -6.77 7.03 -0.00 -0.40 9.38 0.22 0.00 9.79 15.1 2 RPOLE Tube 1 Origin 10.35 53.21 0.02 -1.98 63.79 -0.03 0.0 -7.21 7.12 -0.00 -0.42 9.38 0.22 0.00 9.81 15.1 2 RPOLE RPOLE:CIB End 14.00 48.83 0.02 -1.76 89.77 -0.04 0.0 -7.21 7.12 -0.00 -0.40 11.97 0.21 0.00 12.37 19.0 2 RPOLE RPOLE:CIB Origin 14.00 48.83 0.02 -1.76 89.77 -0.04 0.0 -7.50 14.28 -0.00 -0.42 11.97 0.42 0.00 12.41 19.1 2 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 11/33 RPOLE RPOLE:scx5 End 15.00 47.64 0.02 -1.70 104.06 -0.05 0.0 -7.50 14.28 -0.00 -0.41 13.51 0.42 0.00 13.94 21.5 2 RPOLE RPOLE:scx5 Origin 15.00 47.64 0.02 -1.70 104.06 -0.05 0.0 -8.81 14.73 -0.00 -0.48 13.51 0.43 0.00 14.02 21.6 2 RPOLE Tube 1 End 17.85 44.30 0.02 -1.53 146.05 -0.06 0.0 -8.81 14.73 -0.00 -0.47 17.63 0.41 0.00 18.11 27.9. 2 RPOLE Tube 1 Origin 17.85 44.30 0.02 -1.53 146.05 -0.06 0.0 -9.21 14.80 -0.00 -0.49 17.63 0.42 0.00 18.13 27.9 2 RPOLE RPOLE:C2T End 20.70 41.02 0.01 -1.37 188.23 -0.07 0.0 -9.21 14.80 -0.00 -0.47 21.18 0.40 0.00 21.67 33.3 2 RPOLE RPOLE:C2T Origin 20.70 41.02 0.01 -1.37 188.23 -0.07 0.0 -12.79 17.61 -0.01 -0.65 21.18 0.48 0.00 21.85 33.6 2 RPOLE Tube 1 End 24.35 36.94 0.01 -1.18 252.50 -0.09 0.0 -12.79 17.61 -0.01 -0.63 26.06 0.46 0.00 26.70 41.1 2 RPOLE Tube 1 Origin 24.35 36.94 0.01 -1.18 252.50 -0.09 0.0 -13.35 17.68 -0.01 -0.65 26.06 0.46 0.00 26.73 41.1 2 RPOLE RPOLE:C2B End 28.00 33.01 0.01 -1.00 317.03 -0.12 0.0 -13.35 17.68 -0.01 -0.63 30.12 0.44 0.00 30.75 47.3 2 RPOLE RPOLE:C2B Origin 28.00 33.01 0.01 -1.00 317.03 -0.12 0.0 -13.83 24.73 -0.01 -0.65 30.12 0.62 0.00 30.79 47.4 2 RPOLE RPOLE:sr_x4 End 30.00 30.92 0.01 -0.91 366.49 -0.13 0.0 -13.83 24.73 -0.01 -0.64 33.32 0.60 0.00 33.97 52.3 2 RPOLE RPOLE:scx4 Origin 30.00 30.92 0.01 -0.91 366.49 -0.13 0.0 -15.50 25.17 -0.01 -0.71 33.32 0.61 0.00 34.05 52.4 2 RPOLE RPOLE:C3T End 34.70 26.24 0.01 -0.72 484.80 -0.17 0.0 -15.50 25.17 -0.01 -0.68 39.88 0.58 0.00 40.58 62.4 2 RPOLE RPOLE:C3T Origin 34.70 26.24 0.01 -0.72 484.80 -0.17 0.0 -19.54 28.10 -0.01 -0.86 39.88 0.65 0.00 40.76 62.7 2 RPOLE Tube 1 End 38.35 22.84 0.01 -0.58 587.37 -0.20 0.0 -19.54 28.10 -0.01 -0.83 44.87 0.63 0.00 45.70 70.3 2 RPOLE Tube 1 Origin 38.35 22.84 0.01 -0.58 587.37 -0.20 0.0 -20.27 28.13 -0.01 -0.86 44.87 0.63 0.00 45.74 70.4 2 RPOLE RPOLE:C3B End 42.00 19.66 0.01 -0.47 690.03 -0.23 0.0 -20.27 28.13 -0.01 -0.83 49.07 0.61 0.00 49.91 76.8 2 RPOLE RPOLE:C3B Origin 42.00 19.66 0.01 -0.47 690.03 -0.23 0.0 -21.01 34.95 -0.01 -0.86 49.07 0.75 0.00 49.94 76.8 2 RPOLE RPOLE:scx3 End 45.00 17.23 0.01 -0.38 794.87 -0.26 0.0 -21.01 34.95 -0.01 -0.83 53.39 0.73 0.00 54.24 83.4 2 RPOLE RPOLE:scx3 Origin 45.00 17.23 0.01 -0.38 794.87 -0.26 0.0 -22.83 35.32 -0.01 -0.90 53.39 0.74 0.00 54.31 83.6 2 RPOLE Tubed End 48.63 14.51 0.01 -0.30 922.88 -0.30 0.0 -22.83 35.32 -0.01 -0.87 57.99 0.72 0.00 58.88 90.6 2 RPOLE Tube 1 Origin 48.63 14.51 0.01 -0.30 922.88 -0.30 0.0 -23.69 35.30 -0.01 -0.91 57.99 0.71 0.00 58.91 90.6 2 RPOLE SpliceT End 52.25 12.05 0.00 -0.23 1050.86 -0.35 0.0 -23.69 35.30 -0.01 -0.88 61.91 0.69 0.00 62.80 96..6 2 RPOLE SpliceT Origin 52.25 12.05 0.00 -0.23 1050.86 -0.35 0.0 -24.66 35.30 -0.01 -0.75 50.54 0.57 0.00 51.30 78.9 2 RPOLE Tube 2 End 56.13 9.69 0.00 -0.17 1187.65 -0.40 0.0 -24.66 35.30 -0.01 -0.72 53.43 0.55 0.00 54.16 83.3 2 RPOLE Tube 2 Origin 56.13 9.69 0.00 -0.17 1187.65 -0.40 0.0 -25.75 35.31 -0.01 -0.75 53.43 0.55 0.00 54.19 83.4 2 RPOLE RPOLE:scx2 End 60.00 7.59 0.00 -0.12 1324.47 -0.45 0.0 -25.75 35.31 -0.01 -0.73 55.86 0.53 0.00 56.60 87.1 2 RPOLE RPOLE:scx2 Origin 60.00 7.59 0.00 -0.12 1324.47 -0.45 0.0 -28.13 35.65 -0.02 -0.60,55.86 0.54 0.00 56.67 87.2 2 RPOLE Tube 2 End 65.00 5.25 0.00 -0.07 1502.70 -0.52 0.0 -28.13 35.65 -0.02 -0.77 58.49 0.51 0.00 59.26 91.2 2 RPOLE Tube 2 Origin 65.00 5.25 0.00 -0.07 1502.70 -0.52 0.0 -29.63 35.62 -0.02 -0.81 58.49 0.51 0.00 59.30 91.2 2 RPOLE Tube 2 End 70.00 3.35 0.00 -0.04 1680.81 -0.61 0.0 -29.63 35.62 -0.02 -0.78 60.56 0.49 0.00 61.34 94.4 2 RPOLE Tube 2 Origin 70.00 3.35 0.00 -0.04 1680.81 -0.61 0.0 -31.18 35.59 -0.02 -0.82 60.56 0.49 0.00 61.38 94.4 2 RPOLE RPOLE:scxl End 75.00 1.88 0.00 -0.02 1858.75 -0.70 0.0 -31.18 35.59 -0.02 -0.79 62.17 0.48 0.00 62.96 96.9 2 RPOLE RPOLE:scxl Origin 75.00 1.88 0.00 -0.02 1858.75 -0.70 0.0 -33.87 35.86 -0.02 -0.86 62.17 0.48 0.00 63.03 97.0 2 RPOLE Tube 2 End 80.00 0.83 0.00 -0.01 2038.03 -0.79 0.0 -33.87 35.86 -0.02 -0.83 63.45 0.46 .0.00 64.28 98.9 2 RPOLE Tube 2 Origin 80.00 0.83 0.00 -0.01 2038.03 -0.79 0.0 -35.52 35.79 -0.02 -0.87 63.45 0.46 0.00 64.32 99.0 2 RPOLE. Tube.2 - End 85..00 -0.21 0.00 -0.00 2216.99' -0..90 0.0 -35.52 35.79 -.0.02. -0.84 64.40 0.45 0.00`65-.24. 100.4 -.2 -NG RPOLE Tube 2 Origin 85.00 0.21 0:00 -0.00 2216.99 -0.90 0.0 =37.21 35.72 -0.02 -0.88 64.40 0.44 0.00 65.28 100.4 2 NG RPOLE RPOLE:g End. 90.00 0.00 0.00 0.00 2395.56 -1.01 0.0 -37.21 35.72 -0.02 -0.85 65.09 0.43 0.00 65.94 161.4 2 NG Detailed Tubular Davit Arm Usages for Load Case "NESC 250B MA/DPU": ! Element Joint Joint Rel. Trans. -Long. Vert. Vert. Horz. Tors. Axial Vert. Horz. P/A M/S. V/Q. T/R. Res. Max. At -Label Label Position Dist. Defl. Defl. Defl. Mom.. Mom.. Mom.. Force .Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k)(ft-k).(kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) 8 ------------------- -------------------------_---------------------------------------------------------------------------------------------- SW ARM SW ARM:O Origin 0.00 64.60 0.03 3.41 -1.22 -0.00 0.0 4.00 0.61 0.00 0.92 1.78 0.22 0.00 2.73 4.2 2 SW ARM SW ARM:T End 2.00 64.47 0.03 -5.87 -0.00 0.00 0.0 4.00 0.61 0.00 0.92 0.00 0.32 0.00 1.07 1.6 3 CAN LPOLE:t Origin 0.00 65.87 0.03 -2.62 -1.10 -0.01 0.0 -0.15 0.17 0.00 -0.01 0.16 0.02 0.00 0.18 0.5 1 CAN #CAN:O End 5.00 72.00 0.03 -2.93 -0.28 -0.00 0.0 -0.15 0.17 0.00 -0.01 0.04 0.02 0.00 0.06 0.2 1 CAN #CAN:O Origin 5.00 72.00 0.03 -2.93 -.0.28 -0.00 0.0 -0.07 0.08 0.00 -0.01 0.04 0.01 0.00 0.05 0.1 1 CAN #CAN:1 End 7.50 75.07 0.03 -3.09 -0.07 -0.00 0.0 -0.07 0.08 0.00 -0.01 0.01 0.01 0.00 0.03 0.1 1 CAN #CAN:1 origin 7.50 75.07 0.03 -3.09 -0.07 -0.00 0.0 -0.02 0.03 0.00 -0.00 0.01 0.00 0.00 0.01 0.0 1 CAN CAN T End 10.00 78.14 0.03 -3.25 0.00 -0.00 0.0 -0.02 0.03 0.00 -0.00 0.00 0.00 0.00 0.01 0.0 1 NEXTEL RPOLE:t Origin 0.00 65.91 0.02 -2.63 -11.84 -0.01 0.0 -2.01 1.22 0.00 -0.21 4.92 0.25 0.00 5.15 14.3 1 NEXTEL #NEXTEL:O End 5.00 72.15 0.03 -2.95 -5.72 -0.00 0.0 -2.01 1.22 0.00 -0.21 2.38 0.25 0.00 2.62 7.3 1 NEXTEL #NEXTEL:O Origin 5.00 72.15 0.03 -2.95 -5.72 -0.00 0.0 -1.76 1.16 0.00 -0.18 2.38 0.24 0.00 2.59 7.2 1 NEXTEL #NEXTEL:1 End 7.50 75.28 0.03 -3.12 -2.83 -0.00 0.0 -1.76 1.16 0.00 -0.18 1.17 0.24 0.00 1.42 3.9 1 NEXTEL #NEXTEL:l Origin 7.50 75.28 0.03 -3.12 -2.83 -0.00 -0.0 -1.60 1.12 0.00 -0.17 1.17 0.23 0.00 1.40 3.9 1 NEXTEL NEXTEL:ANTENNA _ End 10.00 78.43 0.03 -3.28 .-0.03 -0.00 70.0 r_ 1.60 1.12 0.00 -0.17 0.01 0.23 0.00 0.44 1.2 1 NEXTEL NEXTEL:ANTENNA Origin 10.00 78.43 0.03 -3.28 -0.03 -0.00 0.0 -0.07 0.02 0.00 -0.01 0.01 0.00 0.00 0.02 0.1 1 NEXTEL NEXTEL:TIP End 12.00 80.95 0.03 -3.42 0.00 -0.00 0.0 -0.07 0.02 0.00 -0.01 0.00 0.00 0.00 0.01 0.0 1 Detailed Tubular X-Arm Usages for Load Case "NESC 250B.MA/DPU": Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 12/33 Element Joint Joint Rel. Trans. Long. Vert. Vert. Horz. Tors. Axial Vert. Horz. P/A MIS. V/Q. T/R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k)(ft-k) (kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) % ----------------------------------------------------------------------------------------------------------------------------------------------- ARM ARM:O Origin 0.00 60.96 0.02 -2.37 -0.00 0.00 0.0 0.26 0.11 0.00 0.09 0.00 0.09 0.00 0.18 0.5 3 ARM #sARM:O End 5.00 60.96 0.02 -2.48 0.53 0.00 0.0 0.26 0.11 0.00 0.09 1.84 0.06 0.00 1.94 5.4 2 ARM #sARM:O Origin 5.00 60.96 0.02 -2.48 0.53 0.00 0.0 0.26 0.01 0.00 0.09 1.84 0.01 0.00 1.93 5.4 2 ARM #sARM:l End 10.00 60.96 0.02 -2.49 0.58 0.00 0.0 0.26 0.01 0.00 0.09 2.01 0.01 0.00 2.10 5.8 2 ARM #sARM:l Origin 10.00 60.96 0.02 -2.49 0.58 0.00 -0.0 0.26 -0.07 -0.00 0.09 2.01 0.04 0.00 2.10 5.8 2 ARM #sARM:2 End 13.00 60.96 0.02 -2.45 0.38 0.00 -0.0 0.26 -0.07 -0.00 0.09 1.31 0.04 0.00 1.40 3.9 2 ARM #sARM:2 Origin 13.00 60.96 0.02 -2.45 0.38 0.00 -0.0 0.26 -0.13 -0.00 0.09 1.31 0.07 0.00 1.40 3.9 2 ARM ARM:E End 16.00 60.96 0.02 -2.37 -0.00 -0.00 -0.0 0.26 -0.13 -0.00 0.09 0.00 0.10 0.00 0.20 0.6 3 Summary of Clamp Capacities and Usages for Load Case "NESC 250E MA/DPU": Clamp Force Input Factored Usage Label Holding Holding Capacity Capacity (kips) (kips) (kips) 8 ---------------------------------------- LSW 4.040 25.00 25.00 16.16 RSW 3.183 25.00 25.00 12.73 NEXTEL 1.745 25.00 25.00 6.98 scxl 1.134 25.00 25.00 4.54 scx2 1.134 25.00 25.00 4.54 scx3 1.134 25.00 25.00 4.54 scx4 1.134 25.00 25.00 4.54 scx5 1.134 25.00 25.00 4.54 ATT 1.111 25.00 25.00 4.44 cxl 0.565 25.00 25.00 2.26 cx2 0.565 25.00 25.00 2.26 cx3 0.565 25.00 25.00 2.26 cx4 0.565 25.00 25.00 2.26 cx5 0.565 25.00 25.00 2.26 Summary of 2-Parts Capacities and Usages for Load Case "NESC 250B MA/DPU": 2-Parts Force Force Left Ten. Right Ten. Left Comp. Right Comp. Insul. Usage Label Left Part Right Part Capacity Capacity Capacity Capacity S.F. (kips) (kips) (kips) (kips) (kips) (kips) % -------------------------------------------------------------------------------------- LC1 4.02 7.10 40.00 40.00 10.00 10.00 1.00 17.75 LC2 4.14 7.00 40.00 40.00 10.00 10.00 1.00 17.50 LC3 4.35 6.81 40.00 40.00 10.00 10.00 1.00 17.02 RC1 4.02 7.11 40.00 40.00 10.00 10.00 1.00 17.76 RC2 4.14 7.00 40.00 40.00 10.00 10.00 1.00 17.50 RC3 4.35 6.81 40.00 40.00 10.00 10.00 1.00 17.02 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 13/33 *** Analysis Results for Load Case No. 2 "NSTAR WIND" - Number of iterations in SAPS 15 Equilibrium Joint Positions and Rotations for Load Case "NSTAR WIND": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) ---------------------------------------------------------------------------------------------- LPOLE:g 0 0 0 0.0000 0.0000 0.0000 0 -8 0 LPOLE:t 0.002172 5.084 -0.1849 -5.3703 0.0024 -0.0000 0.002172 -2.916 89.82 LPOLE:SW 0.00213 4.99 -0.1805 -5.3684 0.0024 -0.0000 0.00213 -3.01 88.82 LPOLE:BR 0.002004 4.71 -0.1674 -5.3547 0.0024 -0.0000 0.002004 -3.29 85.83 LPOLE:CIT 0.001892 4.458 -0.1557 -5.3297 0.0024 -0.0000 0,001892 -3.542 83.14 LPOLE:CIB 0.001598 3.787 -0.1247 -5.2040 0.0022 -0.0000 0.001598 -4.213 75.88 LPOLE:cx5 0.001559 3.696 -0.1206 -5.1805 0.0022 -0.0000 0.001559 -4.304 74.88 LPOLE:C2T 0.001342 3.19 -0.09801 -4.9913 0.0021 -0.0000 0.001342 -4.81 69.2 LPOLE:C2B 0.001083 2.575 -0.07199 -4.6492 0.0019 0.0000 0.001083 -5.425 61.93 LPOLE:cx4 0.001016 2.414 -0.06553 -4.5394 0.0019 0.0000 0.001016 -5.586 59.93 LPOLE:C3T 0.0008657 2.053 -0.0516 -4.2470 0.0018 0.0000 0.0008657 -5.947 55.25 LPOLE:C3B 0.0006549 1.544 -0.03373 -3.7235 0.0015 0.0000 0.0006549 -6.456 47.97 LPOLE:cx3 0.0005767 1.355 -0.02773 -3.4878 0.0014 0.0000 0.0005767 -6.645 44.97 LPOLE:cx2 0.0002619 0.6013 -0.008352 -2.2915 0.0010 0.0000 0.0002619 -7.399 29.99 LPOLE:cxl 6.73e-005 0.15 -0.001164 -1.1373 0.0005 0.0000 6.73e-005 -7.85 15 RPOLE:g 0 0 0 0.0000 0.0000 0.0000 0 8 0 RPOLE:t 0.001941 5.096 -0.1866 -5.5654 0.0021 0.0000 0.001941 13.1 89.81 RPOLE:SW 0.001904 4.999 -0.1819 -5.5489 0.0021 0.0000 0.001904 13 88.82 RPOLE:BR 0.001795 4.71 -0.168 -5.4905 0.0021 0.0000 0.001795 12.71 85.83 RPOLE:CIT 0.001697 4.453 -0.1557 -5.4292 0.0021 0.0000 0.001697 12.45 83.14 RPOLE:CIB 0.00144 3.774 -0.124 -5.2383 0.0020 0.0000 0.00144 11.77 75.88 RPOLE:scxS 0.001406 3.683 -0.1199 -5.2088 0.0020 0.0000 0.001406 11.68 74.88 RPOLE:C2T 0.001214 3.175 -0.09717 -4.9937 0.0019 0.0000 0.001214 11.17 69.2 RPOLE:C2B 0.000984 2.561 -0.07123 -4.6341 0.0017 0.0000 0.000984 10.56 61.93 RPOLE:scx4 0.0009242 2.401 -0.06482 -4.5217 0.0017 0.0000 0.0009242 10.4 59.94 RPOLE:C3T 0.0007897 2.041 -0.05101 -4.2257 0.0016 0.0000 0.0007897 10.04 55.25 RPOLE:C3B 0.0005998 1.535 -0.03334 -3.7012 0.0014 0.0000 0.0005998 9.535 47.97 RPOLE:scx3 0.000529 1.347 -0.02741 -3.4664 0.0013 0.0000 0.000529 9.347 44.97 RPOLE:scx2 0.0002417 0.5979 -0.00827 -2.2775 0.0009 0.0000 0.0002417 8.598 29.99 RPOLE:scxl 6.248e-005 0.1493 -0.001159 -1.1312 0.0005 0.0000 6.248e-005 8.149 15 SW ARM:O 0.002127 4.987 -0.2459 -5.3684 0.0024 -0.0000 0.002127 -2.315 88.75 SW ARM:T 0.00212 4.978 -0.433 -5.3680 0.0024 -0.0000 0.00212 -0.3233 88.57 CAN:T 0.002596 6.02 -0.2289 -5.3736 0.0024 -0.0000 0.002596 -1.98 99.77 NEXTEL:ANTENNA 0.002314 6.091 -0.2363 -5.7809 0.0022 0.0000 0.002314 14.09 99.76 NEXTEL:TIP 0.002389 6.292 -0.2465 -5.7810 0.0022 0.0000 0.002389 14.29 101.8 ARM:O 0.002004 4.71 -0.1674 -0.0779 -0.0000 0.0007 0.002004 -3.29 85.83 ARM:E 0.001795 4.71 -0.168 0.0760 -0.0000 0.0008 0.001795 12.71 85.83 LCl 0,001622 3.766 -0.7085 0.0000 0.0000 0.0000 0.001622 2.141 75.3 LC2 0.001106 2.558 -0.6069 0.0000 0.0000 0.0000 0.001106 0.933 61.4 LC3 0.0006763 1.534 -0.4762 0.0000 0.0000 0.0000 0.0006763 -0.09068 47.53 RC1 0.001461 3.752 -0.7148 0.0000 0.0000 0.0000 0.001461 18.13 75.29 RC2 0.001005 2.544 -0.6053 0.0000 0.0000 0.0000 0.001005 16.92 61.4 RC3 0.0006192 1.525 -0.4734 0.0000 0.0000 0.0000 0.0006192 15.9 47.53 Joint Support Reactions for Load Case "NSTAR WIND": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kips) 8 (kips) %(kips) 6 % (kips) % (ft-k) 9 (ft-k) 9 (ft-k) 6 8 ------------------------------------------------------------------------------------------------------------------ LPOLE:g -0.02 0.0 -37.51 0.0 17.43 0.0 0.0 41.36 0.0 2308.40 0.0 -1.1 0.0 0.00 0.0 0.0 RPOLE:g -0.02 0.0 -37.59 0.0 17.82 0.0 0.0 41.60 0.0 2298.20 0.0 -1.0 0.0 -0.00 0.0 0.0 Detailed Steel Pole Usages for Load Case "NSTAR WIND": Element Joint Joint. Rel. Trans. Long. Vert. Trans. Mom. Long. Mom. Tors. Axial Tran. Long. P/A MIS. V/Q. T/R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. (Local Mx) (Local My) Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k)(ft-k) (kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) B Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 14/33 --------------------------------------------------------------------------------------------------------------------------------------------------- LPOLE LPOLE:t Origin 0.00 61.01 0.03 -2.22 3.15 -0.01 0.0 -0.84 0.72 -0.00 -0.06 0.63 0.03 0.00 0.69 1.1 2 LPOLE LPOLE:SW End 1.00 59.88 0.03 -2.17 3.87 -0.01 0.0 -0.84 0.72 -0.00 -0.06 0.75 0.03 0.00 0.81 1.2 2 LPOLE LPOLE:SW Origin 1.00 59.88 0.03 -2.17 3.85 -0.01 -0.0 -0.97 3.39 -0.00 -0.07 0.75 0.12 0.00 0.84 1.3 2 LPOLE LPOLE:BR End 4.00 56.52 0.02 -2.01 14.00 -0.02 -0.0 -0.97 3.39 -0.00 -0.06 2.48 0.12 0.00 2.55 3.9 2 LPOLE LPOLE:BR Origin 4.00 56.52 0.02 -2.01 14.00 -0.02 -0.0 -1.14 4.85 -0.00 -0.07 2.48 0.17 0.00 2.57 3.9 2 LPOLE LPOLE:CIT End 6.70 53.50 0.02 -1.87 27.10 -0.03 -0.0 -1.14 4.85 -0.00 -0.07 4.42 0.16 0.00 4.50 6.9 2 LPOLE LPOLE:CIT Origin 6.70 53.50 0.02 -1.87 27.10 -0.03 -0.0 -2.14 5.70 -0.00 -0.13 4.42 0.19 0.00 4.57 7.0 2 LPOLE Tube 1 End 10.35 49.45 0.02 -1.68 47.91 -0.04 -0.0 -2.14 5.70 -0.00 -0.13 7.05 0.18 0.00 7.18 11.0 2 LPOLE Tube 1 Origin 10.35 49.45 0.02 -1.68 47.91 -0.04 -0.0 -2.41 5.90 -0.00 -0.14 7.05 0.18 0.00 7.20 11.1 2 LPOLE LPOLE:CIB End 14.00 45.44 0.02 -1.50 69.46 -0.06 -0.0 -2.41 5.90 -0.00 -0.13 9.26 0.17 0.00 9.40 14.5 2 LPOLE LPOLE:CIB Origin 14.00 45.44 0.02 -1.50 69.46 -0.06 -0.0 -2.59 13.65 -0.00 -0.14 9.26 0.40 0.00 9.43 14.5 2 LPOLE LPOLE:cxS End 15.00 44.36 0.02 -1.45 83.11 -0.06 -0.0 -2.59 13.65 -0.00 -0.14 10.79 0.40 0.00 10.96 16.9 2 LPOLE LPOLE:cx5 Origin 15.00 44.36 0.02 -1.45 83.11 -0.06 -0.0 -2.82 14.15 -0.00 -0.15 10.79 0.41 0.00 10.97 16.9 2 LPOLE Tube 1 End 17.85 41.29 0.02 -1.31 123.44 -0.07 -0.0 -2.82 14.15 -0.00 -0.15 14.90 0.40 0.00 15.07 23.2 2 LPOLE Tube 1 Origin 17.85 41.29 0.02 -1.31 123.44 -0.07 -0.0 -3.07 14.32 -0.01 -0.16 14.90 0.40 0.00 15.08 23.2 2 LPOLE LPOLE:C2T End 20.70 38.28 0.02 -1.18 164.25 -0.09 -0.0 -3.07 14.32 -0.01 -0.16 18.48 0.39 0.00 18.65 28.7 2 LPOLE LPOLE:C2T Origin 20.70 38.28 0.02 -1.18 164.25 -0.09 -0.0 -4.21 15.26 -0.01 -0.22 18.48 0.41 0.00 18.71 28.8 2 LPOLE Tube 1 End 24.35 34.52 0.01 -1.01 219.94 -0.11 -0.0 -4.21 15.26 -0.01 -0.21 22.70 0.40 0.00 22.92 35.3 2 LPOLE Tube 1 Origin 24.35 34.52 0.01 -1.01 219.94 _ -0.11 -0.0 -4.57 15.49 -0.01 -0.22 22.70 0.40 0.00 22.94 35.3 2 LPOLE LPOLE:C2B End 28.00 30.90 0.01 -0.86 276.47 -0.14 -0.0 -4.57 15.49 -0.01 -0.22 26.26 0.39 0.00 26.49 40.8 2 LPOLE LPOLE:C2B Origin 28.00 30.90 0.01 -0.86 276.47 -0.14 -0.0 -4.88 23.22 -0.01 -0.23 26.26 0.58 0.00 26.51 40.8 2 LPOLE LPOLE:cx4 End 30.00 28.97 0.01 -0.79 322.92 -0.15 -0.0 -4.88 23.22 -0.01 -0.22 29.36 0.57 0.00 29.60 45.5 2 LPOLE LPOLE:cx4 Origin 30.00 28.97 0.01 -0.79 322.92 -0.15 -0.0 -5.35 23.82 -0.01 -0.25 29.36 0.58 0.00 29.62 45.6 2 LPOLE LPOLE:C3T End 34.70 24.64 0.01 -0.62 434.89 -0.19 -0.0 -5.35 23.82 -0.01 -0.23 35.78 0.55 0.00 36.03 55.4 2 LPOLE LPOLE:C3T Origin 34.70 24.64 0.01 -0.62 434.89 -0.19 -0.0 -6.83 24.94 -0.01 -0.30 35.78 0.58 0.00 36.09 55.5 2 LPOLE Tube 1 End 38.35 21.49 0.01 -0.50 525.93 -0.22 -0.0 -6.83 24.94 -0.01 -0.29 40.17 0.56 0.00 40.47 62.3 2 LPOLE Tube 1 Origin 38.35 21.49 0.01 -0.50 525.93 -0.22 -0.0 -7.31 25.19 -0.01 -0.31 40.17 0.56 0.00 40.50 62.3 2 LPOLE LPOLE:C3B End 42.00 18.53 0.01 -0.40 617.87 -0.26 -0.0 -7.31 25.19 -0.01 -0.30 43.94 0.54 0.00 44.25 68.1 2 LPOLE LPOLE:C3B Origin 42.00 18.53 0.01 -0.40 617.87 -0.26 -0.0 -7.80 32.85 -0.01 -0.32 43.94 0.71 0.00 44.27 68.1 2 LPOLE LPOLE:cx3 End 45.00 16.26 0.01 -0.33 716.42 -0.29 -0.0 -7.80 32.85 -0.01 -0.31 48.13 0.69 0.00 48.45 74.5 2 LPOLE LPOLE:cx3 Origin 45.00 16.26 0.01 -0.33 716.42 -0.29 -0.0 -8.40 33.46 -0.01 -0.33 48.13 0.70 0.00 48.47 74.6 2 LPOLE Tube 1 End 48.63 13.72 0.01 -0.26 837.70 -0.33 -0.0 -8.40 33.46 -0.01 -0.32 52.64 0.68 0.00 52.98 81.5 2 LPOLE Tube 1 Origin 48.63 13.72 0.01 -0.26 837.70 -0.33 -0.0 -8.98 33.71 -0.01 -0.34 52.64 0.68 0.00 53.00 81.5 2 LPOLE SpliceT End 52.25 11.42 0.00 -0.20 959.88 -0.38 -0.0 -8.98 33.71 -0.01 -0.33 56.55 0.66 0.00 56.89 87.5 2 LPOLE SpliceT Origin 52.25 11.42 0.00 -0.20 959.88 -0.38 -0.0 -9.64 33.97 -0.01 -0.29 46.16 0.54 0.00 46.47 71.5 2 LPOLE Tube 2 End 56.13 9.20 0.00 -0.14 1091.53 -0.43 -0.0 -9.64 33.97 -0.01 -0.28 49.11 0.53 0.00 49.40 76.0 2 LPOLE Tube 2 Origin 56.13 9.20 0.00 -0.14 1091.53 -0.43 -0.0 -10.37 34.26 -0.01 -0.30 49.11 0.53 0.00 49.42 76.0 2 LPOLE LPOLE:cx2 End 60.00 7.22 0.00 -0.10 1224.30 -0.48 -0.0 -10.37 34.26 -0.01 -0.29 51.64 0.51 0.00 51.94 79.9 2 LPOLE LPOLE:cx2 Origin 60.00 7.22 0.00 -0.10 1224.30 -0.48 -0.0 -11.33 34.98 -0.02 -0.32 51.64 0.53 0.00 51_97 79.9 2 LPOLE Tube 2 End 65.00 5.01 0.00 -0.06 1399.18 -0.56 -0.0 -11.33 34.98 -0.02 -0.31 54.46 0.50 0.00 54.77 84.3 2 LPOLE Tube 2 Origin 65.00 5.01 0.00 -0.06 1399.18 -0.56 -0.0 -12.35 35.36 -0.02 -0.34 54.46 0.51 0.00 54.80 84.3 2 LPOLE Tube 2 End 70.00 3.20 0.00 -0.03 1575.97 -0.65 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61.15 0.02 -2.24 27.79 -0.01 0.0 -0.58 2.98 -0.00 -0.04 5.57 0.11 0.00 5.61 8.6 2 RPOLE RPOLE:SW End 1.00 59.99 0.02 -2.18 30.76 -0.01 0.0 -0.58 2.98 -0.00 -0.04 5.97 0.11 0.00 6.01 9.3 2 RPOLE RPOLE:SW Origin 1.00 59.99 0.02 -2.18 30.76 -0.01 0.0 -0.68 4.89 -0.00 -0.05 5.97 0:17 0.00 6.02 9.3 2 RPOLE RPOLE:BR End 4.00 56.52 0.02 -2.02 45.45 -0.01 0.0 -0.68 4.89 -0.00 -0.04 8.04 0.17 0.00 8.08 12.4 2 RPOLE RPOLE:BR Origin 4.00 56.52 0.02 -2.02 45.45 -0.01 0.0 -1.09 3.74 -0.00 -0.07 8.04 0.13 0.00 8.11 12.5 2 RPOLE RPOLE:CIT End 6.70 53.44 0.02 -1.87 55.54 -0.02 0.0 -1.09 3.74 -0.00 -0.07 9.06 0.12 0.00 9.13 14.1 2 RPOLE RPOLE:CIT Origin 6.70 53.44 0.02 -1.87 55.54 -0.02 0.0 -2.08 4.58 -0.00 -0.13 9.06 0.15 0.00 9.20 14.1 2 RPOLE Tube 1 End 10.35 49.32 0.02 -1.68 72.27 -0.03 0.0 -2.08 4.58 -0.00 -0.12 10.63 0.14 0.00 10.76 16.5 2 RPOLE Tube 1 Origin 10.35 49.32 0.02 -1.68 72.27 -0.03 0.0 -2.36 4.79 -0.00 -0.14 10.63 0.15 0.00 10.77 16.6 2 RPOLE .RPOLE:ClB End 14.00 45.28 0.02 -1.49 89.74 -0.04 0.0 -2.36 4.79 -0.00 -0.13 11.96 0.14 0.00 12.10 18.6 2 RPOLE RPOLE:CIB Origin 14.00 45.28 0.02 -1.49 89.74 -0.04 0.0 -2.54 12.54 -0.00 -0.14 11.96 0.37 0.00 12.12 18.6 2 RPOLE RPOLE:scx5 End 15.00 44.19 0.02 -1.44 102.28 .-0.05 0.0 -2.54 12.54 -0.00 -0.14 13.28 0.37 0.00 13.44 20.7 2 RPOLE RPOLE:sr_x5 Origin 15.00 44.19 0.02 -1.44 102.28 -0.05 0.0 -2.86 13.28 -0.00 -0.16 13.28 0.39 0.00 13.45 20.7 2 RPOLE Tube 1 End 17.85 41.11 0.02 -1.30 140.13 -0.06 0.0 -2.86 13.28 -0.00 -0.15 16.92 0.37 0.00 1.7.08 26.3 2 RPOLE Tube 1 Origin 17.85 41.11 0.02 -1.30 140.13 -0.06 0.0 -3.11 13.45 -0.00 -0.16 16.92 0.38 0.00 17.10 26.3 2 RPOLE RPOLE:C2T End 20.70 38.10 0.01 -1.17 178.47 ` -0.07 0.0 -3.11 13.45 -0.00 -0.16 20.09 0.37 0.00 20.25 31.2 2 RPOLE RPOLE:C2T origin 20.70 38.10 0.01 -1.17 178.47 -0.07 0.0 -4.25 14.39 -0.01 -0.22 20.09 0.39 0.00 20.31 31.3 2 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 15/33 RPOLE Tube 1 End 24.35 34.34 0.01 -1.00 231.00 -0.09 0.0 -4.25 14.39 -0.01 -0.21 23.84 0.37 0.00 24.06 37.0 2 RPOLE Tube 1 Origin 24.35 34.34 0.01 -1.00 231.00 -0.09 0.0 -4.62 14.62 -0.01 -0.23 23.84 0.38 0.00 24.08 37.0 2 RPOLE RPOLE:C2B End 28.00 30.73 0.01 -0.85 284.36 -0.11 0.0 -4.62 14.62 -0.01 -0.22 27.01 0.36 0.00 27.24 41.9 2 RPOLE RPOLE:C2B Origin 28.00 30.73 0.01 -0.85 284.36 -0.11 0.0 -4.93 22.35 -0.01 -0.23 27.01 0.56 0.00 27.26 41.9 2 RPOLE RPOLE:scx4 End 30.00 28.81 0.01 -0.78 329.07 -0.13 0.0 -4.93 22.35 -0.01 -0.23 29.91 0.54 0.00 30.16 46.4 2 RPOLE RPOLE:scx4 Origin 30.00 28.81 0.01 -0.78 329.07 -0.13 0.0 -5.48 23.20 -0.01 -0.25 29.91 0.57 0.00 30.18 46.4 2 RPOLE RPOLE:C3T End 34.70 24.50 0.01 -0.61 438.10 -0.16 0.0 -5.48 23.20 -0.01 -0.24 36.04 0.54 0.00 36.29 55.8 2 RPOLE RPOLE:C3T Origin 34.70 24.50 0.01 -0.61 438.10 -0.16 0.0 -6.96 24.32 -0.01 -0.30 36.04 0.56 0.00 36.36 55.9 2 RPOLE Tube 1 End 38.35 21.36 0.01 -0.50 526.86 -0.19 0.0 -6.96 24.32 -0.01 -0.29 40.24 0.54 0.00 40.55 62.4 2 RPOLE Tube 1 Origin 38.35 21.36 0.01 -0.50 526.86 -0.19 0.0 -7.44 24.56 -0.01 -0.31 40.24 0.55 0.00 40.57 62.4 2 RPOLE RPOLE:C3B End 42.00 18.42 0.01 -0.40 616.52 -0.22 0.0 -7.44 24.56 -0.01 -0.30 43.84 0.53 0.00 44.15 67.9 2 RPOLE RPOLE:C3B Origin 42.00 18.42 0.01 -0.40 616.52 -0.22 0.0 -7.93 32.22 -0.01 -0.32 43.84 0.69 0.00 44.18 68.0 2 RPOLE RPOLE:scx3 End 45,00 16.17 0.01 -0.33 713.18 -0.25 0.0 -7.93 32.22 -0.01 -0.31 *47.91 0.67 0.00 48.24 74.2 2 RPOLE RPOLE:scx3 Origin 45.00 16.17 0.01 -0.33 713.18 -0.25 0.0 -8.61 33.07 -0.01 -0.34 47.91 0.69 0.00 48.26 74.3 2 RPOLE Tube 1 End 48.63 13.64 0.01 -0.26 833.05 -0.29 0.0 -8.61 33.07 -0.01 -0.33 52.35 0.67 0.00 52.69 61.1 2 RPOLE Tube 1 Origin 48.63 13.64 0.01 -0.26 833.05 -0.29 0.0 -9.19 33.32 -0.01 -0.35 52.35 0.67 0.00 52.71 81.1 2 RPOLE SpliceT End 52.25 11.35 0.00 -0.19 953.82 -0.33 0.0 -9.19 33.32 -0.01 -0.34 56.19 0.65 0.00 56.54 87.0 2 RPOLE SpliceT Origin 52.25 11.35 0.00 -0.19 953.82 -0.33 0.0 -9.85 33.58 -0.01 -0.30 45.87 0.54 0.00 46.18 71.0 2 RPOLE Tube 2 End 56.13 9.15 0.00 -0.14 1083.96 -0.38 0.0 -9.85 33.58 -0.01 -0.29 48.77 0.52 0.00 49.06 75.5 2 RPOLE Tube 2 Origin 56.13 9.15 0.00 -0.14 1083.96 -0.38 0.0 -10.58 33.87 -0.01 -0.31 48.77 0.53 0.00 49.09 75.5 2 RPOLE RPOLE:scx2 End 60.00 7.18 0.00 -0.10 1215.22 -0.43 0.0 -10.58 33.87 -0.01 -0.30 51.25 0.51 0.00 51.56 79.3 2 RPOLE RPOLE:scx2 Origin 60.00 7.18 0.00 -0.10 1215.22 -0.43 0.0 -11.63 34.82 -0.01 -0.33 51.25 0.52 0.00 51.59 79.4 2 RPOLE Tube 2 End 65.00 4.98 0.00 -0.06 1389.34 -0.51 0.0 -11.63 34.82 -0.01 -0.32 54.07 0.50 0.00 54.40 83.7 2 RPOLE Tube 2 Origin 65.00 4.98 0.00 -0.06 1389.34 -0.51 0.0 -12.65 35.21 -0.02 -0.34 54.07 0.51 0.00 54.43 83.7 2 RPOLE Tube 2 End 70.00 3.18 0.00 -0.03 1565.37 -0.59 0.0 -12.65 35.21 -0.02 -0.33 56.40 0.49 0.00 56.73 87.3 2 RPOLE Tube 2 Origin 70.00 3.18 0.00 -0.03 1565.37 -0.59 0.0 -13.69 35.59 -0.02 -0.36 56.40 0.49 0.00 56.76 87.3 2 RPOLE RPOLE:scxl End 75.00 1.79 0.00 -0.01 1743.32 -0.68 0.0 -13.69 35.59 -0.02 -0.35 58.31 0.48 0.00 58.66 90.2 2 RPOLE RPOLE:scxl Origin 75.00 1.79 0.00 -0.01 1743.32 -0.68 0.0 -14.98 36.60 -0.02 -0.38 58.31 0.49 0.00 58.69 90.3 2 RPOLE Tube 2 End 80.00 0.80 0.00 -0.00 1926.30 -0.78 0.0 -14.98 36.60 -0.02 -0.37 59.97 0.47 0.00 60.34 92.8 2 RPOLE Tube 2 Origin 80.00 0.80 0.00 -0.00 1926.30 -0.78 0.0 -16.09 36.99 -0.02 -0.39 59.97 0.48 0.00 60.37 92.9 2 RPOLE Tube 2 End 85.00 0.20 0.00 -0.00 2111.25 -0.88 0.0 -16.09 36.99 -0.02 -0.38 61.33 0.46 0.00 61.72 94.9 2 RPOLE Tube 2 Origin 85.00 0.20 0.00 -0.00 2111.25 -0.88 0.0 -17.24 37.39 -0.02 -0.41 61.33 0.47 0.00 61.74 95.0 2 RPOLE RPOLE:g End 90.00 0.00 0.00 0.00 2298.20 -0.99 0.0 -17.24 37.39 -0.02 -0.39 62.44 0.45 0.00 62.84 96.7 2 Detailed Tubular Davit Arm Usages for Load Case "NSTAR WIND": Element - Joint Joint Rel. Trans. Long. Vert. Vert. Horz. Tors. Axial Vert. Horz. P/A M/S. V/Q. T/R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k) (ft-k)(kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) % ------------------------------------------------------------------------------------------------------------------------------------------------------ SW ARM SW ARM:O Origin 0.00 59.85 0.03 -2.95 0.03 -0.00 -0.0 2.56 -0.02 0.00 0.59 0.05 0.01 0.00 0.63 1.0 2 SW ARM SW ARM:T End 2.00 59.74 0.03 -5.20 0.00 0.00 -0.0 2.56 -0.02 0.00 0.59 0.00 0.01 0.00 0.59 0.9 3 CAN LPOLE:t Origin 0.00 61.01 0.03 -2.22 -3.15 -0.01 0.0 -0.09 0.47 0.00 -0.01 0.46 0.07 0.00 0.48 1.3 1 CAN #CAN:O End 5.00 66.62 0.03 -2.48 -0.79 -0.00 0.0 -0.09 0.47 0.00 -0.01 0.11 0.07 0.00 0.17 0.5 1 CAN #CAN:O Origin 5.00 66.62 0.03 -2.48 -0.79 -0.00 0.0 -0.05 0.24 0.00 -0.00 0.11 0.03 0.00 0.13 0.4 1 CAN #CAN:l End 7.50 69.43 0.03 -2.61 -0.20 -0.00 0.0 -0.05 0.24 0.00 -0.00 0.03 0.03 0.00 0.07 0.2 1 CAN #CAN:1 Origin 7.50 69.43 0.03 -2.61 -0.20 -0.00 0.0 -0.02 0.08 0.00 -0.00 0.03 0.01 0.00 0.04 0.1 1 CAN CAN:T End 10.00 72.24 0.03 -2.75 0.00 -0.00 0.0 -0.02 0.08 0.00 -0.00 0.00 0.01 0.00 0.02 0.1 1 NEXTEL RPOLE:t Origin 0.00 61.15 0.02 -2.24 -27.79 -0.01 0.0 -0.44 2.86 0.00 -0.05 11.54 0.59 0.00 11.63 32.3 1 NEXTEL #NEXTEL:O End 5.00 67.06 0.03 -2.53 -13.48 -0.00 0.0 -0.44 2.86 0.00 -0.05 5.60 0.59 0.00 5.74 15.9 1 NEXTEL #NEXTEL:O Origin 5.00 67.06 0.03 -2.53 -13.48 -0.00 0.0 -0.28 2.73 0.00 -0.03 5.60 0.57 0.00 5.71 15.9 1 NEXTEL #NEXTEL:1 End 7.50 70.07 0.03 -2.68 -6.66 -0.00 0.0 -0.28 2.73 0.00 -0.03 2.77 0.57 0.00 2.96 8.2 1 NEXTEL #NEXTEL:l Origin 7.50 70.07 0.03 -2.68 -6.66 -0.00 -0.0 -0.18 2.64 0.00 -0.02 2.77 0.55 0.00 2.94 8.2 1 NEXTEL NEXTEL:ANTENNA End 10.00 73.09 0.03 -2.84 -0.07 -0.00 -0.0 -0.18 2.64 0.00 -0.02 0.03 0.55 0.00 0.95 2.6 1 NEXTEL NEXTEL:ANTENNA Origin 10.00 73.09 0.03 -2.84 -0.07 -0.00 0.0 -0.04 0.04 0.00 -0.00 0.03 0.01 0.00 0.04 0.1 1 NEXTEL NEXTEL:TIP End 12.00 75.51 0.03 -2.96 0.00 -0.00 0.0 -0.04 0.04 0.00 -0.00 0.00 0.01 0.00 0.01 0.0 1 Detailed Tubular X-Arm Usages for Load Case "NSTAR WIND": Element Joint Joint Rel. Trans. Long. Vert. Vert. Horz. Tors. Axial Vert. Horz. P/A M/S. V/Q. T/R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k)(ft-k)(kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) % ----------------------------------------------------------------------------------------------------------------------------------------------- ARM ARM:O Origin 0.00 56.52 0.02 -2.01 -0.00 -0.00 0.0 1.32 0.07 0.00 0.46 0.00 0.05 0.00 0.47 1.3 3 ARM #sARM:O End 5.00 56.52 0.02 -2.08 0.33 0.00 0.0 1.32 0.07 0.00 0.46 1.13 0.04 0.00 1.59 4.4 2 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 16/33 ARM #sARM:0 Origin 5.00 56.52 0.02 -2.08 0.33 0.00 0.0 1.32 0.01 0.00 0.46 1.13 0.00 0.00 1.59 4.4 2 ARM #sARM:I End 10.00 56.52 0.02 -2.09 0.36 0.00 0.0 1.32 0.01 0.00 0.46 1.23 0.00 0.00 1.69 4.7 2 ARM #sARM:I Origin 10.00 56.52 0.02 -2.09 0.36 0.00 -0.0 1.32 -0.04 -0.00 0.46 1.23 0.02 0.00 1.69 4.7 2 ARM #sARM:2 End 13.00 56.52 0.02 -2.06 0.23 0.00 -0.0 1.32 -0.04 -0.00 0.46 0.80 0.02 0.00 1.26 3.5 2 ARM #sARM:2 Origin 13.00 56.52 0.02 -2.06 0.23 0.00 -0.0 1.32 -0.08 -0.00 0.46 0.80 0.04 0.00 1.26 3.5 2 ARM ARM:E End 16.00 56.52 0.02 -2.02 -0.00 -0.00 -0.0 1.32 -0.08 -0.00 0.46 0.00 0.06 0.00 0.47 1.3 3 Summary of Clamp Capacities and Usages for Load Case "NSTAR WIND": Clamp Force Input Factored Usage Label Holding Holding Capacity Capacity (kips) (kips) (kips) $ ---------------------------------------- LSW 2.562 25.00 25.00 10.25 RSW 1.819 25.00 25.00 7.27 NEXTEL 2.518 25.00 25.00 10.07 scxl 0.644 25.00 25.00 2.58 scx2 0.644 25.00 25.00 2.58 scx3 0.644 25.00 25.00 2.58 scx4 0.644 25.00 25.00 2.58 scx5 0.644 25.00 25.00 2.58 ATT 0.694 25.00 25.00 2.78 cxl 0.386 25.00 25.00 1.55 cx2 0.386 25.00 25.00 1.55 cx3 0.386 25.00 25.00 1.55 cx4 0.386 25.00 25.00 1.55 cx5 0.386 25.00 25.00 1.55 Summary of 2-Parts Capacities and Usages for Load Case "NSTAR WIND": 2-Parts Force Force Left Ten. Right Ten. Left Comp. Right Comp. Insul. Usage Label Left Part Right Part Capacity Capacity Capacity Capacity S.F. (kips) (kips) (kips) (kips) (kips) (kips) $ -------------------------------------------------------------------------------------- LCl 1.03 7.62 40.00 40.00 10.00 10.00 1.00 19.04 LC2 1.12 7.56 40.00 40.00 10.00 10.00 1.00 18.89 LC3 1.28 7.44 40.00 40.00 10.00 10.00 1.00 18.59 RC1 1.02 7.63 40.00 40.00 10.00 10.00 1.00 19.07 RC2 1.12 7.55 40.00 40.00 10.00 10.00 1.00 18.89 RC3 1.28 7.43 40.00 40.00 10.00 10.00 1.00 18.59 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 17/33 *** Analysis Results for Load Case No. 3 "ICE" - Number of iterations in SAPS 15 Equilibrium Joint Positions and Rotations for Load Case "ICE": - - If Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-PosZ-Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) -------------- ------------------------------------------------------ ------------------------- LPOLE:9 0 0 0 0.0000 0.0000 0.0000 0 -8 0 LPOLE:t 0.002342 4.111 -0.1233 -4.4091 0.0026 -0.0000 0.002342 -3.889 89.88 LPOLE:SW 0.002296 4.034 -0.1203 -4.4090 0.0026 -0.0000 0.002296 -3.966 68.88 LPOLE:BR 0.00216 3.804 -0.1115 -4.3961 0.0026 -0.0000 0.00216 -4.196 85.89 LPOLE:CIT 0.002038 3.597 -0.1035 -4.3747 0.0026 -0.0000 0.002038 -4.403 83.2 LPOLE:CIB 0.001718 3.047 -0.08263 -4.2613 0.0024 -0.0000 0.001718 -4.953 75.92 LPOLE:cx5 0.001676 2.972 -0.07986 -4.2396 0.0024 -0.0000 0.001676 -5.028 74,92 LPOLE:C2T 0.001441 2.558 -0.06472 -4.0752 0.0023 -0.0000 0.001441 -5.442 69.24 LPOLE:C2B 0.00116 2.057 -0.04732 -3.7814 0.0021 -0.0000 0.00116 -5.943 61.95 LPOLE:cx4 0.001087 1.926 -0.04302 -3.6867 0.0020 0.0000 0.001087 -6.074 59.96 LPOLE:C3T 0.0009253 1.633 -0.0338 -3.4388 0.0019 0.0000 0.0009253 -6.367 55.27 LPOLE:C3B 0.0006984 1.222 -0.02201 -2.9967 0.0017 0.0000 0.0006984 -6.778 47.98 LPOLE:cx3 0.0006144 1.07 -0.01808 -2.7978 0.0015 0.0000 0.0006144 -6.93 44.98 LPOLE:cx2 0.0002778 0.4699 -0.00555 -1.8089 0.0010 0.0000 0.0002778 -7.53 29.99 LPOLE:cxl 7.1le-005 0.116 -0.0009112 -0.8845 0.0005 -0.0000 7.11e-005 -7.884 15 RPOLE:g 0 0 0 0.0000 0.0000 0.0000 0 8 0 RPOLE:t 0.002085 4.11 -0.1234 -4.3858 0.0023 -0.0000 0.002085 12.11 89.88 RPOLE:SW 0.002045 4.033 -0.1204 -4.3849 0.0023 -0.0000 0.002045 12.03 88.88 RPOLE:BR 0.001927 3.804 -0.1117 -4.3760 0.0023 -0.0000 0.001927 11.8 85.89 RPOLE:CIT 0.001821 3.598 -0.1038 -4.3590 0.0022 -0.0000 0.001821 11.6 83.2 RPOLE:CIB 0.001542 3.049 -0.08297 -4.2544 0.0021 0.0000 0.001542 11.05 75.92 RPOLE:scxS 0.001504 2.975 -0.08021 -4.2335 0.0021 0.0000 0.001504 10.97 74.92 RPOLE:C2T 0.001298 2.561 -0.06508 -4.0734 0.0020 0.0000 0.001298 10.56 69.23 RPOLE:C2B 0.001049 2.059 -0.04766 -3.7830 0.0019 0.0000 0.001049 10.06 61.95 RPOLE:scx4 0.0009846 1.929 -0.04335 -3.6889 0.0018 0.0000 0.0009846 9.929 59.96 RPOLE:C3T 0.00084 1.636 -0.03409 -3.4421 0.0017 0.0000 0.00084 9.636 55.27 RPOLE:C3B 0.0006364 1.224 -0.02225 -3.0006 0.0015 0.0000 0.0006364 9.224 47.98 RPOLE:scx3 0.0005607 1.072 -0.0183 -2.8017 0.0014 0.0000 0.0005607 9.072 44.98 RPOLE:scx2 0.0002551 0.4706 -0.005676 -1.8119 0.0009 0.0000 0.0002551 8.471 29.99 RPOLE:scxl 6.564e-005 0.1162 -0.0009695 -0.8859 0.0005 0.0000 6.564e-005 8.116 15 SW ARM:O 0.002294 4.032 -0.174 -4.4090 0.0026 -0.0000 0.002294 -3.269 88.83 SW ARM:T 0.002288 4.026 -0.3285 -4.4373 0.0026 -0.0000 0.002288 -1.275 88.67 CAN:T 0.002802 4.88 -0.1529 -4.4091 0.0026 -0.0000 0.002802 -3.12 99.85 NEXTEL:ANTENNA 0.00249 4.876 -0.1528 -4.3972 0.0023 -0.0000 0.00249 12.88 99.85 NEXTEL:TIP 0.002571 5.029 -0.1587 -4.3972 0.0023 -0.0000 0.002571 13.03 101.8 ARM:O 0.00216 3.804 -0.1115 -0.0786 -0.0000 0.0006 0.00216 -4.196 85.89 ARM:E 0.001927 3.804 -0.1117 0.0797 -0.0000 0.0011 0.001927 11.8 85.89 LC1 0.001837 3.032 -0.5669 0.0000 0.0000 0.0000 0.001837 1.407 75.44 LC2 0.001266 2.045 -0.4888 0.0000 0.0000 0.0000 0.001266 0.42 61.52 . LC3 0.0007872 1.215 -0.3848 0.0000 0.0000 0.0000 0.0007872 -0.4098 47.62 RC1 0.001645 3.034 -0.566 0.0000 0.0000 0.0000 0.001645 17.41 75.44 RC2 0.001143 2.048 -0.4892 0.0000 0.0000 0.0000 0.001143 16.42 61.52 RC3 0.0007161 1.217 -0.3855 0.0000 0.0000 0.0000 0.0007161 15.59 47.62 Joint Support Reactions for Load Case "ICE": Joint X X Y Y ' Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kips) % (kips) %(kips) % % (kips) % (ft-k) % (ft-k) % (ft-k) % % ------------------------------------------------------------------------------------------------------------------ LPOLE:g -0.02 0.0 -25.42 0.0 28.14 0.0 0.0 37.92 0.0 1769.65 0.0 -1.1 0.0 0.00 0.0 0.0 RPOLE:g -0.02 0-0 -25.39 0.0 32.70 0.0 0.0 41.40 0.0 1772.11 0.0 -1.0 0.0 -0.00 0.0 0.0 Detailed Steel Pole Usages for Load Case "ICE": Element Joint Joint Rel. Trans. Long. Vert. Trans. Mom. Long. Mom. Tors. Axial Tran. Long. P/A M/S. V/Q. T/R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. (Local Mx) (Local My) Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k) (ft-k) (kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) % Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 18/33 --------------------------------------------------------------------------------------------------------------------------------------------------- LPOLE LPOLE:t Origin 0.00 49.33 0.03 -1.48 0.06 -0.01 0.0 -0.85 0.07 -0.00 -0.06 0.01 0.00 0.00 0.07 0.1 2 LPOLE LPOLE:SW End 1.00 48.41 0.03 -1.44 0.12 -0.01 0.0 -0.85 0.07 -0.00 -0.06 0.02 0.00 0.00 0.08 0.1 2 LPOLE LPOLE:SW Origin 1.00 48.41 0.03 -1.44 3.43 -0.01 -0.0 -2.22 3.35 -0.00 -0.15 0.49 0.33 0.00 0.85 1.3 3 LPOLE LPOLE:BR End 4.00 45.65 0.03 -1.34 13.50 -0.02 -0.0 -2.22 3.35 -0.00 -0.14 2.39 0.11 0.00 2.54 3.9 2 LPOLE LPOLE:BR Origin 4.00 45.65 0.03 -1.34 13.50 -0.02 -0.0 -2.53 3.04 -0.00 -0.16 2.39 0.10 0.00 2.56 3.9 2 LPOLE LPOLE:CIT End 6.70 43.17 0.02 -1.24 21.71 -0.03 -0.0 -2.53 3.04 -0.00 -0.16 3.54 0.10 0.00 3.70 5.7 2 LPOLE LPOLE:CIT Origin 6.70 43.17 0.02 -1.24 21.71 -0.03 -0.0 -6.06 5.96 -0.00 -0.37 3.54 0.19 0.00 3.93 6.0 2 LPOLE Tube 1 End 10.35 39.84 0.02 -1.12 43.45 -0.04 -0.0 -6.06 5.96 -0.00 -0.35 6.39 0.18 0.00 6.76 10.4 2 LPOLE Tube 1 origin 10.35 39.84 0.02 -1.12 43.45 -0.04 -0.0 -6.33 5.97 -0.00 -0.37 6.39 0.19 0.00 6.77 10.4 2 LPOLE LPOLE:CIB End 14.00 36.56 0.02 -0.99 65.24 -0.06 -0.0 -6.33 5.97 -0.00 -0.35 8.70 0.18 0.00 9.06 13.9 2 LPOLE LPOLE:CIB Origin 14.00 36.56 0.02 -0.99 65.24 -0.06 -0.0 -6.51 10.88 -0.01 -0.36 8.70 0.32 0.00 9.08 14.0 2 LPOLE LP0LE:cx5 End 15.00 35.67 0.02 -0.96 76.12 -0.07 -0.0 -6.51 10.88 -0.01 -0.36 9.88 0.32 0.00 10.26 15.8 2 LPOLE LP0LE:cx5 Origin 15.00 35.67 0.02 -0.96 76.12 -0.07 -0.0 -7.33 10.93 -0.01 -0.40 9.88 0.32 0.00 10.30 15.8 2 LPOLE Tube 1 End 17.85 33.16 0.02 -0.87 107.27 -0.08 -0.0 -7.33 10.93 -0.01 -0.39 12.95 0.31 0.00 13.35 20.5 2 LPOLE Tube 1 Origin 17.85 33.16 0.02 -0.87 107.27 -0.08 -0.0 -7.57 10.94 -0.01 -0.40 12.95 0.31 0.00 13.36 20.6 2 LPOLE LP0LE:C2T End 20.70 30.70 0.02 -0.78 138.43 -0.10 -0.0 -7.57 10.94 -0.01 -0.39 15.58 0.30 0.00 15.98 24.6 2 LPOLE LPOLE:C2T Origin 20.70 30.70 0.02 -0.78 138.43 -0.10 -0.0 -11.22 13.89 -0.01 -0.57 15.58 0.38 0.00 16.17 24.9 2 LPOLE Tube 1 End 24.35 27.63 0.02 -0.67 189.11 -0.12 -0.0 -11.22 13.89 -0.01 -0.55 19.52 0.36 0.00 20.08 30.9 2 LPOLE Tube 1 Origin 24.35 27.63 0.02 -0.67 189.11 -0.12 -0.0 -11.57 13.88 -0.01 -0.57 19.52 0.36 0.00 20.10 30.9 2 LPOLE LP0LE:C2B End 28.00 24.68 0.01 -0.57 239.77 -0.15 -0.0 -11.57 13.88 -0.01 -0.54 22.78 0.35 0.00 23.33 35.9 2 LPOLE LP0LE:C2B Origin 28.00 24.68 0.01 -0.57 239.77 -0.15 -0.0 -11.87 18.70 -0.01 -0.56 22.78 0.47 0.00 23.35 35.9 2 LPOLE LPOLE:cx4 End 30.00 23.11 0.01 -0.52 277.17 -0.17 -0.0 -11.87 18.70 -0.01 -0.55 25.20 0.46 0.00 25.76 39.6 2 LPOLE LPOLE:cx4 Origin 30.00 23.11 0.01 -0.52 277.17 -0.17 -0.0 -12.89 18.73 -0.01 -0.59 25.20 0.46 0.00 25.80 39.7 2 LPOLE LPOLE:C3T End 34.70 19.60 0.01 -0.41 365.18 -0.21 -0.0 -12.89 18.73 -0.01 -0.56 30.04 0.43 0.00 30.62 47.1 2 LPOLE LP0LE:C3T Origin 34.70 19.60 0.01 -0.41 365.18 -0.21 -0.0 -16.82 21.73 -0.01 -0.74 30.04 0.50 0.00 30.79 47.4 2 LPOLE Tube 1 End 38.35 17.05 0.01 -0.33 444.48 -0.24 -0.0 -16.82 21.73 -0.01 -0.71 33.95 0.49 0.00 34.67 53.3 2 LPOLE Tube 1 Origin 38.35 17.05 0.01 -0.33 444.48 -0.24 -0.0 717.27 21.68 -0.01 -0.73 33.95 0.46 0.00 34.69 53.4 2 LPOLE LP0LE:C3B End 42.00 14.66 0.01 -0.26 523.63 -0.28 -0.0 -17.27 21.68 -0.01 -0.70 37.24 0.47 0.00 37.95 58.4 2 LPOLE LP0LE:C3B Origin 42.00 14.66 0.01 -0.26 523.63 -0.28 -0.0 -17.72 26.34 -0.01 -0.72 37.24 0.57 0.00 37.97 58.4 2 LPOLE LP0LE:cx3 End 45.00 12.84 0.01 -0.22 602.65 -0.32 -0.0 -17.72 26.34 -0.01 -0.70 40.48 0.55 0.00 41.20 63.4 2 LPOLE LPOLE:cx3 Origin 45.00 12.84 0.01 -0.22 602.65 -0.32 -0.0 -18.84 26.32 -0.01 -0.75 40.48 0.55 0.00 41.24 63.4 2 LPOLE Tube 1 End 48.63 10.81 0.01 -0.17 698.05 -0.36 -0.0 -18.84 26.32 -0.01 -0.72 43.87 0.53 0.00 44.60 68.6 2 LPOLE Tube 1 Origin 48.63 10.81 0.01 -0.17 698.05 -0.36 -0.0 -19.36 26.25 -0.01 -0.74 43.87 0.53 0.00 44.62 68.6 2 LPOLE SpliceT End 52.25 8.97 0.01 -0.13 793.21 -0.41 -0.0 -19.36 26.25 -0.01 -0.72 46.73 0.51 0.00 47.46 73.0 2 LPOLE SpliceT Origin 52.25 8.97 0.01 -0.13 793.21 -0.41 -0.0 -19.96 26.19 -0.01 -0.60 38.15 0.42 0.00 38.76 59.6 2 LPOLE Tube 2 End 56.13 7.21 0.00 -0.09 894.68 -0.46 -0.0 -19.96 26.19 -0.01 -0.58 40.25 0.41 0.00 40.84 62.8 2 LPOLE Tube 2 Origin 56.13 7.21 0.00 -0.09 894.68 -0.46 -0.0 -20.63 26.12 -0.02 -0.60 40.25 0.41 0.00 40.86 62.9 2 LPOLE LPOLE:cx2 End 60.00 5.64 0.00 -0.07 995.90 -0.52 -0.0 -20.63 26.12 -0.02 -0.59 42.01 0.39 0.00 42.60 65.5 2 LPOLE LP0LE:cx2 Origin 60.00 5.64 0.00 -0.07 995.90 -0.52 -0.0 -22.07 26.06 -0.02 -0.63 42.01 0.39 0.00 42.64 65.6 2 LPOLE Tube 2 End 65.00 3.90 0.00 -0.04 1126.22 -0.60 -0.0 -22.07 26.06 -0.02 -0.60 43.84 0.38 0.00 44.44 68.4 2 LPOLE Tube 2 Origin 65.00 3.90 0.00 -0.04 1126.22 -0.60 -0.0 -23.00 25.96 -0.02 -0.63 43.84 0.37 0.00 44.47 68.4 2 LPOLE Tube 2 End 70.00 2.48 0.00 -0.02 1256.04 -0.69 -0.0 -23.00 25.96 -0.02 -0.60 45.25 0.36 0.00 45.86 70.6 2 LPOLE Tube 2 Origin 70.00 2.48 0.00 -0.02 1256.04 -0.69 -0.0 -23.94 25.86 -0.02 -0.63 45.25 0.36 0.00 45.89 70.6 2 LPOLE LPOLE:cxl End 75.00 1.39 0.00 -0.01 1385.32 -0.79 -0.0 -23.94 25.86 -0.02 -0.61 46.34 0.35 0.00 46.94 72.2 2 LPOLE LPOLE:cxl Origin 75.00 1.39 0.00 -0.01 1385.32 -0.79 -0.0 -25.58 25.75 -0.02 -0.65 46.34 0.34 0.00 46,99 72.3 2 LPOLE Tube 2 End 80.00 0.62 0.00 -0.00 1514.07, -0.89 -0.0 -25.58 25.75 -0.02 -0.62 47.14 0.33 0.00 47.77 73.5 2 LPOLE Tube 2 Origin 80.00 0.62 0.00 -0.00 1514.07 -0.89 -0.0 -26.59 25.62 -0.02 -0.65 47.14 0.33 0.00 47.79 73.5 2 LPOLE Tube 2 End 85.00 0.16 0.00 -0.00 1642.19 -1.00 -0.0 -26.59 25.62 -0.02 -0.63 47.71 0.32 0.00 48.34 74.4 2 LPOLE Tube 2 Origin 85.00 0.16 0.00 -0.00 1642.19 -1.00 -0.0 -27.62 25.49 -0.02 -0.65 47.71 0.32 0.00 48.36 74.4 2 LPOLE LPOLE:g End 90.00 0.00 0.00 0.00 1769.65 -1.12 -0.0 -27.62 25.49 -0.02 -0.63 48.08 0.31 0.00 48.72 74.9 2 RPOLE RPOLE:t Origin 0.00 49.31 0.03 -1.48 1.49 -0.01 0.0 -2.16 0.17 -0.00 -0.15 0.30 0.01 0.00 0.45 0.7 2 RPOLE RPOLE:SW End 1.00 48.40 0.02 -1.45 1.66 -0.01 0.0 -2.16 0.17 -0.00 -0.14 0.32 0.01 0.00 0.47 0.7 2 RPOLE RPOLE:SW Origin 1.00 48.40 0.02 -1.45 1.66 -0.01 -0.0 -3.38 2.74 -0.00 -0.23 0.09 0.36 0.00 0.70 1.1 4 RPOLE RPOLE:BR End 4.00 45.65 0.02 -1.34 9.88 -0.02 -0.0 -3.38 2.74 -0.00 -0.22 1.75 0.09 0.00 1.97 3.0 2 RPOLE RPOLE:BR Origin 4.00 45.65 0.02 -1.34 9.88 -0.02 -0.0 -3.65 3.10 -0.00 -0.23 1.75 0.11 0.00 1.99 3.1 2 RPOLE RPOLE:CIT End 6.70 43.18 0.02 -1.25 18.24 -0.02 -0.0 -3.65 3.10 -0.00 -0.22 2.98 0.10 0.00 3.21 4.9 2 RPOLE RP0LE:C1T Origin 6.70 43.18 0.02 -1.25 18.24 -0.02 -0.0 -7.18 6.01 -0.00 -0.44 2.98 0.20 0.00 3.44 5.3 2 RPOLE Tube 1 End 10.35 39.86 0.02 -1.12 40.17 -0.03 -0.0 -7.18 6.01 -0.00 -0.42 5.91 0.19 0.00 6.34 9.8 2 RPOLE Tube 1 Origin 10.35 39.86 0.02 -1.12 40.17 -0.03 -0.0 -7.45 6.02 -0.00 -0.44 5.91 0.19 0.00 6.35 9.8 2 RPOLE RPOLE:CIB End 14.00 36.58 0.02 -1.00 62.15 -0.05 -0.0 -7.45 6.02 -0.00 -0.41 8.29 0.18 0.00 8.71 13.4 2 RPOLE RPOLE:CIB Origin 14.00 36.58 0.02 -1.00 .62.15 -0.05 0.0 -7.63 10.93 -0.00 -0.42 8.29 0.32 0.00 8.73 13.4 2 RPOLE RP0LE:scx5 End 15.00 35.70 0.02 -0.96 73.08 -0.05 0.0 -7.63 10.93 -0.00 -0.42 9.49 0.32 0.00 9.92 15.3 2 RPOLE RP0LE:scx5 Origin 15.00 35.70 0.02 -0.96 73.08 -0.05 -0.0 -9.13 11.03 -0.00 -0.50 9.49 0.32 0.00 10.01 15.4 2 RPOLE Tube 1 End 17.85 33.19 0.02 -0.87 104.51 -0.07 -0.0 -9.13 11.03 -0.00 -0.48 12.62 0.31 0.00 13.11 20.2 2 RPOLE Tube 1 Origin 17.85 33.19 0.02 -0.87 104.51 -0.07 0.0 -9.37 11.03 -0.01 -0.50 12.62 0.31 0.00 13.13 20.2 2 RPOLE RP0LE:C2T End 20.70 30.73 0.02 -0.78 135.96 -0.08 0.0 -9.37 11.03 -0.01 -0.48 15.30 0.30 0.00 15.79 24.3 2 RPOLE RP0LE:C2T Origin 20.70 30.73 0.02 -0.78 135.96 -0.08 -0.0 -13.02 13.98 -0.01 -0.67 15.30 0.38 0.00 15.98 24.6 2 Chappell Engineering Assoc. - nstar comeler_ str 321 att rev Page 19/33 RPOLE Tube 1 End 24.35 27.67 0.01 -0.67 186.99 -0.10 -0.0 -13.02 13.98 -0.01 -0.64 19.30 0.36 0.00 19.95 30.7 2 RPOLE Tube 1 Origin 24.35 27.67 0.01 -0.67 186.99 -0.10 0.0 -13.37 13.97 -0.01 -0.66 19.30 0.36 0.00 19.97 30.7 2 RPOLE RPOLE:C2B End 28.00 24.71 0.01 -0.57 237.97 -0.12 0.0 -13.37 13.97 -0.01 -0.63 22.61 0.35 0.00 23.24 35.8 2 RPOLE RPOLE:C2B Origin 28.00 24.71 0.01 -0.57 237.97 -0.12 0.0 -13.67 18.79 -0.01 -0.64 22.61 0.47 0.00 23.26 35.8 2 RPOLE RPOLE:scx4 End 30.00 23.15 0.01 -0.52 275.54 -0.14 0.0 -13.67 18.79 -0.01 -0.63 25.05 0.46 0.00 25.69 39.5 2 RPOLE RPOLE:scx4 Origin 30.00 23.15 0.01 -0.52 275.54 -0.14 -0.0 -15.38 18.85 -0.01 -0.71 25.05 0.46 0.00 25.77 39.6 2 RPOLE RPOLE:C3T End 34.70 19.63 0.01 -0.41 364.13 -0.18 -0.0 -15.38 18.85 -0.01 -0.67 29.96 0.44 0.00 30.64 47.1 2 RPOLE RPOLE:C3T Origin 34.70 19.63 0.01 -0.41 364.13 -0.18 0.0 -19.31 21.84 -0.01 -0.85 29.96 0.51 0.00 30.82 47.4 2 RPOLE Tube 1 End 38.35 17.07 0.01 -0.33 443.86 -0.21 0.0 -19.31 21.84 -0.01 -0.82 33.91 0.49 0.00 34.73 53.4 2 RPOLE Tube 1 Origin 38.35 17.07 0.01 -0.33 443.86 -0.21 0.0 -19.76 21.79 -0.01 -0.83 33.91 0.49 0.00 34.75 53.5 2 RPOLE RPOLE:C3B End 42.00 14.69 0.01 -0.27 523.38 -0.24 0.0 -19.76 21.79 -0.01 -0.81 37.22 0.47 0.00 38.03 58.5 2 RPOLE RPOLE:C3B Origin 42.00 14.69 0.01 -0.27 523.38 -0.24 0.0 -20.21 26.44 -0.01 -0.82 37.22 0.57 0.00 38.06 58.5 2 RPOLE RPOLE:scx3 End 45.00 12.86 0.01 -0.22 602.69 -0.28 0.0 -20.21 26.44 -0.01 -0.80 40.49 0.55 0.00 41.30 63.5 2 RPOLE RPOLE:scx3 Origin 45.00 12.86 0.01 -0.22 602.69 -0.26 0.0 -22.02 26.44 -0.01 -0.87 40.49 0.55 0.00 41.37 63.6 2 RPOLE Tube 1 End 48.63 10.82 0.01 -0.17 698.52 -0.32 0.0 -22.02 26.44 -0.01 -0.84 43.90 0.54 0.00 44.75 68.8 2 RPOLE Tube 1 Origin 48.63 10.82 0.01 -0.17 698.52 -0.32 0.0 -22.54 26.36 -0.01 -0.86 43.90 0.53 0.00 44.77 68.9 2 RPOLE SpliceT End 52.25 8.98 0.00 -0.13 794.06 -0.36 0.0 -22.54 26.36 -0.01 -0.84 46.78 0.52 0.00 47.62 73.3 2 RPOLE SpliceT Origin 52.25 8.98 0.00 -0.13 794.06 -0.36 0.0 -23.13 26.28 -0.01 -0.70 38.19 0.42 0.00 38.90 59.8 2 RPOLE Tube 2 End 56.13 7.22 0.00 -0.10 895.87 -0.41 0.0 -23.13 26.28 -0.01 -0.68 40.31 0.41 0.00 40.99 63.1 2 RPOLE Tube 2 Origin 56.13 7.22 0.00 -0.10 895.87 -0.41 0.0 -23.80 26.20 -0.01 -0.70 40.31 0.41 0.00 41.01 63.1 2 RPOLE RPOLE:scx2 End 60.00 5.65 0.00 -0.07 997.40 -0.47 0.0 -23.80 26.20 -0.01 -0.68 42.07 0.39 0.00 42.75 65.8 2 RPOLE RPOLE:scx2 Origin 60.00 5.65 0.00 -0.07 997.40 -0.47 0.0 -25.94 26.15 -0.02 -0.74 42.07 0.39 0.00 42.81 65.9 2 RPOLE Tube 2 End 65.00 3.91 0.00 -0.04 1128.12 -0.54 0.0 -25.94 26.15 -0.02 -0.71 43.91 0.38 0.00 44.62 68.6 2 RPOLE Tube 2 Origin 65.00 3.91 0.00 -0.04 1128.12 -0.54 0.0 -26.86 26.02 -0.02 -0.73 43.91 0.38 0.00 44.65 68.7 2 RPOLE Tube 2 End 70.00 2.49 0.00 -0.02 1258.24 -0.63 0.0 -26.86 26.02 -0.02 -0.70 45.33 0.36 0.00 46.04 70.8 2 RPOLE Tube 2 Origin 70.00 2.49 0.00 -0.02 1258.24 -0.63 0.0 -27.81 25.90 -0.02 -0.73 45.33 0.36 0.00 46.07 70.9 2 RPOLE RPOLE:scxl End 75.00 1.39 0.00 -0.01 1387.72 -0.72 0.0 -27.81 25.90 -0.02 -0.70 46.42 0.35 0.00 47.12 72.5 2 RPOLE RPOLE:scxl Origin 75.00 1.39 0.00 -0.01 1387.72 -0.72 0.0 -30.14 25.78 -0.02 -0.76 46.42 0.34 0.00 47.16 72.6 2 RPOLE Tube 2 End 80.00 0.62 0.00 -0.01 1516.61 -0.82 0.0 -30.14 25.78 -0.02 -0.74 47.22 0.33 0.00 47.96 73.8 2 RPOLE Tube 2 Origin 80.00 0.62 0.00 -0.01 1516.61 -0.82 0.0 -31.14 25.63 -0.02 -0.76 47.22 0.33 0.00 47.98 73.8 2 RPOLE Tube 2 End 85.00 0.16 0.00 -0.00 1644.75 -0.93 0.0 -31.14 25.63 -0.02 -0.73 47.78 0.32 0.00 48.52 74.6 2 RPOLE Tube 2 Origin 85.00 0.16 0.00 -0.00 1644.75 -0.93 0.0 -32.17 25.47 -0.02 -0.76 47.78 0.32 0.00 48.54 74.7 2 RPOLE RPOLE:g End 90.00 0.00 0.00 0.00 1772.11 -1.04 0.0 -32.17 25.47 -0.02 -0.73 48.15 0.31 0.00 48.89 75.2 2 Detailed Tubular Davit Arm Usages for Load Case "ICE": Element Joint Joint Rol. Trans. Long. Vert. Vert. Horz. Tors. Axial Vert. Horz. P/A M/S. V/Q. T/R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k)(ft-k) (kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) % SW ARM SW ARM:O Origin 0.00 48.39 0.03 -2.09 -2.44 -0.00 0.0 3.28 1.22 0.00 0.75 3.58 0.43 0.00 4.39 6.8 2 SW ARM SW ARM:T End 2.00 48.32 0.03 -3.94 -0.00 0.00 0.0 3.28 1.22 0.00 0.75 0.00 0.64 0.00 1.34 2.1 3 CAN LPOLE:t Origin 0.00 49.33 0.03 -1.48 -0.06 -0.01 0.0 -0.09 0.01 0.00 -0.01 0.01 0.00 0.00 0.02 0.0 1 CAN #CAN:O End 5.00 53.95 0.03 -1.66 -0.01 -0.00 0.0 -0.09 0.01 0.00 -0.01 0.00 0.00 0.00 0.01 0.0 1 CAN #CAN:O Origin 5.00 53.95 0.03 -1.66 -0.01 -0.00 0.0 -0.05 0.00 0.00 -0.00 0.00 0.00 0.00 0.01 0.0 1 CAN #CAN:1 End 7.50 56.25 0.03 -1.75 -0.00 -0.00 0.0 -0.05 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.0 1 CAN #CAN:l Origin 7.50 56.25 0.03 -1.75 -0.00 -0.00 0.0 -0.02 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.0 1 CAN CANT End 10.00 58.56 0.03 -1.83 0.00 -0.00 0.0 -0.02 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.0 1 NEXTEL RPOLE:t Origin 0.00 49.31 0.03 -1.48 -1.49 -0.01 0.0 -2.02 0.16 0.00 -0.21 0.62 0.03 0.00 0.83 2.3 1 NEXTEL #NEXTEL:O End 5.00 53.91 0.03 -1.66 -0.71 -0.00 0.0 -2.02 0.16 0.00 -0.21 0.29 0.03 0.00 0.51 1.4 1 NEXTEL #NEXTEL:O Origin 5.00 53.91 0.03 -1.66 -0.71 -0.00 0.0 -1.87 0.14 0.00 -0.19 0.29 0.03 0.00 0.49 1.4 1 NEXTEL #NEXTEL:1 End 7.50 56.21 0.03 -1.75 -0.35 -0.00 0.0 -1.87 0.14 0.00 -0.19 0.14 0.03 0.00 0.34 1.0 1 NEXTEL #NEXTEL:1 Origin 7.50 56.21 0.03 -1.75 -0.35 -0.00 0.0 -1.77 0.14 0.00 -0.18 0.14 0.03 0.00 0.33 0.9 1 NEXTEL NEXTEL:ANTENNA End 10.00 58.51 0.03 -1.83 -0.01 -0.00 0.0 -1.77 0.14 0.00 -0.18 0.00 0.03 0.00 0.19 0.5 1 NEXTEL NEXTEL:ANTENNA Origin 10.00 58.51 0.03 -1.83 -0.01 -0.00 0.0 -0.04 0.00 0.00 -0.00 0.00 0.00 0.00 0.01 0.0 1 NEXTEL NEXTEL:TIP End 12.00 60.35 0.03 -1.90 0.00 -0.00 0.0 -0.04 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.0 1 Detailed Tubular X-Arm Usages for Load Case "ICE": Element Joint Joint Rel. Trans. Long. Vert. Vert. Horz. Tors. Axial Vert. Horz. P/A M/S. V/Q. T/R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k) (ft-k)(kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) % ----------------------------------------------------------------------------------------------------------------------------------------------- ARM ARM:O Origin 0.00 45.65 0.03 -1.34 -0.00 -0.00 0.0 -0.33 0.07 0.00 -0.12 0.00 0.05 0.00 0.15 0.4 3 ARM #sARM:O End 5.00 45.65 0.03 -1.41 0.34 0.00 0.0 -0.33 0.07 0.00 -0.12 1.17 0.04 0.00 1.28 3.6 2 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 20/33 r ARM #sARM:0 Origin 5.00 45.65 0.03 -1.41 0.34 0.00 0.0 -0.33 0.01 0.00 -0.12 1.17 0.00 0.00 1.28 3.6 2 ARM #sARM:1 End 10.00 45.65 0.02 -1.42 0.37 0.00 0.0 -0.33 0,01 0.00 -0.12 1.27 0.00 0.00 1.39 3.9 2 ARM #sARM:1 origin 10.00 45.65 0.02 -1.42 0.37 0.00 0.0 -0.33 -0.04 -0.00 -0.12 1.27 0.02 0.00 1.39 3.9 2 ARM #sARM:2 End 13.00 45.65 0.02 -1.39 0.24 0.00 0.0 -0.33 -0.04 -0.00 -0.12 0.83 0.02 0.00 0.94 2.6 2 ARM #sARM:2 Origin 13.00 45.65 0.02 -1.39 0.24 0.00 -0.0 -0.33 -0.08 -0.00 -0.12 0.83 0.04 0.00 0.95 2.6 2 ARM ARM:E End 16.00 45,65 0.02 -1.34 -0.00 -0.00 -0.0 -0.33 -0.08 -0.00 -0.12 0.00 0.06 0.00 0.16 0.4 3 Summary of Clamp Capacities and Usages for Load Case "ICE": ' Clamp Force Input Factored Usage Label Holding Holding Capacity Capacity (kips) (kips) (kips) 9 ---------------------------------------- LSW 3.489 25.00 25.00 13.95 RSW 2.790 25.00 25.00 11.16 NEXTEL 1.642 25.00 25.00 6.57 scxl 1.345 25.00 25.00 5.38 scx2 1.345 25.00 25.00 5.38 scx3 1.345 25.00 25.00 5.38 scx4 1.345 25.00 25.00 5.38 scx5 1.345 25.00 25.00 5.38 ATT 0.697 25.00 25.00 2.79 cxl 0.657 25.00 25.00 2.63 cx2 0.657 25.00 25.00 2.63 cx3 0.657 25.00 25.00 2.63 cx4 0.657 25.00 25.00 2.63 cx5 0.657 25.00 25.00 2.63 Summary of 2-Parts Capacities and Usages for Load Case "ICE": 2-Parts Force Force Left Ten. Right Ten. Left Comp. Right Comp. Insul. Usage Label Left Part Right Part Capacity Capacity Capacity Capacity S.F. (kips) (kips) (kips) (kips) (kips) (kips) -------------------------------------------------------------------------------------- LC1 4.40 4.90 40.00 40.00 10.00 10.00 1.00 12.24 LC2 4.47 4.83 40.00 40.00 10.00 10.00 1.00 12.07 LC3 4.59 4.70 40.00 40.00 10.00 10.00 1.00 11.76 RCl 4.40 4.90 40.00 40.00 10.00 10.00 1.00 12.24 RC2 4.47 4.83 40.00 40.00 10.00 10.00 1.00 12.07 RC3 4.59 4.70 40.00 40.00 10,00 10,00 1.00 11.76 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 21/33 *** Analysis Results for Load Case No. 4 "NESC 250C WIND" - Number of iterations in SAPS 15 Equilibrium Joint Positions and Rotations for Load Case "NESC 250C WIND": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Poe Z-Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) --------------------------------------------------------------------------------------------- LPOLE:g 0 0 0 0.0000 0.0000 0.0000 0 -8 0 LPOLE:t 0.002164 4.829 -0.1667 -5.1076 O.D024 -0.0000 0.002164 -3.171 89.83 LPOLE:SW 0.002122 4.74 -0.1628 -5.1054 0.0024 -0.0000 0.002122 -3.26 88.84 LPOLE:BR 0.001997 4.473 -0.1509 -5.0914 0.0024 -0.0000 0.001997 -3.527 85.85 LPOLE:C1T 0.001886 4.234 -0.1403 -5.0664 0.0023 -0.0000 0.001886 -3.766 83.16 LPOLE:CIB 0.001593 3.596 -0.1123 -4.9436 0.0022 -0.0000 0.001593 -4.404 75.89 LPOLE:cx5 0.001554 3.51 -0.1086 -4.9209 0.0022 -0.0000 0.001554 -4.49 74.89 LPOLE:C2T 0.001338 3.029 -0.08824 -4.7391 0.0021 -0.0000 0.001338 -4.971 69.21 LPOLE:C2B 0.001079 2.445 -0.0648 -4.4125 0.0019 0.0000 0.001079 -5.555 61.94 LPOLE:cx4 0.001013 2.293 -0.05898 -4.3080 0.0019 0.0000 0.001013 -5.707 59.94 LPOLE:C3T 0.0008629 1.95 -0.04644 -4.0301 0.0018 0.0000 0.0008629 -6.05 55.25 LPOLE:C3B 0.0006529 1.467 -0.03036 -3.5334 0.0015 0.0000 0.0006529 -6.533 47.97 LPOLE:cx3 0.0005749 1.288 -0.02496 -3.3102 0.0014 0.0000 0.0005749 -6.712 44.98 LPOLE:cx2 0.0002611 0.5718 -0.00751 -2.1769 0.0010 0.0000 0.0002611 -7.428 29.99 LPOLE:cxl 6.713e-005 0.1428 -0.001034 -1.0819 0.0005 0.0000 6.713e-005 -7.857 15 RPOLE:g 0 0 0 0.0000 0.0000 0.0000 0 8 0 RPOLE:t 0.001934 4.84 -0.1683 -5.2968 0.0021 0.0000 0.001934 12.84 89.83 RPOLE:SW 0.001897 4.748 -0.164 -5.2805 0.0021 0.0000 0.001897 12.75 88.84 RPOLE:BR 0.001788 4.473 -0.1514 -5.2228 0.0021 0.0000 0.001788 12.47 85.85 RPOLE:CIT 0.001691 4.229 -0.1403 -5.1625 0.0020 0.0000 0.001691 12.23 83.16 RPOLE:CIB 0.001435 3.583 -0.1117 -4.9765 0.0020 0.0000 0.001435 11.58 75.89 RPOLE:scx5 0.001401 3.497 -0.1079 -4.9479 0.0020 0.0000 0.001401 11.5 74.89 RPOLE:C2T 0.00121 3.014 -0.08747 -4.7411 0.0019 0.0000 0.00121 11.01 69.21 RPOLE:C2B 0.0009806 2.431 -0.0641 -4.3977 0.0017 0.0000 0.0009806 10.43 61.94 RPOLE:scx4 0.0009211 2.28 -0.05833 -4.2907 0.0017 0.0000 0.0009211 10.28 59.94 RPOLE:C3T 0.0007871 1.939 -0.0459 -4.0094 0.0016 0.0000 0.0007871 9.939 55.25 RPOLE:C3B 0.0005979 1.458 -0.03 -3.5119 0.0014 0.0000 0.0005979 9.458 47.97 RPOLE:scx3 0.0005273 1.28 -0.02467 -3.2895 0.0013 0.0000 0.0005273 9.28 44.98 RPOLE:scx2 0.000241 0.5686 -0.007435 -2.1635 0.0009 0.0000 0.000241 8.569 29.99 RPOLE:scxl 6.232e-005 0.1421 -0.00103 -1.0761 0.0005 0.0000 6.232e-005 8.142 15 SW ARM:O 0.00212 4.737 -0.2249 -5.1054 0.0024 -0.0000 0.00212 -2.564 88.78 SW ARM:T 0.002113 4.729 -0.4029 -5.1045 0.0024 -0.0000 0.002113 -0.5724 88.6 CAN:T 0.002587 5.72 -0.2065 -5.1111 0.0024 -0.0000 0.002587 -2.28 99.79 NEXTEL:ANTENNA 0.002305 5.789 -0.2134 -5.5103 0.0021 0.0000 0.002305 13.79 99.79 NEXTEL:TIP 0.00238 5.981 -0.2226 -5.5104 0.0021 0.0000 0.00238 13.98 101.8 ARM:O 0.001997 4.473 -0.1509 -0.0627 -0.0000 0.0007 0.001997 -3.527 85.85 ARM:E 0.001788 4.473 -0.1514 0.0607 -0.0000 0.0007 0.001788 12.47 85.85 LC1 0.001611 3.577 -0.6668 0.0000 0.0000 0.0000 0.001611 1.952 75.34 LC2 0.001098 2.43 -0.5723 0.0000 0.0000 0.0000 0.001098 0.8051 61.44 LC3 0.0006704 1.458 -0.45 0.0000 0.0000 0.0000 0.0006704 -0.1667 47.56 RC1 0.001451 3.564 -0.673 0.0000 0.0000 0.0000 0.001451 17.94 75.34 RC2 0.000997 2.416 -0.5707 0.0000 0.0000 0.0000 0.000997 16.79 61.44 RC3 0.0006137 1.45 -0.4472 0.0000 0.0000 0.0000 0.0006137 15.82 47.56 Joint Support Reactions for Load Case "NESC 250C WIND": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kips) % (kips) %(kips) % % (kips) % (ft-k) % (ft-k) % (ft-k) % % ------------------------------------------------------------------------------------------------------------------ LPOLE:g -0.02 0.0 -36.22 0.0 14.04 0.0 0.0 38.85 0.0 2199.31 0.0 -1.1 0.0 0.00 0.0 0.0 RPOLE:g -0.02 0.0 -36.31 0.0 14.35 0.0 0.0 39.05 0.0 2189.87 0.0 -1.0 0.0 -0.00 0.0 0.0 Detailed Steel Pole Usages for Load Case "NESC 250C WIND": Element Joint Joint Rel. Trans. Long. Vert. Trans. Mom. Long. Mom. Tors. Axial Tran. Long. P/A M/S. V/Q. T/R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. (Local Mx) (Local My) Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k)(ft-k) (kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) % Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 22/33 --------------------------------------------------------------------------------------------------------------------------------------------------- LPOLE LPOLE:t Origin 0.00 57.95 0.03 -2.00 3.46 -0.01 0.0 -0.68 0.77 -0.00 -0.05 0.69 0.03 0.00 0.74 1.1 2 LPOLE LPOLE:SW End 1.00 56.88 0.03 -1.95 4.23 -0.01 0.0 -0.68 0.77 -0.00 -0.05 0.82 0.03 0.00 0.87 1.3 2 LPOLE LPOLE:SW Origin 1.00 56.88 0.03 -1.95 4.13 -0.01 -0.0 -0.75 3.35 -0.00 -0.05 0.80 0.12 0.00 0.88 1.3 2 LPOLE LPOLE:BR End 4.00 53.68 0.02 -1.81 14.17 -0.02 -0.0 -0.75 3.35 -0.00 -0.05 2.51 0.11 0.00 2.56 3.9 2 LPOLE LPOLE:BR Origin 4.00 53.68 0.02 -1.81 14.17 -0.02 -0.0 -0.87 4.75 -0.00 -0.06 2.51 0.16 0.00 2.58 4.0 2 LPOLE LP0LE:C1T End 6.70 50.81 0.02 -1.68 26.98 -0.03 -0.0 -0.87 4.75 -0.00 -0.05 4.40 0.16 0.00 4.47 6.9 2 LPOLE LPOLE:CIT Origin 6.70 50.81 0.02 -1.68 26.98 -0.03 -0.0 -1.62 5.42 -0.00 -0.10 4.40 0.18 0.00 4.51 6.9 2 LPOLE Tube 1 End 10.35 46.96 0.02 -1.51 46.77 -0.04 -0.0 -1.62 5.42 -0.00 -0.09 6.88 0.17 0.00 6.98 10.7 2 LPOLE Tube 1 Origin 10.35 46.96 0.02 -1.51 46.77 -0.04 -0.0 -1.83 5.64 -0.00 -0.11 6.88 0.18 0.00 6.99 10.8 2 LPOLE LPOLE:CIB End 14.00 43.15 0.02 -1.35 67.35 -0.06 -0.0 -1.83 5.64 -0.00 -0.10 8.98 0.17 0.00 9.08 14.0 2 LPOLE LPOLE:CIB Origin 14.00 43.15 0.02 -1.35 67.35 -0.06 -0.0 -1.97 12.94 -0.00 -0.11 8.98 0.38 0.00 9.11 14.0 2 LPOLE LPOLE:cx5 End 15.00 42.12 0.02 -1.30 80.29 -0.06 -0.0 -1.97 12.94 -0.00 -0.11 10.43 0.38 0.00 10.56 16.2 2 LPOLE LPOLE:cx5 Origin 15.00 42.12 0.02 -1.30 60.29 -0.06 -0.0 -2.16 13.44 -0.00 -0.12 10.43 0.39 0.00 10.57 16.3 2 LPOLE Tube 1 End 17.85 39.21 0.02 -1.18 118.58 -0.07 -0.0 -2.16 13.44 -0.00 -0.11 14.32 0.38 0.00 14.45 22.2 2 LPOLE Tube 1 Origin 17.85 39.21 0.02 -1.18 118.58 -0.07 -0.0 -2.36 13.62 -0.01 -0.13 14.32 0.38 0.00 14.46 22.2 2 LPOLE LP0LE:C2T End 20.70 36.35 0.02 -1.06 157.40 -0.09 -0.0 -2.36 13.62 -0.01 -0.12 17.71 0.37 0.00 17.85 27.5 2 LPOLE LP0LE:C2T Origin 20.70 36.35 0.02 -1.06 157.40 -0.09 -0.0 -3.23 14.38 -0.01 -0.17 17.71 0.39 0.00 17.89 27.5 2 LPOLE Tube 1 End 24.35 32.78 0.01 -0.91 209.89 -0.11 -0.0 -3.23 14.38 -0.01 -0.16 21.66 0.37 0.00 21.83 33.6 2 LPOLE Tube 1 Origin 24.35 32.78 0.01 -0.91 209.89 -0.11 -0.0 -3.52 14.63 -0.01 -0.17 21.66 0.38 0.00 21.85 33.6 2 LPOLE LP0LE:C2B End 28.00 29.34 0.01 -0.78 263.28 -0.14 -0.0 -3.52 14.63 -0.01 -0.17 25.01 0.36 0.00 25.19 38.7 2 LPOLE LP0LE:C2B Origin 28.00 29.34 0.01 -0.78 263.28 -0.14 -0.0 -3.77 21.94 -0.01 -0.18 25.01 0.55 0.00 25.21 38.8 2 LPOLE LPOLE:cx4 End 30.00 27.51 0.01 -0.71 307.15 -0.15 -0.0 -3.77 21.94 -0.01 -0.17 27.92 0.53 0.00 28.11 43.2 2 LPOLE LPOLE:cx4 Origin 30.00 27.51 0.01 -0.71 307.15 -0.15 -0.0 -4.15 22.55 -0.01 -0.19 27.92 0.55 0.00 28.13 43.3 2 LPOLE LPOLE:C3T End 34.70 23.40 0.01 -0.56 413.12 -0.19 -0.0 -4.15 22.55 -0.01 -0.18 33.99 0.52 0.00 34.18 52.6 2 LPOLE LPOLE:C3T Origin 34.70 23.40 0.01 -0.56 413.12 -0.19 -0.0 -5.30 23.49 -0.01 -0.23 33.99 0.54 0.00 34.23 52.7 2 LPOLE Tube 1 End 38.35 20.41 0.01 -0.45 498.86 -0.22 -0.0 -5.30 23.49 -0.01 -0.22 38.11 0.52 0.00 38.34 59.0 2 LPOLE Tube I Origin 38.35 20.41 0.01 -0.45 498.86 -0.22 -0.0 -5.70 23.76 -0.01 -0.24 38.11 0.53 0.00 36.36 59.0 2 LPOLE LPOLE:C3B End 42.00 17.61 0.01 -0.36 585.60 -0.26 -0.0 -5.70 23.76 -0.01 -0.23 41.64 0.51 0.00 41.88 64.4 2 LPOLE LPOLE:C3B Origin 42.00 17.61 0.01 -0.36 585.60 -0.26 -0.0 -6.11 31.02 -0.01 -0.25 41.64 0.67 0.00 41.91 64.5 2 LPOLE LP0LE:cx3 End 45.00 15.45 0.01 -0.30 678.67 -0.29 -0.0 -6.11 31.02 -0.01 -0.24 45.59 0.65 0.00 45.85 70.5 2 LPOLE LP0LE:cx3 Origin 45.00 15.45 0.01 -0.30 678.67 -0.29 -0.0 -6.59 31.65 -0.01 -0.26 45.59 0.66 0.00 45.87 70.6 2 LPOLE Tube 1 End 48.63 13.04 0.01 -0.23 793.39 -0.33 -0.0 -6.59 31.65 -0.01 -0.25 49.86 0.64 0.00 50.12 77.1 2 LPOLE Tube 1 Origin 48.63 13.04 0.01 -0.23 793.39 -0.33 -0.0 -7.08 31.93 -0.01 -0.27 49.86 0.65 0.00 50.14 77.1 2 LPOLE Splicer End 52.25 10.85 0.00 -0.18 909.15 -0.37 -0.0 -7.08 31.93 -0.01 -0.26 53.56 0.63 0.00 53.83 82.8 2 LPOLE Splicer Origin 52.25 10.85 0.00 -0.18 909.15 -0.37 -0.0 -7.62 32.24 -0.01 -0.23 43.73 0.52 0.00 43.97 67.6 2 LPOLE Tube 2 End 56.13 8.75 0.00 -0.13 1034.07 -0.43 -0.0 -7.62 32.24 -0.01 -0.22 46.52 0.50 0.00 46.75 71.9 2 LPOLE Tube 2 Origin 56.13 8.75 0.00 -0.13 1034.07 -0.43 -0.0 -8.23 32.57 -0.01 -0.24 46.52 0.50 0.00 46.77 72.0 2 LPOLE LPOLE:cx2 End 60.00 6.86 0.00 -0.09 1160.27 -0.48 -0.0 -8.23 32.57 -0.01 -0.23 48.94 0.49 0.00 49.18 75.7 2 LPOLE LP0LE:cx2 Origin 60.00 6.86 0.00 -0.09 1160.27 -0.48 -0.0 -9.01 33.32 -0.02 -0.26 48.94 0.50 0.00 49.20 75.7 2 LPOLE Tube 2 End 65.00 4.76 0.00 -0.05 1326.86 -0.56 -0.0 -9.01 33.32 -0.02 -0.25 51.64 0.48 0.00 51.90 79.8 2 LPOLE Tube 2 Origin 65.00 4.76 0.00 -0.05 1326.86 -0.56 -0.0 -9.85 33.76 -0.02 -0.27 51.64 0.49 0.00 51.92 79.9 2 LPOLE Tube 2 End 70.00 3.05 0.00 -0.03 1495.66 -0.64 -0.0 -9.85 33.76 -0.02 -0.26 53.89 0.47 0.00 54.15 83.3 2 LPOLE Tube 2 Origin 70.00 3.05 0.00 -0.03 1495.66 -0.64 -0.0 -10.72 34.21 -0.02 -0.28 53.89 0.47 0.00 54.17 83.3 2 LPOLE LPOLE:cxl End 75.00 1.71 0.00 -0.01 1666.70 -0.74 -0.0 -10.72 34.21 -0.02 -0.27 55.75 0.46 0.00 56.02 86.2 2 LPOLE LPOLE:cxl Origin 75.00 1.71 0.00 -0.01 1666.70 -0.74 -0.0 -11.69 35.04 -0.02 -0.30 55.75 0.47 0.00 56.05 86.2 2 LPOLE Tube 2 End 80.00 0.76 0.00 -0.00 1841.88 -0.84 -0.0 -11.69 35.04 -0.02 -0.29 57.34 0.45 0.00 57.63 88.7 2 LPOLE Tube 2 Origin 80.00 0.76 0.00 -0.00 1841.88 -0.84 -0.0 -12.61 35.50 -0.02 -0.31 57.34 0.46 0.00 57.65 88.7 2 LPOLE Tube 2 End 85.00 0.19 0.00 -0.00 2019.40 -0.95 -0.0 -12.61 35.50 -0.02 -0.30 58.66 0.44 0.00 58.97 90.7 2 LPOLE Tube 2 Origin 85.00 0.19 0.00 -0.00 2019.40 -0.95 -0.0 -13.55 35.98 -0.02 -0.32 58.66 0.45 0.00 58.99 90.8 2 LPOLE LPOLE:g End 90.00 0.00 0.00 0.00 2199.31 -1.06 -0.0 -13.55 35.98 -0.02 -0.31 59.76 0.43 0.00 60.07 92.4 2 RPOLE RPOLE:t Origin 0.00 58.09 0.02 -2.02 27.56 -0.01 0.0 -0.43 2.97 -0.00 -0.03 5.52 0.11 0.00 5.56 8.5 2 RPOLE RPOLE:SW End 1.00 56.98 0.02 -1.97 30.52 -0.01 0.0 -0.43 2.97 -0.00 -0.03 5.93 0.11 0.00 5.96 9.2 2 RPOLE RPOLE:SW Origin 1.00 56.98 0.02 -1.97 30.52 -0.01 0.0 -0.50 4.73 -0.00 -0.03 5.93 0.17 0.00 5.97 9.2 2 RPOLE RPOLE:BR End 4.00 53.68 0.02 -1.82 44.73 -0.01 0.0 -0.50 4.73 -0.00 -0.03 7.91 0.16 0.00 7.95 12.2 2 RPOLE RPOLE:BR Origin 4.00 53.68 0.02 -1.82 44.73 -0.01 0.0 -0.84 3.66 -0.00 -0.05 7.91 0.12 0.00 7.97 12.3 2 RPOLE RPOLE:CIT End 6.70 50.75 0.02 -1.68 54.61 -0.02 0.0 -0.84 3.66 -0.00 -0.05 8.91 0.12 0.00 8.97 13.8 2 RPOLE RPOLE:CIT Origin 6.70 50.75 0.02 -1.68 54.61 -0.02 0.0 -1.58 4.33 -0.00 -0.10 8.91 0.14 0.00 9.01 13.9 2 RPOLE Tube 1 End 10.35 46.84 0.02 -1.51 70.40 -0.03 0.0 -1.58 4.33 -0.00 -0.09 10.36 0.13 0.00 10.45 16.1 2 RPOLE Tube 1 Origin 10.35 46.84 0.02 -1.51 70.40 -0.03 0.0 -1.80 4.54 -0.00 -0.11 10.36 0.14 0.00 10.46 16.1 2 RPOLE RPOLE:CIB End 14.00 43.00 0.02 -1.34 86.99 -0.04 0.0 -1.80 4.54 -0.00 -0.10 11.59 0.13 0.00 11.70 18.0 2 RPOLE RPOLE:CIB Origin 14.00 43.00 0.02 -1.34 86.99 -0.04 0.0 -1.94 11.86 -0.00 -0.11 11.59 0.35 0.00 11.72 18.0 2 _ RPOLE RP0LE:scx5 End 15.00 41.96 0.02 -1.30 98.84 -0.05 0.0 -1.94 11.86 -0.00 -0.11 12.83 0.35 0.00 12.96 19.9 2 RPOLE RP0LE:scx5 Origin 15.00 41.96 0.02 -1.30 98.84 -0.05 0.0 -2.19 12.59 -0.00 -0.12 12.83 0.37 0.00 12.97 20.0 2 RPOLE Tube 1 End 17.85 39.04 0.02 -1.17 134.72 -0.06 0.0 -2.19 12.59 -0.00 -0.12 16.27 0.35 0.00 16.39 25.2 2 RPOLE Tube 1 Origin 17.85 39.04 0.02 -1.17 .134.72 -0.06 0.0 -2.40 12.77 -0.00 -0.13 16.27 0.36 0.00 16.40 25.2 2 RPOLE RP0LE:C2T End 20.70 36.17 0.01 -1.05 171.13 -0.07 0.0 -2.40 12.77 -0.00 -0.12 19.26 0.35 0.00 19.39 29.8 2 RPOLE RP0LE:C2T Origin 20.70 36.17 0.01 -1.05 171.13 -0.07 0.0 -3.27 13.53 -0.01 -0.17 19.26 0.37 0.00 19.44 29.9 2 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 23/33 RPOLE Tube 1 End 24.35 32.61 0.01 -0.90 220.53 -0.09 0.0 -3.27 13.53 -0.01 -0.16 22.76 0.35 0.00 22.93 35.3 2 RPOLE Tube 1 Origin 24.35 32.61 0.01 -0.90 220.53 -0.09 0.0 -3.56 13.78 -0.01 -0.17 22.76 0.36 0.00 22.94 35.3 2 RPOLE RP0LE:C2B End 28.00 29.18 0.01 -0.77 270.83 -0.11 0.0 -3.56 13.78 -0.01 -0.17 25.73 0.34 0.00 25.90 39.9 2 RPOLE RP0LE:C2B Origin 28.00 29.18 0.01 -0.77 270.83 -0.11 0.0 -3.81 21.09 -0.01 -0.18 25.73 0.53 0.00 25.92 39.9 2 RPOLE RP0LE:scx4 End 30.00 27.36 0.01 -0.70 313.01 -0.12 0.0 -3.81 21.09 -0.01 -0.18 28.45 0.51 0.00 28.64 44.1 2 RPOLE RP0LE:scx4 Origin 30.00 27.36 0.01 -0.70 313.01 -0.12 0.0 -4.26 21.94 -0.01 -0.20 28.45 0.53 0.00 28.66 44.1 2 RPOLE RP0LE:C3T End 34.70 23.26 0.01 -0.55 416.12 -0.16 0.0 -4.26 21.94 -0.01 -0.19 34.23 0.51 0.00 34.43 53.0 2 RPOLE RP0LE:C3T Origin 34.70 23.26 0.01 -0.55 416.12 -0.16 0.0 -5.41 22.88 -0.01 -0.24 34.23 0.53 0.00 34.48 53.1 2 RPOLE Tube 1 End 38.35 20.29 0.01 -0.45 499.65 -0.19 0.0 -5.41 22.88 -0.01 -0.23 38.17 0.51 0.00 38.41 59.1 2 RPOLE Tube 1 Origin 38.35 20.29 0.01 -0.45 499.65 -0.19 0.0 -5.80 23.16 -0.01 -0.25 38.17 0.52 0.00 38.42 59.1 2 RPOLE RP0LE:C3B End 42.00 17.50 0.01 -0.36 584.17 -0.22 0.0 -5.80 23.16 -0.01 -0.24 41.54 0.50 0.00 41.79 64.3 2 RPOLE RPOLE:C3B Origin 42.00 17.50 0.01 -0.36 584.17 -0.22 0.0 -6.21 30.41 -0.01 -0.25 41.54 0.66 0.00 41.81 64.3 2 RPOLE RPOLE:scx3 End 45.00 15.36 0.01 -0.30 675.41 -0.25 0.0 -6.21 30.41 -0.01 -0.25 45.37 0.64 0.00 45.63 70.2 2 RPOLE RPOLE:scx3 Origin 45.00 15.36 0.01 -0.30 675.41 -0.25 0.0 -6.77 31.28 -0.01 -0.27 45.37 0.65 0.00 45.65 70.2 2 RPOLE Tube 1 End 48.63 12.96 0.01 -0.23 788.80 -0.29 0.0 -6.77 31.28 -0.01 -0.26 49.57 0.63 0.00 49.84 76.7 2 RPOLE Tube 1 Origin 48.63 12.96 0.01 -0.23 788.80 -0.29 0.0 -7.25 31.56 -0.01 -0.28 49.57 0.64 0.00 49.86 76.7 2 RPOLE Splicer End 52.25 10.79 0.00 -0.17 903.21 -0.33 0.0 -7.25 31.56 -0.01 -0.27 53.21 0.62 0.00 53.49 82.3 2 RPOLE Splicer Origin 52.25 10.79 0.00 -0.17 903.21 -0.33 0.0 -7.79 31.87 -0.01 -0.24 43.44 0.51 0.00 43.68 67.2 2 RPOLE Tube 2 End 56.13 8.70 0.00 -0.13 1026.69 -0.38 0.0 -7.79 31.87 -0.01 -0.23 46.19 0.49 0.00 46.43 71.4 2 RPOLE Tube 2 Origin 56.13 8.70 0.00 -0.13 1026.69 -0.38 0.0 -8.39 32.19 -0.01 -0.25 46.19 0.50 0.00 46.44 71.5 2 RPOLE RP0LE:scx2 End 60.00 6.82 0.00 -0.09 1151.44 -0.43 0.0 -8.39 32.19 -0.01 -0.24 48.56 0.48 0.00 48.81 75.1 2 RPOLE RP0LE:scx2 Origin 60.00 6.82 0.00 -0.09 1151.44 -0.43 0.0 -9.25 33.18 -0.01 -0.26 48.56 0.50 0.00 48.83 75.1 2 RPOLE Tube 2 End 65.00 4.74 0.00 -0.05 1317.36 -0.51 0.0 -9.25 33.18 -0.01 -0.25 51.27 0.48 0.00 51.53 79.3 2 RPOLE Tube 2 Origin 65.00 4.74 0.00 -0.05 1317.36 -0.51 0.0 -10.09 33.62 -0.02 -0.28 51.27 0.48 0.00 51.55 79.3 2 RPOLE Tube 2 End 70.00 3.03 0.00 -0.03 1485.47 -0.59 0.0 -10.09 33.62 -0.02 -0.26 53.52 0.47 0.00 53.79 82.8 2 RPOLE Tube 2 Origin 70.00 3.03 0.00 -0.03 1485.47 -0.59 0.0 -10.95 34.07 -0.02 -0.29 53.52 0.47 0.00 53.81 82.8 2 RPOLE RPOLE:scxl End 75.00 1.71 0.00 -0.01 1655.82 -0.68 0.0 -10.95 34.07 -0.02 -0.28 55.38 0.46 0.00 55.66 85.6 2 RPOLE RPOLE:scxl Origin 75.00 1:71 0.00 -0.01 1655.82 -0.66 0.0 -12.00 35.13 -0.02 -0.30 55.38 0.47 0.00 55.69 85.7 2 RPOLE Tube 2 End 80.00 0.76 0.00 -0.00 1831.49 -0.77 0.0 -12.00 35.13 -0.02 -0.29 57.02 0.45 0.00 57.32 88.2 2 RPOLE Tube 2 Origin 80.00 0.76 0.00 -0.00 1831.49 -0.77 0.0 -12.92 35.60 -0.02 -0.32 57.02 0.46 0.00 57.34 88.2 2 RPOLE Tube 2 End 85.00 0.19 0.00 -0.00 2009.49 -0.88 0.0 -12.92 35.60 -0.02 -0.30 58.38 0.44 0.00 58.69 90.3 2 RPOLE Tube 2 Origin 85.00 0.19 0.00 -0.00 2009.49 -0.88 0.0 -13.87 36.08 -0.02 -0.33 58.38 0.45 0.00 58.71 90.3 2 RPOLE RPOLE:g End 90.00 0.00 0.00 0.00 2189.87 -0.99 0.0 -13.87 36.08 -0.02 -0.32 59.50 0.43 0.00 59.82 92.0 2 Detailed Tubular Davit Arm Usages for Load Case "NESC 250C WIND": I! Element Joint Joint Rel. Trans. Long. Vert. Vert. Horz. Tors. Axial Vert. Horz. P/A M/S: -V/Q. T/R. Res. Max. At Label .Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k) (ft-k) (kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) % ------------------------------------------------------------------------------------------------------------------------------------------------------ SW ARM SW ARM:O Origin 0.00 56.85 0.03 -2.70 0.08 -0.00 -0.0 2.47 -0.04 0.00 0.57 0.12 0.01 0.00 0.69 1.1 2 SW ARM SW ARM:T End 2.00 56.75 0.03 -4.83 0.00 0.00 -0.0 2.47 -0.04 0.00 0.57 0.00 0.02 0.00 0.57 0.9 3 CAN LPOLE:t Origin 0.00 57.95 0.03 -2.00 -3.46 -0.01 0.0 -0.07 0.52 0.00 -0.01 0.50 0.07 0.00 0.52 1.5 1 CAN #CAN:O End 5.00 63.29 0.03 -2.24 -0.86 -0.00 0.0 -0.07 0.52 0.00 -0.01 0.13 0.07 0.00 0.18 0.5 1 CAN #CAN:O Origin 5.00 63.29 0.03 -2.24 -0.86 -0.00 0.0 -0.04 0.26 0.00 -0.00 0.13 0.04 0.00 0.14 0.4 1 CAN #CAN:1 End 7.50 65.96 0.03 -2.36 -0.22 -0.00 0.0 -0.04 0.26 0.00 -0.00 0.03 0.04 0.00 0.07 0.2 1 CAN #CAN:l Origin 7.50 65.96 0.03 -2.36 -0.22 -0.00 0.0 -0.01 0.09 0.00 -0.00 0.03 0.01 0.00 0.04 0.1 1 CAN CANT End 10.00 68.64 0.03 -2.48 0.00 -0.00 0.0 -0.01 0.09 0.00 -0.00 0.00 0.01 0.00 0.02 0.1 1 NEXTEL RPOLE:t Origin 0.00 58.09 0.02 -2.02 -27.56 -0.01 0.0 -0.32 2.84 0.00 -0.03 11.45 0.59 0.00 11.53 32.0 1 NEXTEL #NEXTEL:O End 5.00 63.72 0.03 -2.28 -13.34 -0.00 0.0 -0.32 2.84 0.00 -0.03 5.54 0.59 0.00 5.67 15.7 1 NEXTEL #NEXTEL:O Origin 5.00 63.72 0.03 -2.28 -13.34 -0.00 0.0 -0.19 2.70 0.00 -0.02 5.54 0.56 0.00 5.64 15.7 1 NEXTEL #NEXTEL:l End 7.50 66.59 0.03 -2.42 -6.59 -0.00 0.0 -0.19 2.70 0.00 -0.02 2.74 0.56 0.00 2.92 8.1 1. NEXTEL #NEXTEL:1 Origin 7.50 66.59 0.03 -2.42 -6.59 -0.00 -0.0 -0.11 2.60 0.00 -0.01 2.74 0.54 0.00 2.90 8.1 1 NEXTEL NEXTEL:ANTENNA End 10.00 69.46 0.03 -2.56 -0.08 -0.00 -0.0 -0.11 2.60 '0.00 -0.01 0.03 0.54 0.00 0.94 2.6 1 NEXTEL NEXTEL:ANTENNA Origin 10.00 69.46 0.03 -2.56 -0.08 -0.00 0.0 -0.03 0.04 0.00 -0.00 0.03 0.01 0.00 0.04 0.1 1 NEXTEL NEXTEL:TIP End 12.00 71.77 0.03 -2.67 0.00 -0.00 0.0 -0.03 0.04 0.00 -0.00 0.00 0.01 0.00 0.01 0.0 1 Detailed Tubular X-Arm Usages for Load Case "NESC 250C WIND": Element Joint Joint Rel. Trans. Long. Vert. Vert. Horz. Tors. Axial Vert. Horz. P/A -M/S.' V/Q. T/R. Res.. Max. At Label Label,:Position Dist. Defl. Defl. Defl. Mom. Moss. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k)(ft-k)(kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) B ----------------------------------------------------------------------------------------------------------------------------------------------- ARM ARM:O Origin 0.00 53.68 0.02 -1.81 -0.00 -0.00 0.0 1.24 0.05 0.00 0.43 0.00 0.04 0.00 0.44 1.2 3 ARM #sARM:O End 5.00 53.68 0.02 -1.87 0.26 0.00 0.0 1.24 0.05 0.00 0.43 0.91 0.03 0.00 1.34 3.7 2 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 24/33 ARM #sARM:0 Origin 5.00 53.68 0.02 -1.87 0.26 0.00 0.0 1.24 0.00 0.00 0.43 0.91 0.00 0.00 1.34 3.7 2 ARM #sARM:I End 10.00 53.68 0.02 -1.88 0.29 0.00 0.0 1.24 0.00 0.00 0.43 0.99 0.00 0.00 1.42 3.9 2 ARM #sARM:1 Origin 10.00 53.68 0.02 -1.88 0.29 0.00 -0.0 1.24 -0.03 -0.00 0.43 0.99 0.02 0.00 1.42 3.9 2 ARM #sARM:2 End 13.00 53.68 0.02 -1.85 0.19 0.00 -0.0 1.24 -0.03 -0.00 0.43 0.64 0.02 0.00 1.08 3.0 2 ARM #sARM:2 Origin 13.00 53.68 0.02 -1.85 0.19 0.00 -0.0 1.24 -0.06 -0.00 0.43 0.64 0.03 0.00 1.08 3.0 2 AR14 ARM:E End 16.00 53.68 0.02 =1.82 -0.00 =0.00 =0.0 1.24 -0.06 -0.00 0.43 0.00 0.05 0.00 0.44 1.2 3 Summary of Clamp Capacities and Usages for Load Case "NESC 250C WIM": Clamp Force Input Factored Usage Label Holding Holding Capacity Capacity (kips) ------- ----kips) (kips) ---- ------- LSW 2.472 25.00 25.00 9.89 RSW 1.662 25.00 25.00 6.65 NEXTEL 2.478 25.00 25.00 9.91 scxl 0.624 25.00 25.00 2.49 scx2 0.624 25.00 25.00 2.49 scx3 0.624 25.00 25.00 2.49 scx4 0.624 25.00 25.00 2.49 scx5 0.624 25.00 25.00 2.49 ATT 0.556 25.00 25.00 2.22 cxl 0.374 25.00 25.00 1.50 cx2 0.374 25.00 25.00 1.50 cx3 0.374 25.00 25.00 1.50 cx4 0.374 25.00 25.00 1.50 cx5 0.374 25.00 25.00 1.50 Summary of 2-Parts Capacities and Usages for Load Case "NESC 250C WIND": 2-Parts Force Force Left Ten. Right Ten. Left Comp. Right Comp. Insul. Usage Label Left Part Right Part Capacity Capacity Capacity Capacity S.F. (kips) (kips) (kips) (kips) (kips) (kips) 8 -------------------------------------------------------------------------------------- LC1 0.75 7.16 40.00 40.00 10.00 10.00 1.00 17.91 LC2 0.83 7.11 40.00 40.00 10.00 10.00 1.00 17.78 LC3 0.97 7.01 40.00 40.00 10.00 10.00 1.00 17.52 RC1 0.74 7.17 40.00 40.00 10.00 10.00 1.00 17.93 RC2 0.83 7.11 40.00 40.00 10.00 10.00 1.00 17.77 RC3 0.97 7.01 40.00 40.00 10.00 10.00 1.00 17.52 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 25/33 *** Analysis Results for Load Case No. 5 "NESC 250D WIND 6 ICE" - Number of iterations in SAPS 15 Equilibrium Joint Positions and Rotations for Load Case "NESC 250D WIND 6 ICE": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) ---------------------------------------------------------------------------------------------- LPOLE:g 0 0 0 0.0000 0.0000 0.0000 0 -8 0 LPOLE:t 0.002198 3.634 -0.09597 -3.8939 0.0024 -0.0000 0.002198 -4.366 89.9 LPOLE:SW 0.002155 3.566 -0.09366 -3.8935 0.0024 -0.0000 0.002155 -4.434 88.91 LPOLE:BR 0.002028 3.362 -0.08673 -3.8827 0.0024 -0.0000 0.002028 -4.638 85.91 LPOLE:CIT 0.001914 3.18 -0.08055 -3.8634 0.0024 -0.0000 0.001914 -4.82 83.22 LPOLE:CIB 0.001616 2.693 -0.06427 -3.7615 0.0023 -0.0000 0.001616 -5.307 75.94 LPOLE:cx5 0.001577 2.628 -0.06212 -3.7422 0.0023 -0.0000 0.001577 -5.372 74.94 LPOLE:C2T 0.001357 2.262 -0.05033 -3.5953 0.0021 -0.0000 0.001357 -5.738 69.25 LPOLE:C2B 0.001095 1.82 -0.03681 -3.3349 0.0020 0.0000 0.001095 -6.18 61.96 LPOLE:cx4 0.001027 1.705 -0.03347 -3.2516 0.0019 0.0000 0.001027 -6.295 59.97 LPOLE:C3T 0.0008749 1.446 -0.0263 -3.0333 0.0018 0.0000 0.0008749 -6.554 55.27 LPOLE:C3B 0.0006616 1.084 -0.01715 -2.6454 0.0016 0.0000 0.0006616 -6.916 47.98 LPOLE:cx3 0.0005825 0.9493 -0.01409 -2.4715 0.0015 0.0000 0.0005825 -7.051 44.99 LPOLE:cx2 0.0002643 0.4181 -0.00432 -1.6045 0.0010 0.0000 0.0002643 -7.582 30 LPOLE:cxl 6.788e-005 0.1035 -0.0006916 -0.7881 0.0005 0.0000 6.788e-005 -7.896 15 RPOLE:g 0 0 0 0.0000 0.0000 0.0000 0 8 0 RPOLE:t 0.001968 3.636 -0.0963 -3.9269 0.0021 -0.0000 0.001968 11.64 89.9 RPOLE:SW 0.001931 3.567 -0.09395 -3.9225 0.0021 0.0000 0.001931 11.57 88.91 RPOLE:BR 0.00182 3.362 -0.08693 -3.9029 0.0021 0.0000 0.00182 11.36 85.91 RPOLE:CIT 0.001721 3.179 -0.08069 -3.8768 0.0021 0.0000 0.001721 11.18 83.22 RPOLE:C1B 0.001459 2.692 -0.06434 -3.7641 0.0020 0.0000 0.001459 10.69 75.94 RPOLE:scx5 0.001424 2.626 -0.06218 -3.7439 0.0020 0.0000 0.001424 10.63 74.94 RPOLE:C2T 0.00123 2.261 -0.05039 -3.5935 0.0019 0.0000 0.00123 10.26 69.25 RPOLE:C2B 0.0009964 1.819 -0.03688 -3.3315 0.0018 0.0000 0.0009964 9.819 61.96 RPOLE:scx4 0.0009357 1.704 -0.03354 -3.2481 0.0017 0.0000 0.0009357 9.704 59.97 RPOLE:C3T 0.0007993 1.446 -0.02638 -3.0299 0.0016 0.0000 0.0007993 9.446 55.27 RPOLE:C3B 0.0006067 1.083 -0.01723 -2.6427 0.0014 0.0000 0.0006067 9.083 47.98 RPOLE:scx3 0.0005349 0.9489 -0.01418 -2.4692 0.0013 0.0000 0.0005349 8.949 44.99 RPOLE:scx2 0.0002442 0.4181 -0.004383 -1.6038 0.0009 0.0000 0.0002442 8.418 30 RPOLE:scxl 6.306e-005 0.1036 -0.0007248 -0.7882 0.0005 0.0000 6.306e-005 8.104 15 SW ARM:O 0.002153 3.564 -0.1411 -3.8935 0.0024 -0.0000 0.002153 -3.738 88.86 SW ARM:T 0.002147 3.56 -0.2772 -3.9076 0.0024 -0.0000 0.002147 -1.742 88.72 CANT 0.002626 4.313 -0.1191 -3.8946 0.0025 -0.0000 0.002626 -3.687 99.88 NEXTEL:ANTENNA 0.002348 4.327 -0.1203 -3.9841 0.0022 -0.0000 0.002348 12.33 99.88 NEXTEL:TIP 0.002424 4.466 -0.1251 -3.9841 0.0022 -0.0000 0.002424 12.47 101.9 ARM:O 0.002028 3.362 -0.08673 -0.0625 -0.0000 0.0007 0.002028 -4.638 85.91 ARM:E 0.00182 3.362 -0.08693 0.0631 -0.0000 0.0007 0.00182 11.36 85.91 LC1 0.001702 2.683 -0.4903 0.0000 0.0000 0.0000 0.001702 1.058 75.52 LC2 0.001172 1.611 -0.4247 0.0000 0.0000 0.0000 0.001172 0.1864 61.58 LC3 0.0007264 1.079 -0.3356 0.0000 0.0000 0.0000 0.0007264 -0.5462 47.67 RC1 0.001534 2.681 -0.4912 0.0000 0.0000 0.0000 0.001534 17.06 75.52 RC2 0.001065 1.81 -0.4244 0.0000 0.0000 0.0000 0.001065 16.19 61.58 RC3 0.0006652 1.078 -0.3354 0.0000 0.0000 0.0000 0.0006652 15.45 47.67 Joint Support Reactions for Load Case "NESC 250D WIND S ICE": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kips) % (kips) %(kips) % % (kips) % (ft-k) % (ft-k) S (ft-k) % % ------------------------------------------------------------------------------------------------------------------ LPOLE:g -0.02 0.0 -23.75 0.0 19.69 0.0 0.0 30.85 0.0 1584.12 0.0 -1.1 0.0 0.00 0.0 0.0 RPOLE:g -0.02 0.0 -23.84 0.0 22.34 0.0 0.0 32.67 0.0 1585.25 0.0 -1.0 0.0 -0.00 0.0 0.0 Detailed Steel Pole Usages for Load Case "NESC 250D WIND S ICE": Element Joint Joint Rel. Trans. Long. Vert. Trans. Mom. Long. Mom. Tors. Axial Tran. Long. P/A M/S. V/Q. T/R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. (Local Mx) (Local My) Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k)(ft-k) (kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) 8 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 26/33 --------------------------------------------------------------------------------------------------------------------------------------------------- LPOLE LPOLE:t Origin 0.00 43.60 0.03 -1.15 0.67 -0.01 0.0 -0.68 0.18 -0.00 -0.05 0.13 0.01 0.00 0.18 0.3 2 LPOLE LPOLE:SW End 1.00 42.79 0.03 -1.12 0.85 -0.01 0.0 -0.68 0.18 -0.00 -0.05 0.17 0.01 0.00 0.21 0.3 2 LPOLE LPOLE:SW Origin 1.00 42.79 0.03 -1.12 2.50 -0.01 -0.0 -1.40 3.02 -0.00 -0.09 0.13 0.40 0.00 0.73 1.1 4 LPOLE LPOLE:BR End 4.00 40.35 0.02 -1.04 11.56 -0.02 -0.0 -1.40 3.02 -0.00 -0.09 2.04 0.10 0.00 2.14 3.3 2 LPOLE LPOLE:BR Origin 4.00 40.35 0.02 -1.04 11.56 -0.02 -0.0 -1.62 3.24 -0.00 -0.10 2.04 0.11 0.00 2.16 3.3 2 LPOLE LPOLE:CIT End 6.70 38.16 0.02 -0.97 20.32 -0.03 -0.0 -1.62 3.24 -0.00 -0.10 3.32 0.11 0.00 3.42 5.3 2 LPOLE LPOLE:CIT Origin 6.70 38.16 0.02 -0.97 20.32 -0.03 -0.0 -3.89 5.12 -0.00 -0.24 3.32 0.17 0.00 3.57 5.5 2 LPOLE Tube 1 End 10.35 35.22 0.02 -0.87 38.99 -0.04 -0.0 -3.89 5.12 -0.00 -0.23 5.74 0.16 0.00 5.97 9.2 2 LPOLE Tube 1 Origin 10.35 35.22 0.02 -0.87 38.99 -0.04 -0.0 -4.11 5.16 -0.00 -0.24 5.74 0.16 0.00 5.98 9.2 2 LPOLE LPOLE:CIB End 14.00 32.32 0.02 -0.77 57.83 -0.06 -0.0 -4.11 5.16 -0.00 -0.23 7.71 0.15 0.00 7.94 12.2 2 LPOLE LPOLE:CIB Origin 14.00 32.32 0.02 -0.77 57.83 -0.06 -0.0 -4.25 9.73 -0.00 -0.24 7.71 0.29 0.00 7.96 12.2 2 LPOLE LPOLE:cx5 End 15.00 31.53 0.02 -0.75 67.57 -0.06 -0.0 -4.25 9.73 -0.00 -0.23 8.77 0.28 0.00 9.02 13.9 2 LPOLE LPOLE:cx5 Origin 15.00 31.53 0.02 -0.75 67.57 -0.06 -0.0 -4.75 9.92 -0.00 -0.26 8.77 0.29 0.00 9.05 13.9 2 LPOLE Tube 1 End 17.85 29.32 0.02 -0.67 95.83 -0.07 -0.0 -4.75 9.92 -0.00 -0.25 11.57 0.28 0.00 11.83 18.2 2 LPOLE Tube 1 Origin 17.85 29.32 0.02 -0.67 95.83 -0.07 -0.0 -4.95 9.96 -0.01 -0.26 11.57 0.28 0.00 11.84 18.2 2 LPOLE LPOLE:C2T End 20.70 27.15 0.02 -0.60 124.21 -0.09 -0.0 -4.95 9.96 -0.01 -0.25 13.98 0.27 0.00 14.24 21.9 2 LPOLE LPOLE:C2T Origin 20.70 27.15 0.02 -0.60 124.21 -0.09 -0.0 -7.31 11.86 -0.01 -0.37 13.98 0.32 0.00 14.36 22.1 2 LPOLE Tube 1 End 24.35 24.44 0.01 -0.52 167.51 -0.11 -0.0 -7.31 11.86 -0.01 -0.36 17.29 0.31 0.00 17.66 27.2 2 LPOLE Tube 1 Origin 24.35 24.44 0.01 -0.52 167.51 -0.11. -0.0 -7.59 11.91 -0.01 -0.37 17.29 0.31 0.00 17.67 27.2 2 LPOLE LPOLE:C2B End 28.00 21.84 0.01 -0.44 210.97 -0.14 -0.0 -7.59 11.91 -0.01 -0.36 20.04 0.30 0.00 20.41 31.4 2 LPOLE LPOLE:C2B Origin 28.00 21.84 0.01 -0.44 210.97 -0.14 -0.0 -7.83 16.43 -0.01 -0.37 20.04 0.41 0.00 20.42 31.4 2 LPOLE LPOLE:r_x4 End 30.00 20.46 0.01 -0.40 243.83 -0.15. -0.0 -7.83 16.43 -0.01 -0.36 22.17 0.40 0.00 22.54 34.7 2 LPOLE LPOLE:cx4 Origin 30.00 20.46 0.01 -0.40 243.83 -0.15 -0.0 -8.50 16.62 -0.01 -0.39 22.17 0.41 0.00 22.57 34.7 2 LPOLE LPOLE:C3T End 34.70 17.36 0.01 -0.32 321.97 -0.19 -0.0 -8.50 16.62 -0.01 -0.37 26.49 0.39 0.00 26.87 41.3 2 LPOLE LPOLE:C3T Origin 34.70 17.36 0.01 -0.32 321.97 -0.19 -0.0 -11.08 18.59 -0.01 -0.49 26.49 0.43 0.00 26.99 41.5 2 LPOLE Tube 1 End 38.35 15.11 0.01 -0.26 389.84 -0.23 -0.0 -11.08 18.59 -0.01 -0.47 29.78 0.42 0.00 30.26 46.5 2 LPOLE Tube 1 Origin 38.35 15.11 0.01 -0.26 389.84 -0.23 -0.0 -11.43 18.62 -0.01 -0.48 29.78 0.42 0.00 30.27 46.6 2 LPOLE LPOLE:C3B End 42.00 13.00 0.01 -0.21 457.81 -0.26 -0.0 -11.43 18.62 -0.01 -0.47 32.56 0.40 0.00 33.03 50.8 2 LPOLE LPOLE:C3B Origin 42.00 13.00 0.01 -0.21 457.81 -0.26 -0.0 -11.79 23.06 -0.01 -0.48 32.56 0.50 0.00 33.05 50.8 2 LPOLE LPOLE:cx3 End 45.00 11.39 0.01 -0.17 526.97 -0.29 -0.0 -11.79 23.06 -0.01 -0.47 35.40 0.48 0.00 35.88 55.2 2 LPOLE LPOLE:cx3 Origin 45.00 11.39 0.01 -0.17 526.97 -0.29 -0.0 -12.53 23.23 -0.01 -0.50 35.40 0.49 0.00 35.91 55.2 2 LPOLE Tube 1 End 48.63 9.59 0.01 -0.13 611.17 -0.34 -0.0 -12.53 23.23 -0.01 -0.48 38.41 0.47 0.00 38.90 59.8 2 LPOLE Tube 1 Origin 48.63 9.59 0.01 -0.13 611.17 -0.34 -0.0 -12.95 23.24 -0.01 -0.50 38.41 0.47 0.00 38.91 59.9 2 LPOLE SpliceT End 52.25 7.97 0.00 -0.10 695.43 -0.38 -0.0 -12.95 23.24 -0.01 -0.48 40.97 0.46 0.00 41.46 63.8 2 LPOLE SpliceT Origin 52.25 7.97 0.00 -0.10 695.43 -0.38 -0.0 -13.42 23.27 -0.01 -0.41 33.45 0.37 0.00 33.86 52.1 2 LPOLE Tube 2 End 56.13 6.41 0.00 -0.07 785.59 -0.43 -0.0 -13.42 23.27 -0.01 -0.39 35.35 0.36 0.00 35.74 55.0 2 LPOLE Tube 2 Origin 56.13 6.41 0.00 -0.07 785.59 -0.43 -0.0 -13.95 23.30 -0.01 -0.41 35.35 0.36 0.00 35.76 55.0 2 LPOLE LPOLE:cx2 End 60.00 5.02 0.00 -0.05 875.86 -0.49 -0.0 -13.95 23.30 -0.01 -0.40 36.94 0.35 0.00 37.34 57.5 2 LPOLE LPOLE:cx2 Origin 60.00 5.02 0.00 -0.05 875.86 -0.49 -0.0 -14.97 23.47 -0.02 -0.42 36.94 0.35 0.00 37.37 57.5 2 LPOLE Tube 2 End 65.00 3.47 0.00 -0.03 993.22 -0.57 -0.0 -14.97 23.47 -0.02 -0.41 38.66 0.34 0.00 39.07 60.1 2 LPOLE Tube 2 Origin 65.00 3.47 0.00 -0.03 993.22 -0.57 -0.0 -15.71 23.50 -0.02 -0.43 38.66 0.34 0.00 39.09 60.1 2 LPOLE Tube 2 End 70.00 2.22 0.00 -0.02 1110.73 -0.65 -0.0 -15.71 23.50 -0.02 -0.41 40.02 0.33 0.00 40.44 62.2 2 LPOLE Tube 2 Origin 70.00 2.22 0.00 -0.02 1110.73 -0.65 -0.0 -16.47 23.53 -0.02 -0.43 40.02 0.33 0.00 40.46 62.2 2 LPOLE LPOLE:cxl End 75.00 1.24 0.00 -0.01 1228.38 -0.75 -0.0 -16.47 23.53 -0.02 -0.42 41.09 0.31 0.00 41.51 63.9 2 LPOLE LPOLE:cxl Origin 75.00 1.24 0.00 -0.01 1228.38 -0.75 -0.0 -17.64 23.69 -0.02 -0.45 41.09 0.32 0.00 41.54 63.9 2 LPOLE Tube 2 End 80.00 0.55 0.00 -0.00 1346.85 -0.85 -0.0 -17.64 23.69 -0.02 -0.43 41.93 0.31 0.00 42.37 65.2 2 LPOLE Tube 2 Origin 80.00 0.55 0.00 -0.00 1346.85 -0.85 -0.0 -18.44 23.72 -0.02 -0.45 41.93 0.31 0.00 42.39 65.2 2 LPOLE Tube 2 End 85.00 0.14 0.00 -0.00 1465.43 -0.96 -0.0 -18.44 23.72 -0.02 -0.43 42.57 0.30 0.00 43.01 66.2 2 LPOLE Tube 2 Origin 85.00 0.14 0.00 -0.00 1465.43 -0.96 -0.0 -19.27 23.74 -0.02 -0.45 42.57 0.30 0.00 43.03 66.2 2 LPOLE LPOLE:g End 90.00 0.00 0.00 0.00 1584.12 -1.07 -0.0 -19.27 23.74 -0.02 -0.44 43.04 0.29 0.00 43.49 66.9 2 RPOLE RPOLE:t Origin 0.00 43.63 0.02 -1.16 7.37 -0.01 -0.0 -1.39 0.79 -0.00 -0.10 1.48 0.03 0.00 1.57 2.4 2 RPOLE RPOLE:SW End 1.00 42.80 0.02 -1.13 8.16 -0.01 -0.0 -1.39 0.79 -0.00 -0.09 1.58 0.03 0.00 1.68 2.6 2 RPOLE RPOLE:SW Origin 1.00 42.80 0.02 -1.13 8.16 -0.01 -0.0 -2.02 3.10 -0.00 -0.14 1.58 0.11 0.00 1.73 2.7 2 RPOLE RPOLE:BR End 4.00 40.35 0.02 -1.04 17.45 -0.01 -0.0 -2.02 3.10 -0.00 -0.13 3.09 0.11 0.00 3.22 5.0 2 RPOLE RPOLE:BR Origin 4.00 40.35 0.02 -1.04 17.45 -0.01 0.0 -2.26 2.96 -0.00 -0.14 3.09 0.10 0.00 3.24 5.0 2 RPOLE RPOLE:CIT End 6.70 38.15 0.02 -0.97 25.43 -0.02 0.0 -2.26 2.96 -0.00 -0.14 4.15 0.10 0.00 4.29 6.6 2 RPOLE RPOLE:CIT Origin 6.70 38.15 0.02 -0.97 25.43 -0.02 -0.0 -4.53 4.83 -0.00 -0.28 4.15 0.16 0.00 4.44 6.8 2 RPOLE Tube 1 End 10.35 35.20 0.02 -0.87 43.05 -0.03 -0.0 -4.53 4.83 -0.00 -0.26 6.33 0.15 0.00 6.60 10.2 2 RPOLE Tube 1 Origin 10.35 35.20 0.02 -0.87 43.05 -0.03 0.0 -4.74 4.88 -0.00 -0.28 6.33 0.15 0.00 6.62 10.2 2 RPOLE RPOLE:CIB End 14.00 32.30 0.02 -0.77 60.85 -0.04 0.0 -4.74 4.88 -0.00 -0.26 8.11 0.14 0.00 8.38 12.9 2 RPOLE RPOLE:CIB Origin 14.00 32.30 0.02 -0.77 60.85 -0.04 0.0 -4.89 9.45 -0.00 -0.27 8.11 0.28 0.00 8.40 12.9 2 RPOLE RPOLE:scx5 End 15.00 31.51 0.02 -0.75 70.29 -0.05 0.0 -4.89 9.45 -0.00 -0.27 9.13 0.28 0.00 9.41 14.5 2 RPOLE RPOLE:scx5 Origin 15.00 31.51 0.02 -0.75 70.29 -0.05 -0.0 -5.79 9.74 -0.00 -0.32 9.13 0.28 0.00 9.46 14.6 2 RPOLE Tube 1 End 17.85 29.30 0.02 -0.67 98.05 -0.06 -0.0 -5.79 9.74 -0.00 -0.31 11.84 0.27 0.00 12.15 18.7 2 RPOLE Tube 1 Origin 17.85 29.30 0.02 -0.67 98.05 -0.06 0.0 -5.99 9.78 -0.00 -0.32 11.84 0.27 0.00 12.17 18.7 2 RPOLE RPOLE:C2T End 20.70 27.13 0.01 -0.60 125.92 -0.07 0.0 -5.99 9.78 -0.00 -0.31 14.17 0.27 0.00 14.48 22.3 2 RPOLE RPOLE:C2T Origin 20.70 27.13 0.01 -0.60 125.92 -0.07 -0.0 -8.35 11.68 -0.01 -0.43 14.17 0.32 0.00 14.61 22.5 2 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 27/33 RPOLE Tube 1 End 24.35 24.43 0.01 -0.52 168.56 -0.09 -0.0 -8.35 11.68 -0.01 -0.41 17.40 0.30 0.00 17.82 27.4 2 ' RPOLE Tube 1 Origin 24.35 24.43 0.01 -0.52 168.56 -0.09 0.0 -8.63 11.72 -0.01 -0.42 17.40 0.30 0.00 17.83 27.4 2 RPOLE RPOLE:C2B End 28.00 21.82 0.01 -0.44 211.35 -0.11 0.0 -8.63 11.72 -0.01 -0.41 20.08 0.29 0.00 20.49 31.5 2 RPOLE RPOLE:C2B Origin 28.00 21.82 0.01 -0.44 211.35 -0.11 0.0 -8.86 16.25 -0.01 -0.42 20.08 0.40 0.00 20.51 31.5 2 RPOLE RPOLE:scx4 End 30.00 20.44 0.01 -0.40 243.85 -0.13 0.0 -8.86 16.25 -0.01 -0.41 22.17 0.40 0.00 22.59 34.7 2 RPOLE RPOLE:scx4 Origin 30.00 20.44 0.01 -0.40 243.85 -0.13 -0.0 -9.94 16.54 -0.01 -0.46 22.17 0.40 0.00 22.64 34.8 2 RPOLE RPOLE:C3T End 34.70 17.35 0.01 -0.32 321.60 -0.16 -0.0 -9.94 16.54 -0.01 -0.44 26.46 0.38 0.00 26.90 41.4 2 RPOLE RPOLE:C3T Origin 34.70 17.35 0.01 -0.32 321.60 -0.16 0.0 -12.51 18.51 -0.01 -0.55 26.46 0.43 0.00 27.02 41.6 2 RPOLE Tube 1 End 38.35 15.10 0.01 -0.26 389.15 -0.19 0.0 -12.51 18.51 -0.01 -0.53 29.73 0.41 0.00 30.26 46.6 2 RPOLE Tube 1 Origin 38.35 15.10 0.01 -0.26 389.15 -0.19 0.0 -12.87 18.53 -0.01 -0.54 29.73 0.41 0.00 30.28 46.6 2 RPOLE RPOLE:C3B End 42.00 13.00 0.01 -0.21 456.79 -0.23 0.0 -12.87 18.53 -0.01 -0.52 32.48 0.40 0.00 33.02 50.8 2 RPOLE RPOLE:C3B Origin 42.00 13.00 0.01 -0.21 456.79 -0.23 0.0 -13.23 22.96 -0.01 -0.54 32.48 0.49 0.00 33.03 50.8 2 RPOLE RPOLE:scx3 End 45.00 11.39 0.01 -0.17 525.67 -0.26 0.0 -13.23 22.96 -0.01 -0.52 35.31 0.48 0.00 35.85 55.1 2 RPOLE RPOLE:scx3 Origin 45.00 11.39 0.01 -0.17 525.67 -0.26 0.0 -14.37 23.23 -0.01 -0.57 35.31 0.49 0.00 35.89 55.2 2 RPOLE Tube 1 End 48.63 9.59 0.01 -0.13 609.87 -0.30 0.0 -14.37 23.23 -0.01 -0.55 38.32 0.47 0.00 38.88 59.8 2 RPOLE Tube 1 Origin 48.63 9.59 0.01 -0.13 609.87 -0.30 0.0 -14.79 23.24 -0.01 -0.57 38.32 0.47 0.00 38.90 59.8 2 RPOLE SpliceT End 52.25 7.97 0.00 -0.10 694.11 -0.34 0.0 -14.79 23.24 -0.01 -0.55 40.89 0.46 0.00 41.45 63.8 2 RPOLE SpliceT Origin 52.25 7.97 0.00 -0.10 694.11 -0.34 0.0 -15.26 23.25 -0.01 -0.46 33.38 0.37 0.00 33.85 52.1 2 RPOLE Tube 2 End 56.13 6.41 0.00 -0.07 784.22 -0.39 0.0 -15.26 23.25 -0.01 -0.45 35.28 0.36 0.00 35.74 55.0 2 RPOLE Tube 2 Origin 56.13 6.41 0.00 -0.07 784.22 -0.39 0.0 -15.79 23.28 -0.01 -0.46 35.28 0.36 0.00 35.75 55.0 2 RPOLE RPOLE:scx2 End 60.00 5.02 0.00 -0.05 874.42 -0.44 0.0 -15.79 23.28 -0.01 -0.45 36.88 0.35 0.00 37.33 57.4 2 RPOLE RPOLE:scx2 Origin 60.00 5.02 0.00 -0.05 874.42 -0.44 0.0 -17.21 23.54 -0.01 -0.49 36.88 0.35 0.00 37.38 57.5 2 RPOLE Tube 2 End 65.00 3.47 0.00 -0.03 992.11 -0.52 0.0 -17.21 23.54 -0.01 -0.47 38.62 0.34 0.00 39.09 60.1 2 RPOLE Tube 2 Origin 65.00 3.47 0.00 -0.03 992.11 -0.52 0.0 -17.95 23.56 -0.02 -0.49 38.62 0.34 0.00 39.11 60.2 2 RPOLE Tube 2 End 70.00 2.22 0.00 -0.02 1109.91 -0.60 0.0 -17.95 23.56 -0.02 -0.47 39.99 0.33 0.00 40.46 62.3 2 RPOLE Tube 2 Origin 70.00 2.22 0.00 -0.02 1109.91 -0.60 0.0 -18.71 23.58 -0.02 -0.49 39.99 0.33 0.00 40.48 62.3 2 RPOLE RPOLE:scxl End 75.00 1.24 0.00 -0.01 1227.80 -0.69 0.0 -18.71 23.58 -0.02 -0.47 41.07 0.31 0.00 41.54 63.9 2 RPOLE RPOLE:scxl Origin 75.00 1.24 0.00 -0.01 1227.80 -0.69 0.0 -20.28 23.82 -0.02 -0.51 41.07 0.32 0.00 41.58 64.0 2 RPOLE Tube 2 End 80.00 0.55 0.00 -0.00 1346.90 -0.78 0.0 -20.28 23.82 -0.02 -0.49 41.93 0.31 0.00 42.43 65.3 2 RPOLE Tube 2 Origin 80.00 0.55 0.00 -0.00 1346.90 -0.78 0.0 -21.09 23.83 -0.02 -0.51 41.93 0.31 0.00 42.45 65.3 2 RPOLE Tube 2 End 85.00 0.14 0.00 -0.00 1466.05 -0.89 0.0 -21.09 23.83 -0.02 -0.50 42.59 0.30 0.00 43.09 66.3 2 RPOLE Tube 2 Origin 85.00 0.14 0.00 -0.00 1466.05 -0.89 0.0 -21.92 23.84 -0.02 -0.52 42.59 0.30 0.00 43.11 66.3 2 RPOLE RPOLE:g End 90.00 0.00 0.00 0.00 1585.25 -1.00 0.0 -21.92 23.84 -0.02 -0.50 43.07 0.29 0.00 43.58 67.0 2 Detailed Tubular Davit Arm Usages for Load Case "NESC 250D WIND 6 ICE": Element Joint Joint Rel. Trans. Long. Vert_ Vert. Horz. Tors. Axial Vert. Horz. P/A M/S. V/Q. T/R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k) (ft-k) (kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) % ------------------------------------------------------------------------------------------------------------------------------------------------------ SW ARM SW ARM:O Origin 0.00 42.77 0.03 -1.69 -1.22 -0.00 0.0 2.82 0.61 0.00 0.65 1.78 0.22 0.00 2.46 3.8 2 SW ARM SW ARM:T End 2.00 42.71 0.03 -3.33 0.00 0.00 0.0 2.82 0.61 0.00 0.65 0.00 0.32 0.00 0.85 1.3 3 CAN LPOLE:t Origin 0.00 43.60 0.03 -1.15 -0.67 -0.01 0.0 -0.07 0.10 0.00 -0.01 0.10 0.01 0.00 0.11 0.3 1 CAN #CAN:O End 5.00 47.68 0.03 -1.29 -0.17 -0.00 0.0 -0.07 0.10 0.00 -0.01 0.02 0.01 0.00 0.04 0.1 1 CAN #CAN:O Origin 5.00 47.68 0.03 -1.29 -0.17 -0.00 0.0 -0.04 0.05 0.00 -0.00 0.02 0.01 0.00 0.03 0.1 1 CAN #CAN:1 End 7.50 49.72 0.03 -1.36 -0.04 -0.00 0.0 -0.04 0.05 0.00 -0.00 0.01 0.01 0.00 0.02 0.0 1 CAN #CAN:1 Origin 7.50 49.72 0.03 -1.36 -0.04 -0.00 0.0 -0.01 0.02 0.00 -0.00 0.01 0.00 0.00 0.01 0.0 1 CAN CANT End 10.00 51.75 0.03 -1.43 0.00 -0.00 0.0 -0.01 0.02 0.00 -0.00 0.00 0.00 0.00 0.00 0.0 1 NEXTEL RPOLE:t Origin 0.00 43.63 0.02 -1.16 -7.37 -0.01 0.0 -1.29 0.76 0.00 -0.13 3.06 0.16 0.00 3.21 8.9 1 NEXTEL #NEXTEL:O End 5.00 47.76 0.03 -1.30 -3.59 -0.00 0.0 -1.29 0.76 0.00 -0.13 1.49 0.16 0.00 1.65 4.6 1 NEXTEL #NEXTEL:O Origin 5.00 47.76 0.03 -1.30 - -3.59 -0.00 0.0 -1.16 0.72 0.00 -0.12 1.49 0.15 0.00 1.63 4.5 1 NEXTEL #NEXTEL:l End 7.50 49.84 0.03 -1.37 -1.77 -0.00 0.0 -1.16 0.72 0.00 -0.12 0.74 0.15 0.00 0.90 2.5 1 NEXTEL #NEXTEL:l Origin 7.50 49.84 0.03 -1.37 -1.77 -0.00 -0.0 -1.08 0.70 0.00 -0.11 0.74 0.15 0.00 0.89 2.5 1 NEXTEL NEXTEL:ANTENNA End 10.00 51.93 0.03 -1.44 -0.02 -0.00 -0.0 -1.08 0.70 0.00 -0.11 0.01 0.15 0.00 0.28 0.8 1 NEXTEL NEXTEL:ANTENNA Origin 10.00 51.93 0.03 -1.44 -0.02 -0.00 0.0 -0.03 0.01 0.00 -0.00 0.01 0.00 0.00 0.01 0.0 1 NEXTEL NEXTEL:TIP End 12.00 53.59 0.03 -1.50 0.00 -0.00 0.0 -0.03 0.01 0.00 -0.00 0.00 0.00 0.00 0.00 0.0 1 Detailed Tubular X-Arm Usages for Load Case "NESC 250D WIND S ICE": , Elc -nt Joint Joint Rol. Tram: Long. Vert. Vert: Horz: Toro. Axial Vert. Horz. P/A MIS. V/Q. T/R. Res. Mar.. At - Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft-k) (ft-k) (ft-k)(kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) 9 ----------------------------------------------------------------------------------------------------------------------------------------------- ARM ARM:O Origin 0.00 40.35 0.02 -1.04 -0.00 -0.00 0.0 0.18 0.05 0.00 0.06 0.00 0.04 0.00 0.10 0.3 3 ARM #sARM:O End 5.00 40.35 0.02 -1.10 0.27 0.00 0.0 0.18 0.05 0.00 0.06 0.92 0.03 0.00 0.99 2.7 2 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 28/33 ARM #sARM:0 Origin 5.00 40.35 0.02 -1.10 0.27 0.00 0.0 0.18 0.00 0.00 0.06 0.92 0.00 0.00 0.99 2.7 2 ARM #sARM:1 End 10.00 40.35 0.02 -1.10 0.29 0.00 0.0 0.18 0.00 0.00 0.06 1.01 0.00 0.00 1.07 3.0 2 ARM #sARM:1 Origin 10.00 40.35 0.02 -1.10 0.29 0.00 0.0 0.18 -0.03 -0.00 0.06 1.01 0.02 0.00 1.07 3.0 2 ARM #sARM:2 End 13.00 40.35 0.02 -1.08 0.19 0.00 0.0 0.18 -0.03 -0.00 0.06 0.65 0.02 0.00 0.72 2.0 2 ARM #sARM:2 Origin 13.00 40.35 0.02 -1.08 0.19 0.00 -0.0 0.18 -0.06 -0.00 0.06 0.65 0.03 0.00 0.72 2.0 2 ARM ARM:E End 16.00 40.35 0.02 -1.04 -0.00 0.00 -0.0 0.18 -0.06 -0.00 0.06 0.00 0.05 0.00 0.11 0.3 3 Summary of Clamp Capacities and Usages for Load Case "NESC 250D WIND 6 ICE": Clamp Force Input Factored Usage Label Holding Holding Capacity Capacity (kips) (kips) (kips) 6 ---------------------------------------- LSW 2.877 - 25.00 25.00 11.51 RSW 2.345 25.00 25.00 9.38 NEXTEL 1.186 25.00 25.00 4.75 scxl 0.822 25.00 25.00 3.29 scx2 0.822 25.00 25.00 3.29 scx3 0.822 25.00 25.00 3.29 scx4 0.822 25.00 25.00 3.29 scx5 0.822 25.00 25.00 3.29 ATT 0.556 25.00 25.00 2.22 cxl 0.409 25.00 25.00 1.64 cx2 0.409 25.00 25.00 1.64 cx3 0.409 25.00 25.00 1.64 cx4 0.409 25.00 25.00 1.64 cx5 0.409 25.00 25.00 1.64 Summary of 2-Parts Capacities and Usages for Load Case "NESC 250D WIND & ICE": 2-Parts Force Force Left Ten. Right Ten. Left Comp. Right Comp. Insul. Usage Label Left Part Right Part Capacity Capacity Capacity Capacity S.F. (kips) (kips) (kips) (kips) (kips) (kips) ------------ ----- ---------- ----- ----- ------ ------------- LC1 2.78 4.54 40.00 40.00 10.00 10.00 1.00 11.35 LC2 2.83 4.49 40.00 40.00 10.00 10.00 1.00 11.24 LC3 2.92 4.41 40.00 40.00 10.00 10.00 1.00 11.03 RC1 2.78 4.54 40.00 40.00 10.00 10.00 1.00 11.35 RC2 2.83 4.49 40.00 40.00 10.00 10.00 1.00 11.23 RC3 2.92 4.41 40.00 40.00 10.00 10.00 1.00 11.02 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 29/33 *** Overall summary for all load cases - Usage = Maximum Stress / Allowable Stress Summary of Steel Pole Usages: - Steel Pole Maximum Load Case Segment Weight Label Usage 8 Number (lbs) --------------------------------------------------- ' LPOLE 101.36 NESC 250E MA/DPU 25 8637.0 NG RPOLE 101.45 NESC 250B MA/DPU 25.8637.0 NG Summary of Tubular Davit Usages: Tubular Davit Maximum Load Case Segment Weight Label Usage 8 Number (lbs) ---------------------------------------------------- SW ARM 6.76 ICE 1 29.7 CAN 1.45 NESC 250C WIND 1 97.4 NEXTEL 32.32 NSTAR WIND 1 392.9 Summary of Tubular X-Arm Usages: Tubular X-Arm Maximum Load Case Segment Weight Label Usage 8 Number (lbs) ------------------------------------------------------ ARM 5.84 NESC 250E MA/DPU 3 155.7 *** Maximum Stress Summary for Each Load Case Summary of Maximum Usages by Load Case: Load Case Maximum Element Element Usage B Label Type ------------------------------------------------ NESC 250B MA/DPU 101.45 RPOLE Steel Pole NG ' NSTAR WIND 97.09 LPOLE Steel Pole ICE 75.21 RPOLE Steel Pole NESC 250C WIND 92.41 LPOLE Steel Pole NESC 250D WIND & ICE 67.04 RPOLE Steel Pole Summary of Steel Pole Usages by Load Case: Load Case Maximum Steel Pole Segment Usage 8 Label Number ------------------------------------------------ NESC 250B MA/DPU 101.45 RPOLE 25 NG NSTAR WIND 97.09 LPOLE 25 ICE 75.21 RPOLE 25 NESC 250C WIND 92.41 LPOLE 25 NESC 250D WIND & ICE 67.04 RPOLE 25 Summary of Tubular Davit Usages by Load Case: Load Case Maximum Tubular Davit Segment Usage 9 Label Number --------------------------------------------------- NESC 250B MA/DPU 14.29 NEXTEL 1 NSTAR WIND 32.32 NEXTEL 1 ICE 6.76 SW ARM 1 NESC 250C WIND 32.02 NEXTEL 1 NESC 250D WIND & ICE 8.91 NEXTEL 1 Summary of Tubular X-Arm Usages by Load Case: Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 30/33 Load Case Maximum Tubular X-Arm Segment Usage 9 Label Number --------------------------------------------------- NESC 250B MA/DPU 5.84 ARM 3 NSTAR WIND 4.70 ARM 3 ICE 3.86 ARM 3 NESC 250C WIND 3.95 ARM 3 NESC 250D WIND & ICE 2.97 ARM 3 Summary of Insulator Usages: Insulator Insulator Maximum Load Case Weight Label Type Usage % (lbs) ---------------------------------------------------- LSW Clamp 16.16 NESC 250B MA/DPU 0.0 RSW Clamp 12.73 NESC 250B MA/DPU 0.0 NEXTEL Clamp 10.07 NSTAR WIND 0.0 scxl Clamp 5.38 ICE 0.0 scx2 Clamp 5.38 ICE 0.0 scx3 Clamp 5.38 ICE 0.0 scx4 Clamp 5.38 ICE 0.0 scx5 Clamp 5.38 ICE 0.0 ATT Clamp 4.44 NESC 250B MA/DPU 0.0 cxl Clamp 2.63 ICE 0.0 cx2 Clamp 2.63 ICE 0.0 cx3 Clamp 2.63 ICE 0.0 cx4 Clamp 2.63 ICE 0.0 cx5 Clamp 2.63 ICE 0.0 LCl 2-Parts 19.04 NSTAR WIND 400.0 LC2 2-Parts 18.69 NSTAR WIND 400.0 LC3 2-Parts 18.59 NSTAR WIND 400.0 RC1 2-Parts 19.07 NSTAR WIND 400.0 RC2 2-Parts 18.89 NSTAR WIND 400.0 RC3 2-Parts 18.59 NSTAR WIND 400.0 Loads At Insulator Attachments For All Load Cases: Load Insulator Insulator Structure Structure Structure Structure Structure Case Label Type Attach Attach Attach Attach Attach Label Load X Load Y Load Z Load Res. (kips) (kips) (kips) (kips) ------------------------------------------------------------------------------------------------ NESC 250B MA/DPU LSW Clamp SW ARM:T 0.000 3.918 0.985 4.040 NESC 250B MA/DPU RSW Clamp RPOLE:SW 0.000 3.080 0.805 3.183 NESC 250B MA/DPU NEXTEL Clamp NEXTEL:ANTENNA 0.000 0.909 1.489 1.745 NESC 250B MA/DPU scxl Clamp RPOLE:scxl 0.000 0.296 1.095 1.134 NESC 250B MA/DPU scx2 Clamp RPOLE:scx2 0.000 0.296 1.095 1.134 NESC 250B MA/DPU scx3 Clamp RPOLE:scx3 0.000 0.296 1.095 1.134 NESC 250B MA/DPU 5cx4 Clamp RPOLE:scx4 0.000 0.296 1.095 1.134 NESC 250B MA/DPU 5cx5 Clamp RPOLE:scxS 0.000 0.296 1.095 1.134 NESC 250B MA/DPU ATT Clamp LPOLE:t 0.000 0.000 1.111 1.111 NESC 250E MA/DPU cxl Clamp LPOLE:cxl 0.000 0.181 0.535 0.565 NESC 250B MA/DPU cx2 Clamp LPOLE:cx2 0.000 0.181 0.535 0.565 NESC 250B MA/DPU cx3 Clamp LPOLE:cx3 0.000 0.181 0.535 0.565 NESC 250B MA/DPU cx4 Clamp LPOLE:cx4 0.000 0.181 0.535 0.565 NESC 250B MA/DPU cx5 Clamp LPOLE:cxS 0.000 0.181 0.535 0.565 NESC 250B MA/DPU LCl 2-Parts LPOLE:CIT -0.000 2.332 3.280 4.024 NESC 250B MA/DPU LC1 2-Parts LPOLE:CIB 0.000 7.067 _ 0.705 7.102 NESC 250B MA/DPU LC2 2-Parts LPOLE:C2T -0.000 2.428 3.352 4.139 NESC 250B MA/DPU LC2 2-Parts LPOLE:C2B 0.000 6.971 0.633 6.999 NESC 250B MA/DPU LC3 2-Parts LPOLE:C3T -0.000 2.609 3.480 4.349 NESC 250B MA/DPU LC3 2-Parts LPOLE:C3B 0.000 6.790 0.505 6.809 NESC 250B MA/DPU RC1 2-Parts RPOLE:CIT -0.000 2.329 3.277 4.021 NESC 250B MA/DPU RC1 2-Parts RPOLE:CIB 0.000 7.070 0.708 7.105 NESC 250B MA/DPU RC2 2-Parts RPOLE:C2T -0.000 2.429 3.352 4.140 NESC 250B MA/DPU RC2 2-Parts RPOLE:C2B 0.000 6.970 0.633 6.999 NESC 250B MA/DPU RC3 2-Parts RPOLE:C3T -0.000 2,610 3.480 4.350 Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 31/33 III NESC 250B MA/DPU RC3 2-Parts RPOLE:C3B 0.000 6.789 0.505 6.808 NSTAR WIND LSW Clamp SW ARM:T 0.000 2.554 0.206 2.562 NSTAR WIND RSW Clamp RPOLE:SW 0..000 1.813 0.143 1.819 NSTAR WIND NEXTEL Clamp NEXTEL:ANTENNA 0.000 2.500 0.300 2.518 NSTAR WIND scxl Clamp RPOLE:scxl 0.000 0.608 0.212 0.644 NSTAR WIND scx2 Clamp RP0LE:scx2 0.000 0.608 0.212 0.644 NSTAR WIND scx3 Clamp RP0LE:scx3 0.000 0.608 0.212 0.644 NSTAR WIND scx4 Clamp RP0LE:scx4 0.000 0.608 0.212 0.644 NSTAR WIND scx5 Clamp RP0LE:scx5 0.000 0.608 0.212 0.644 NSTAR WIND ATT Clamp LPOLE:t 0.000 0.000 0.694 0.694 NSTAR WIND cxl Clamp LPOLE:cxl 0.000 0.372 0.104 0.386 NSTAR WIND cx2 Clamp LP0LE:cx2 0.000 0.372 0.104 0.386 NSTAR WIND cx3 Clamp LP0LE:cx3 0.000 0.372 0.104 0.386 NSTAR WIND cx4 Clamp LP0LE:cx4 0.000 0.372 0.104 0.386 NSTAR WIND cx5 Clamp LP0LE:cx5 0.000 0.372 0.104 0.386 NSTAR WIND LC1 2-Parts LP0LE:C1T -0.000 0.606 0.837 1.033 NSTAR WIND LC1 2-Parts LP0LE:C1B 0.000 7.587 0.687 7.618 NSTAR WIND LC2 2-Parts LPOLE:C2T -0.000 0.663 0.900 1.118 NSTAR WIND LC2 2-Parts LP0LE:C2B 0.000 7.530 0.624 7.556 NSTAR WIND LC3 2-Parts LP0LE:C3T -0.000 0.772 1.018 1.278 NSTAR WIND LC3 2-Parts LP0LE:C3B 0.000 7.421 0.506 7.438 NSTAR WIND RC1 2-Parts RPOLE:CIT -0.000 0.598 0.828 1.021 NSTAR WIND RC1 2-Parts RPOLE:CIB 0.000 7.595 0.696 7.627 NSTAR WIND RC2 2-Parts RPOLE:C2T -0.000 0.664 0.901 1.120 NSTAR WIND RC2 2-Parts RP0LE:C2B 0.000 7.529 0.623 7.555 NSTAR WIND RC3 2-Parts RP0LE:C3T -0.000 0.775 1.021 1.282 NSTAR WIND RC3 2-Parts RP0LE:C3B 0.000 7.418 0.503 7.435 ICE LSW Clamp SW ARM:T 0.000 3.172 1.452 3.489 ICE RSW Clamp RPOLE:SW 0.000 2.473 1.291 2.790 ICE NEXTEL Clamp NEXTEL:ANTENNA 0.000 0.000 1.642 1.642 ' ICE scxl Clamp RPOLE:scxl 0.000 0.000 1.345 1.345 ICE scx2 Clamp RP0LE:scx2 0.000 0.000 1.345 1.345 ICE scx3 Clamp RP0LE:scx3 0.000 0.000 1.345 1.345 ICE scx4 Clamp RPOLE:scx4 0.000 0.000 1.345 1.345 ICE scx5 Clamp RP0LE:scx5 0.000 0.000 1.345 1.345 ICE ATT Clamp LPOLE:t 0.000 0.000 0.697 0.697 ICE cxl Clamp LPOLE:cxl 0.000 0.000 0.657 0.657 ICE cx2 Clamp LP0LE:cx2 0.000 0.000 0.657 0.657 ICE cx3 Clamp LP0LE:cx3 0.000 0.000 0.657 0.657 ICE cx4 Clamp LPOLE:cx4 0.000 0.000 0.657 0.657 ICE cx5 Clamp LPOLE:cx5 0.000 0.000 0.657 0.657 ICE LC1 2-Parts LPOLE:CIT -0.000 2.637 3.520 4.398 ICE LC1 2-Parts LPOLE:CIB 0.000 4.883 0.365 4.897 ICE LC2 2-Parts LPOLE:C2T -0.000 2.702 3.557 4.467 ICE LC2 2-Part3 LPOLE:C2B 0.000 4.818 0.328 4.829 ICE LC3 2-Parts LP0LE:C3T -0.000 2.824 3.624 4.594 ICE LC3 2-Parts LP0LE:C3B 0.000 4.696 0.261 4.703 ICE RCl 2-Parts RPOLE:CIT -0.000 2.638 3.521 4.400 ICE RC1 2-Parts RPOLE:CIB 0.000 4.882 0.364 4.895 ICE RC2 2-Parts RP0LE:C2T -0.000 2.702 3.557 4.467 ICE RC2 2-Parts RP0LE:C2B 0.000 4.818 0.328 4.829 ICE RC3 2-Parts RPOLE:C3T -0.000 2.824 3.623 4.594 ICE RC3 2-Parts RPOLE:C3B 0.000 4.696 0.262 4.704 NESC 250C WIND LSW Clamp SW ARM:T 0.000 2.466 0.165 2.472 NESC 250C WIND RSW Clamp RPOLE:SW 0.000 1.658 0.114 1.662 NESC 250C WIND NEXTEL Clamp NEXTEL:ANTENNA 0.000 2.466 0.240 2.478 NESC 250C WIND scxl Clamp RPOLE:scxl 0.000 0.600 0.170 0.624 NESC 250C WIND scx2 Clamp RP0LE:scx2 0.000 0.600 0.170 0.624 NESC 250C WIND scx3 Clamp RPOLE:scx3 0.000 0.600 0.170 0.624 NESC 250C WIND scx4 Clamp RPOLE:scx4 0.000 0.600 0.170 0.624 NESC 250C WIND 3cx5 Clamp RP0LE:scx5 0.000 0.600 0.170 0.624 NESC 250C WIND ATT Clamp LPOLE:t 0.000 0.000 0.556 0.556 NESC 250C WIND cxl Clamp LPOLE:cxl 0.000 0.365 0.083 0.374 NESC 250C WIND cx2 Clamp LP0LE:cx2 0.000 0.365 0.083 0.374 NESC 250C WIND cx3 Clamp LPOLE:cx3 0.000 0.365 0.083 0.374 NESC 250C WIND cx4 Clamp LPOLE:cx4 0.000 0.365 0.083 0.374 NESC 250C WIND cx5 Clamp LP0LE:cx5 0.000 0.365 0.083 0.374 NESC 250C WIND LC1 2-Parts LP0LE:C1T -0.000 0.443 0.606 0.750 NESC 250C WIND LC1 2-Parts LP0LE:C1B 0.000 7.138 0.613 7.164 Chappell Engineering Assoc. - nstar comeiec str 321 att rev Page 32/33 NESC 250C WIND LC2 2-Parts LPOLE:C2T -0.000 0.492 0.663 0.825 NESC 250C WIND LC2 2-Parts LPOLE:C2B 0.000 7.089 0.556 7.111 NESC 250C WIND LC3 2-Parts LPOLE:C3T -0.000 0.586 0.767 0.966 NESC 250C WIND LC3 2-Parts LPOLE:C3B 0.000 6.995 0.452 7.009 _ NESC 250C WIND RC1 2-Parts RPOLE:CIT -0.000 0.436 0.597 0.739 NESC 250C WIND RCl 2-Parts RPOLE:CIB 0.000 7.145 0.622 7.172 NESC 250C WIND RC2 2-Parts RPOLE:C2T -0.000 0.493 0.664 0.827 NESC 250C WIND RC2 2-Parts RPOLE:C2B 0.000 7.088 0.555 7.110 NESC 250C WIND RC3 2-Parts RPOLE:C3T -0.000 0.589 0.770 0.969 NESC 250C WIND RC3 2-Parts RPOLE:C3B 0.000 6.992 0.449 7.006 NESC 250D WIND & ICE LSW Clamp SW ARM:T 0.000 2.768 0.784 2.877 NESC 250D WIND & ICE RSW Clamp RPOLE:SW 0.000 2.246 0.675 2.345 NESC 250D WIND & ICE NEXTEL Clamp NEXTEL:ANTENNA 0.000 0.604 1.021 1.186 NESC 250D WIND & ICE scxl Clamp RPOLE:scxl 0.000 0.218 0.793 0.822 NESC 250D WIND & ICE scx2 Clamp RPOLE:scx2 0.000 0.218 0.793 0.822 NESC 250D WIND & ICE scx3 Clamp RPOLE:scx3 0.000 0.218 0.793 0.822 NESC 250D WIND & ICE scx4 Clamp RPOLE:scx4 0.000 0.218 0.793 0.822 NESC 250D WIND & ICE scx5 Clamp RPOLE:scx5 0.000 0.218 0.793 0.822 NESC 250D WIND & ICE ATT Clamp LPOLE:t 0.000 0.000 0.556 0.556 NESC 250D WIND & ICE cxl Clamp LPOLE:cxl 0.000 0.133 0.387 0.409 NESC 250D WIND & ICE cx2 Clamp LPOLE:cx2 0.000 0.133 0.387 0.409 NESC 250D WIND & ICE cx3 Clamp LPOLE:cx3 0.000 0.133 0.387 0.409 NESC 250D WIND & ICE cx4 Clamp LPOLE:cx4 0.000 0.133 0.387 0.409 NESC 250D WIND & ICE cx5 Clamp LPOLE:cx5 0.000 0.133 0.387 0.409 NESC 250D WIND & ICE LC1 2-Parts LPOLE:CIT -0.000 1.686 2.210 2.780 NESC 250D WIND & ICE LC1 2-Parts LPOLE:CIB 0.000 4.531 0.297 4.540 NESC 250D WIND & ICE LC2 2-Parts LPOLE:C2T -0.000 1.731 2.240 2.830 NESC 250D WIND & ICE LC2 2-Parts LPOLE:C2B 0.000 4.486 0.267 4.494 NESC 250D WIND & ICE LC3 2-Parts LPOLE:C3T -0.000 1.812 2.293 2.922 NESC 250D WIND & ICE LC3 2-Parts LPOLE:C3B 0.000 4.405 0.214 4.410 NESC 250D WIND & ICE RC1 2-Parts RPOLE:CIT -0.000 1.685 2.209 2.779 NESC 250D WIND & ICE RC1 2-Parts RPOLE:CIB 0.000 4.532 0.298 4.541 NESC 250D WIND & ICE RC2 2-Parts RPOLE:C2T -0.000 1.731 2.240 2.831 NESC 250D WIND & ICE RC2 2-Parts RPOLE:C2B 0.000 4.486 0.267 4.494 NESC 250D WIND & ICE RC3 2-Parts RPOLE:C3T -0.000 1.812 2.293 2.923 NESC 250D WIND & ICE RC3 2-Part3 RPOLE:C3B 0.000 4.405 0.214 4.410 Overturning Moments For User Input Concentrated Loads: Moments are static equivalents based on central axis of 0,0 (i.e. a single pole). Load Case Total Total Total Transverse Longitudinal Tran. Long. Vert. Overturning Overturning Load Load Load Moment Moment (kips) (kips) (kips) (ft-k) (ft-k) ------------------------------------------------------------------- NESC 250E MA/DPU 66.686 0.000 36.450 4497.013 0.000 NSTAR WIND 60.925 0.000 12.067 3966.882 0.000 ICE 50.765 0.000 38.402 3486.532 0.000 NESC 250C WIND 56.901 0.000 9.654 3698.888 0.000 NESC 250D WIND & ICE 44.675 0.000 23.978 3015.752 0.000 *** Weight of structure (lbs): Weight of Tubular Davit Arms: 519.9 Weight of Tubular X-Arms: 155.7 Weight of Steel Poles: 17274.1 Weight of 2-Parts: 2400.0 Total: 20349.7 *** End of Report Chappell Engineering Assoc. - nstar comelec str 321 att rev Page 33/33 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map z1. Parcel Application #00, .5q Health Division Date Issued C Conservation Division Application Fee Planning'Dept. 1 Permit Fee 1 00 t Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address 1014114 _' S L Village Owner G' AW_WU'Pt( 9 - Address 2 3 tat10 1w 4- Telephone1�� l (�'�l/V1 - G2 2 Permit Request 3 P���,1W 10 A-dNF wl Kge D)/jo ],IS 6- p,-.> -r; 70 t3tt,_-�6 jj.,S,:r �a C4�6 Square feet: 1 st floor://existing proposed 2nd floor: existing-proposed' Total new Zoning District lam- Flood Plain :: Groundwater Overlay Project Valuation Construction Type nat e-AJ ��c�ft3av�u�.¢rc�. n,��� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ TJIT WO 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.) o4 A- Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 4- existing _new W, C) Total Room Count (not including baths): existing -' new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Cl k73 Central Air: ❑Yeslo Fireplaces: Existing New Existing wood/coal stove P�Yes ❑ No#_ �etached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn 0 existing ❑ raeyv size_ A tached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Aq oning Board of eals Authorization ❑ Appeal # �' Recorded ❑ Commercial Yes ❑ No If yes, site plan review # 1 02 0 - 0 q g4-tw PC� Current Use r 114 Proposed Use J *vk K APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name bA'1<6 tsA-, wr4l elephone Number /03) 23q--bq® S � Address P. O. f�Tv Y,_ 1 2 License # Cs 18278 40-6,1) '`f l� 0 S50 f Home Improvement Contractor# �, ✓� Worker's Compensation # �/� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -i aK� wd bv;- SIGNATURE DATE I i 'r ` • FOR OFFICIAL USE ONLY ` APPLICATION# t DATE ISSUED MAP/PARCEL NO. P ADDRESS VILLAGE - - OWNER DATE OF INSPECTION: - FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 4� CQ Co,�vj 4f -r /-z3-l3 . t DATE CLOSED OUT 16 ASSOCIATION PLAN NO. r . metropcs. Communications, Inc.. 285 Billerica Road 3ra Flaor Y Chelmsford, MA 01824 February 26, 2011 Town of Barnstable, Building Division Attn: Paul Roma, Building Inspector 200 Main Street. Hyannis, MA 02601 RE: Letter in support of Metro PCS's Building Permit Application for 1336 Phinney's _ Lane, Hyannis MA(assessor's map#274,.lot#23). Dear Inspector Roma: Thank you for taking the time to speak with me a few weeks ago regarding this Metro PCS, telecommunications facility at the above referenced location. We had discussed the placement of a temporary Cell on Wheels (C.O.W) at this site along with the attached Building Permit application while Metro PCS waits for an NSTAR shutdown of the high tension lines to place the permitted antenna on the existing utility lines. The j C.O.W. is a retractable tower that is located on a small trailer. There are no hazardous materials on this trailer and when the tower is placed at the desired height, it is self supported and can withstand high winds and sever weather. The proposed height of the temporary tower is 88 feet from ground level, (the same height as the antenna on the attached Construction Drawings that were approved by Site Plan Review). This C..O.W. will not remain at the site after the final design on the attached Construction' Drawings is complete. Although the deployment of the C.O.W. would be immediate, unfortunately the power shutdown will take a while to complete. We hope to have the final shutdown and final design complete within the next four months. The reason for the temporary solution is because Metro PCS will be opening their Hyannis retail store on April 1 st, and in order to provide coverage for Metro PCS customers who live, work and, commute though this area of Hyannis, the temporary C.O.W. will be the only way to make this possible at the grand opening until the power-shutdown can take place. Please feel free to call me directly on my cell number provided below with any questions, or concerns regarding this request. Thank you for your consideration and attention to this matter. Sincerely, Brian Sullivan Real Estate and Zoning Specialist 508-294-4346 285.Billerica Road, 3`d Floor—Chelmsford, MA 01824 (978)244-7200 I l � r Town of Barn-stable Regulatory Services . t BARNSUBL.E, a v • M,�,�, �, Thomas F. Geiler,Director - Fo5a�m Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-962-4039 Fax: 508-790-623( Property Owner Must Complete and Sign This Section rf Using A Builder r, Wt# AIA4 M�°L('SD ro5+V,6 as Owner of the subject.property hereby authorize C rezn Mduq�41•n C�tM v�tc,Gl t��� to acton mybehalf, m all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner Date W o �12 4.w. �- �t��a►-> '7�us'.1-ems. Print Name If Property Owner is applying for permit please complete. the Homeowners License Exemption Form on the reverse side. r Town of Barnstable - ,��, o regulatory Services Thomas F. Geiler,Director MAIM Building Division Tom Perry, Building Commissioner 200 Mairi.Street; Hyannis, IvIA. .2601 www.town.barnstable.m us Office: 508-862-403 8 Fax: 508-790-6230 AADDRESS: KEOWNER LICENSE EXE1�fPTION Please Print It 1 DATE: JOB LOCATION: street village "HOMEOWNER home phone#,t work phone# CURRENT MAIL city/town state zip code The current exemption for"homeowners"was e tended to ' lude owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for ' e who es not possess a license, provided that the owner acts as supervisor. DEFN ON 0' HOMEOWWER Persons)who owns a parcel of land on which he/she es' es or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached or detache s ctnres accessory to such use and/or farm structures. A person who constructs more than one home in a two-ye period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on rm acceptable to the Building Official, that he/she shall be responsible for all such work performed under the b ' din ermit. (Section 109.L 1) The undersigned"homeowner" assumes responsibi ty for co fiance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies tbathe/ e understands e Town of Barnstable Building Department minimum inspection procedures and requireme is and that he/she II comply with said procedures and requirements. Signature of Homowntr i Approval of Building Official Note_ Three-family dwe s containing 35,000 cubic feet or larg will be required to comply with the State Building Code Section 127.0 onstruction Control. HOMEOWNER'S F-XENTMON .The Code states that "Any h towncr ptrfonning work for which a building pernvt s required shall be cxcmpt from the provisions of this section(Section 109.1.1 -Liccn ' g of construction Supervisors);provided that if the horn-owner cngages a parsons)for hire to do such work,that such Homcowncx shall act supervisor." Many homeowners who this exemption are unaware that they arc assuming the msp nsibilitics of a supervisor(see Appendix Q, Rulcs&Rcgulations for Li' tnsin truction Supervisors,Section 2.15) This lack of awareness ftcn results in serious problems,particularly when the homeowner hires unlicEnscd persons. In this case,our Board cannot procccd against the u�liccnscd person as it would with a licensed 5upervisor. The homcowntr acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many cammunitiCs quire,as part of the permit application, that the homeowner certify that Wshe understands the rtsponsibilitics of a Supervisor. On the last page of this issue is a.form currently used by several towns. You may care t amend and adopt such a fonir/ccrtification for use in your community. Q:forrns:homccxcmpt f > Town of Barnstable FI"F'O+►�, 200 Main Street,Hyannis,Massachusetts 02601 BARNWABL& ' Growth Management Department JoAnne Buntich,Interim Director eu �.��� 367 Main Street, Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 www.town.barnstable.ma.us August 6, 2009 Metro PCS c/o Brian Sullivan,Agent for NSTAR&Harborside Realty Trust 753 Forest Street, Suite 110 Marlborough,MA 01752 Reference: . Site Plan Review#020-09 - . Metro PCS 1336 Ph-inney's.Lane,Barnstable,MA . Map 274,Parcel 023 Proposal: Attach 3 wireless antennas to a-steel antenna frame mounted at the top of a 100 ft. Class I replacement for the existing wooden pole. Dear Sir/Madam: Please be advised that the above-referenced proposal received an administrative approval at the staff site plan review committee meeting held August 4, 2009 subject to the following: • Approval is based upon site plan review package submitted and dated July 30, 2009 with plans entitled"HYN0029B NSTAR Phinney's Lane, Hyannis,R/W#343, Structure #9175/210, Line#84, 25KV"- for 1336 Phinney's Lane, Barnstable, consisting of 10 sheets, dated July 15, 2009 revised July 23, 2009 prepared by Chappell Eng}neering Associates, Marlborough, MA for MetroPCS. • Applicant must obtain and comply with all other applicable permits, licenses and approvals required if applicable. • 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(Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, el winiarski, SPR Coordinator CC: Tom Perry,Building Commissioner SPR File I TOWN OF BARNSTABLE • CONSTRUCTION CONTROL AFFIDAVIT PROJECT LOCATION: 1336 Phinnev's Lane Hyannis, MA 02601 TENANT NAME: metroPCS Massachusetts LLC (Site No. HYN0029C) NATURE OF PROJECT: Installation of proposed antennas, carrier utilities and associated equipment compound at existing transmission structure and temporary C.O.W. ARCHITECT AND OR ENGINEER: Chappell Engineering Associates LLC ADDRESS: 201 Boston Post Road West, Suite 301, Marlborough, MA 01752 TELEPHONE: (508)481-7400 In accordance with Section 116.0 of the Massachusetts State Building Code, Sixth Edition, I, 7RV I f> R- CAUEELL , , Massachusetts Registered Architect/Engineer# 3g4Q& , hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: x ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(SPECIFY) For the above named project and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. I further certify that I (or a duly qualified representative) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering components requiring controlled material for construction specified in the accepted engineering practice standards listed in Appendix B of the State Building Code. PURSUANT TO SECTION 116.4, 1 SHALL PERIODICALLY SUBMIT PROGRESS REPORTS, TOGETHER WITH PERTINENT COMMENTS, TO THE TOWN OF BARNSTABLE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLFTION AND READINESS OF THE PROJECT FOR OCCUPANCY. DAVDA CHAPPELL o CIVIL � .34706 31-7 ORIGINAL SIGNATURtWWSEAL DATE SUBSCRI'BF,D ANQ�,SWORN TO BEFORE ME THIS DAY OF K9'6- 200 JAMES M.FITZGERALD Notary Public i P Y Cotrimonweatth of Massachusetts W Commission Epires _ February 7,2014 OTARY PUBLIC ' MY COMMISSION EXPIRES: rf t, DI�I S 1 f\/ t ✓ CHAPPELL ENGINEERING lO ASSOCIATES,LLC Civil•Structural•Land Surveying December 18, 2012 metroPCS New England Market 285 Billerica Road Chelmsford, MA 01824 Reference: Engineering Field Visit and Completion Affidavit Site HYNO029C— Phinney's Lane Str. 163, R/W 343, Line 115(115kV) t336-P_hinney's;Lane, Hyannis, MA 02601 CEA Job Number 736.282 Site Description: The site is located at an existing wireless communications facility with an existing 79' 3-pole wood angle transmission structure in Hyannis, MA. Three antennas are mounted on the proposed replacement pole at.86'AGL. A 10'x16' concrete pad was installed within the proposed equipment compound to support(2) Lucent Modcell 4.0B equipment cabinets (1 future), (2) Lucent EZBFO battery cabinets (1 future), and a Transector PPC cabinet. An ice bridge was installed from the equipment cabinets to the transmission structure. The electrical feed originates from an existing handhold on the property. A new meter was installed in a proposed socket adjacent to the proposed fenced compound. The telephone feed originates from the existing cabinet on the property. A ground ring was installed just outside of the concrete pad. Engineering Field Visit On December 13, 2012 Chappell Engineering Associates performed a field inspection of the newly installed MetroPCS equipment in order to verify general conformance to our Engineering Construction Documents dated 09/04/12. The following site photos and field visit form document our field visit, and the enclosed Construction Completion Affidavit is attached as requested. Very truly yours, Chap E gineering AssCLE p {: SALEK NIL Clement J. Salek, P.E. No. ' 382 Professional Engineer v IOPIAI. Concord Office Center■2352 Main Street■Suite 203 a Concord,MA 01742 .................................. ............................................................................ .................... t.978.823,0054 a www.chappellengineering.com■f.978.823.0058 l— i i A , Engineering Field Visit Antennas, mounts, and coax • Three antennas were installed on a proposed antenna mounting frame at 70'AGL. Based on visual inspection all connections were per construction drawing details • Weatherproofing kits were installed at the coax entry ports on the Modcell. Coax ground kits were installed properly. • Lower CIGBE's were installed at the base of the monopole and the end of'the ice bridge. All cable ground kits are properly grounded and the CIGBE's are tied into the existing/proposed ground rings. • GPS antenna was installed to ice bridge post per plan details Site work • The concrete was installed per plan details in the right location and size. • The ice bridge was installed per plan from the Modcell to the structure. • Concrete piers for the ice bridge were installed. Utilities • Telco conduit was installed from cabinet to PPC per plan details. - - • Electric conduit-was installed from-existing handhold-to PPC. 200A circuit breaker-was installed-as well,as new meter. • Ground inspection well and ring were installed per plan. All ground connections were installed per plan details. Concord Office Center a 2352 Main Street a Suite 203 a Concord,MA 01742 t.978.823.0054 a www.chappeliengineering.com 0 f.978.823.0058 I TOWN OF BARNSTABLE CONSTRUCTION COMPLETION AFFIDAVIT PROJECT LOCATION: 1336 Phinney's Lane; Hyannis, MA 02601 (Site No.: HYN0029C) TENANT NAME: MetroPCS NATURE OF PROJECT: Installation of antennas on transmission structure and equipment cabinets on concrete pad within fenced compound ARCHITECT/ENGINEER: Chappell Engineering Associates, LLC ADDRESS: 201 Boston Post Road West, Marlborough MA 01752 I certify that the project located as described above has been built under my(or a duly appointed representative) supervision, the construction is in accordance with the approved construction plans and that such plans conform to all provisions of the Commonwealth of Massachusetts Building Code (780 CMR). We have conducted our periodic inspections during the construction process, and have verified that the site has been constructed according to our Construction Drawings. ��10F 11� � CI.EMENT J.9c , SALEK CML y No.47382 �FGlStE�� Clement J. Salek (Stamp Seal) � I b' 'unmaRm(uiUSltS it 1146tt1xittif U�1( U11UltA(ARU(1HAlAtHA P(AUlAt(SUU151tiUit:tUR(U4tutlttttftll r A �* _ 1uUNi'�U(\(1ARUTAAIH(i11USAHi(SdMrini U(iRR H US5 SttS �Cd4lHll'iilA(1 H HU4(\lURu\UUl(1R1iu1(1USliuUl,StStttltU(1uH11� {f,� �gg�`�p U1hCdAASi,AHHrHU l\Atkii„WSSUtittiUtu(A4SiSt1l51iSS:Rutk � "" "i �� � . • .. .ter,. ..n,. y^ r l _ t , . y i� • 7kw I �s.• t �c • -L �• t ej jar .,� �'+ — '..,,.r�'e.a. .I�'. lot MUD SWIL IN 7 , of SF A +r •�,' �+/`*� "iC�,,.{'�#,p 1��/y�a .4�,�. rt a 9 fs r s js d g "'110ililll " • i� E 1 J � ra i r n ��".�,,,� ,a� -�• �,! �.�, �fie, .4 t r —At fly y.es Jt t ( r dn Rq- ,;, ar� :� ':1t�� .�`�,�.", r a!�' r'.. . ..w,�Lp_,,"f✓ .• .�..� - ♦ .mot' '!«-•... .. !._.+✓�" .Y• r 'S•`t.r„ -�-rr, '�' b :.�..�„--s:�.,,.�_�"�.r �,k,� ; _.� - _ }� €°s#a^+ Z(tti;��„Y t` 'k+' ' �.�ad•Ls rf s i 14 r ¢ s ... r� A ��• ;� � ,Y� y� r •. �� PIS N't Pk 7 'W � $ �• k'���. x � '4 Zvi � �1 •/�" L = � g. t TOWN OF BARNSTABLEpBUILDING PERMIT APPLICATION Ak Map 274 Parcel`. .` Application # 200901485 Health Division '`Date Issued Conservation Division C :Application Fee $1 Q�90 Planning;Dept: Permit Fee $910.00 Date D fini i February 26 2009 e t ve Plan Approved Planning tannin Board y () Historic - OKH - Preservation/Hyannis -kj;t0 Project Street Address NSTAR VAer,Easemeht, off Phinney's Lane Village Hyannis 23 Elliot Street Owner Harborside Realty Trust ` Address : Centerville, MA 02632 Telephone (508) '775-8087 Permit Request Verizon Wireless proposes to remove one of the existing 68' support poles -.: for the power stanchion located on an N,STAR Electric' Co. transmission structure on the property, replace it with an 80' pole and install 12 panel antennas on the replacement „, pole;. In addition, a 12' X 30' equipment shelter will be installed immediately adjacent to the NSTAR transmi ion 'structure Square feet: 1 st floor: existing `N/A proposed N/A 2nd floor: existing N/A proposed N A Total new 360 sa.ft Zoning District Residence G Flood Plain N/A Groundwater Overlay . N/A Project Valuation $100,000.00 Construction Type Lot Size .86 acres Grandfathered: ❑Yes ® No If yes, attach supporting documentation. Dwelling Type: / ingle Family I❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure N/A Historic House: ❑Yes iEkNo On Old King's Highway: ❑Yes ® No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other N/A Basement Finished Area(sq.ft.); N/A Basement Unfinished Area(sq.ft) Number of Baths: Full: existing N/A new Half: existing new Number of Bedrooms: N/A existing —new Total Room Count (not including baths): existing 0 new 0 First Floor Room Count 0 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other N/A N/A 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 # N/A Recorded ❑ Commercial ®Yes ❑ No If yes, site plan review# 006-09 ) Current Use NSTAR transmission structure Proposed Use Personal Wireless, Facif&y *12' X 30' equipment shelter c, APPLICANT INFORMATION DW .ter BUILDER OR HOMEOWNER) �- Bell Atlantic Mobile of Massachusetts <d� co �- Corporation, Ltd. d%b/a Verizon Name w;,-Pi Telephone NumberJ '1 PGA Steven Address 400 Friberg Parkway License# CS5M83G. Bosworth, Timberline Connt. Westborough, MA 01581 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO offsite .nd disposed of bj the contractor SIGNATURE k294 DATEep en ns ruc ion Supervisor on behalf of Timberline Construction Co. d - , FOR OFFICIAL USE ONLY � ,LICATION# DATE ISSUED +h MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION } 'FRAME INSULATION FIREPLACE P ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL c GAS: ROUGH FINAL ;a FINAL BUILDING �( _j DATE CLOSED OUT ASSOCIATION PLAN NO. BARNSTABLE FIRE DEPARTMENT 3249 Main Street-P.O. Box 94 5 F 'a —�— o '" � Bamstable,Massachusetts 02630 _ I927 ~ ' * 508-362-3312 FAX: 508-362-8444 Robert M. Crosby Ric-iard P. Pfautz FIRE CHIEF DEPUTY CHIEF rcrosby@barnstablefire.org rpfautz(H_)barnstablefire.org BU ILDING CODE COMPLIANCE FORM THIS FIRE PREVENTION BUREAU HAS REVIEWED THE PLANS DATED FOR THE PROPERTY AT- 44heqS 144 e �'/�.,�A"ev- /Y = ALSO KNOWN AS �✓ V /7/2 ��/Qn,�IJT ,Z /!��/iZoKuJiO�[�-� MAP NUMBER PARCEL NUMBER THE CHART BELOW INDICATES THE STATUS OF OUR REVIEW: TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1-NARRATIVE REPORT v 2-FIRE FIGHTING/RESCUE ACCESS 3-HYDRANT LOCATION/WATER SUPPLY v 4-SPRINKLER SYSTEM 5-SPRINKLER CONTROL EQUIPMENT V" 6-STANDPIPE SYSTEMS 7-STANDPIPE VALVE LOCATIONS v 8-FIRE DEPARTMENT CONNECTION 1� 9-FIRE PROTECTIVE SIGNALING SYST. 10-F.P.S.S.&ANNUNCIATOR LOCATION 11-SMKE CONTROL/EXHAUST !i 12-SMOKE CONTROL EQUIP.LOCATION 13-LIFE SAFETY FEATURES 14-FIRE EXTINGUISHING SYSTEM �- 15-F.E.S.CONTROL EQUIP LOCATION i/ 16-FIRE PROTECTION ROOMS 17-FIRE PROTECTION EQUIPMENT I/ 18-ALARM TRANSMISSION METHOD 19-SEQUENCE OF OPERATION REPORT 20-ACCEPTANCE TESTING CRITERIA WE BELIEVE THE DOCUMENTS TO BE COMPLETE AND COMPLIANT FOR THE ISSUANCE OF A BUILDING PERMIT. WE HAVE COMPLETED THE ACCEPTANCE TESTING FOR THE OCCUPANCY PERMIT AND BELIEVE THAT WITHIN THE SCOPE OF THE BUILDING PERMIT,THE ABOVE ISSUES ARE IN COMPLIANCE. N7ameo&d Title Date www.barnstablefire.org ti Town of Barastable Regulator Ser• nAuwez BL& : vices 0. `$ Thomas F.Ge0e.r,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 wWW.town.barnatabie ma.us Office- 508.862.4038 Pa::: 508-790-5230 Property QOwner Must Complete and Sign This Section If Usinc, ABuilder as Ownef of the subject,proper:;y Steven G. Bosworth, herebyauehorize Timberline Construct. to act ort my in all matters relative to work authorized bpthis building permit applicatioli for. N8TAR power structure off of Phinne 's Lane (Adc=Ss Ot job) . tore of et � a ate (AJ,ll tp ry Print Name N1746� feet' �V If Pro e Own.er is applying for permit lease Complete, P P te.th.. Homeowners License Exemption Porm on the reverse side. i VO RMS:O WNERPERMlSS10N f October 21, 2008 Town of Barnstable Building Department 200 Main Street Hyannis,MA 02601 Re: Application for Site Plan Review Applicant: Bell Atlantic Mobile of Massachusetts Corporation, Ltd., d/b/a Verizon Wireless Site Address: Off Phinney's Lane, Hyannis,Massachusetts Assessor's Map 274,Lot 23 Dear Sir or Madam: As property owner, the Harborside Realty Trust ("Trust") has entered into a Land Lease Agreement with Bell Atlantic Mobile of Massachusetts Corporation, Ltd., d/b/a Verizon Wireless ("Verizon Wireless") for ground space for the installation of a wireless telecommunications facility that will include an equipment shelter. The proposed facility will also include the replacement of an existing NSTAR utility pole. By entering into a Lease with Verizon Wireless, the Trust has given Verizon Wireless and its representatives full authority to file all applications for the necessary approvals for the installation and operation of the proposed wireless telecommunications facility. Sincerely, The Harborside Realty Trust / ' 17 By:gilliam LAnderson As Trustee and Not Individually cc: Daniel D. Klasnick,Esquire Town of Barnstable Ft"E r°ati 200 Main Street, Hyannis,Massachusetts 02601 BARNSPABLE. * Growth Management Department JoAnne Buntich,Interim Director 9MASS. 367 Main Street, Hyannis, Massachusetts 02601 �ArED MA'S> Phone(508)862-4785 Fax(508)862-4725 www.town.barnstable.ma.us August 6, 2009 Metro PCS . a �� c/o Brian Sullivan, Agent for NSTAR& Harborside Realty Trust ' 753 Forest Street, Suite 110 Marlborough, MA 01752 j Reference: Site Plan Review # 020-09 - Metro PCS ? 1336 Phinney's Lane, Barnstable,MA CO Map 274, Parcel 023 Proposal: Attach 3 wireless antennas to a steel antenna frame mounted at the top of a 100 ft. Class I replacement for the existing wooden pole. Dear Sir/Madam: Please be advised that the above-referenced proposal received an administrative approval at the staff site plan review committee meeting held August 4, 2009 subject to the following: • Approval is based upon site plan review package submitted and dated July 30, 2009 with plans entitled"HYN0029B NSTAR Phinney's Lane, Hyannis, R/W#343, Structure 49175/210, Line#84, 25KV" for 1336 Phinney's Lane, Barnstable, consisting of 10 sheets, dated July 15, 2009 revised July 23, 2009 prepared by Chappell Engineering Associates, Marlborough, MA for MetroPCS. • Applicant must obtain and comply with all other applicable permits, licenses and approvals required if applicable. • 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 (Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Ellen M. Swiniarski, SPR Coordinator CC: Tom Perry,Building Commissioner SPR File f i DUVAL & CLASNICK LLC OUR EXPERTISE.YOUR FUTURE. SUCCEEDING TOGETHER.® COUNSELORS AT LAW Elizabeth R.O'Keefe eokeefe@duval-law.com I April 15, 2009 Thomas Perry,Director Building Division Barnstable Town Hall 200 Main Street Hyannis,MA 02601 Re: Building Permit Application—proposed collocation on NSTAR power structure off of Phinney's Lane Dear Mr.Perry: The Law Firm of Duval & Klasnick LLC represents Bell Atlantic Mobile of Massachusetts Corporation Ltd. d/b/a Verizon Wireless ("Verizon Wireless") in the permitting of telecommunications facilities in the region. Verizon Wireless has obtained Site Plan Approval to remove one of the existing:68' support poles for the power stanchion located on a NSTAR Electric Co. transmission structure on the property, replace it with an 80' pole, and install twelve (12) panel antennas on the replacement pole. In addition, a 12' x 30' -equipment shelter will be installed immediately adjacent to this structure. In connection with Verizon Wireless' application for a building permit please find the following documents: 1. Building Permit Application, signed by Steven G. Bosworth of Timberline Construction. 2. Application Fee in the amount of$100.00. 3. Letter of Approval from Site Plan Review. 4. One original set of full sized plans. 5. One original set of 11" x 17" plans. 6. Workers Compensation Insurance Affidavit Form. 7. Copy of Steven G. Bosworth's construction supervisor's license. 8. Letter from the property owner giving Verizon Wireless authority to file all necessary applications with the Town of Barnstable. 9. General contractor, Steven G. Bosworth's,business card showing his employment with Timberline Construction Co. 10. Letter from Verizon Wireless awarding the project to Timberline Construction Co. 11. Certificate of Liability Insurance—Timberline Construction Co. 12. Town's authorization letter, signed by Harborside Realty Trust(Landlord)authorizing Timberline Construction Co. to proceed with the project. The Planning Department, Health Department and Conservation Department have all signed off on this application. Chief Pfautz of the Barnstable Fire Department, has faxed his approval to your office, receipt of which has been confirmed. 10,Cedar Street, Suite 17,Woburn,_ A 01801 Tel. (781)369-6333 , svvvw.diival-law.corn , Fax: (781) 369-6663 WOBURN,MA • CONCORD,NH • DENVER,CO • CHICAGO,IL Per your instructions, the permit fee in the amount of$910.00 will be forwarded upon issuance of the building permit. Please let me know if you have any questions or concerns, or need anything further in connection with this application. Thank you very much! I Very truly yours, Duval & asnick LLC By: Elizabeth R. O'Keefe Attorney at Law ERO/Ic Enclosures cc: Jeff Barbadora Ellen Dalmus George Evsiouk File OUR EXPF'sRT1sIi. YOUR FUTURE. SUCCI3IiDINC TOGE'THER.` .. ............ ..................... Elizabeth R. O'Keefe eokeefe@duval-law.com April 23, 2009 Thomas Perry,Director Building Division Barnstable Town Hall 200 Main Street Hyannis,MA 02601 Re: Building Permit Application—proposed collocation on NSTAR power structure off of Phinney's Lane ( \ �1 Dear Mr. Perry: The Law Firm of Duval & Klasnick LLC represents Bell Atlantic Mobile of Massachusetts Corporation Ltd. d/b/a Verizon Wireless ("Verizon Wireless") in the permitting of telecommunications facilities in the region. On April 16, 2009, Verizon Wireless filed a Building Permit Application with the Town of Barnstable to remove one of the existing 68' support poles for the power stanchion located on a NSTAR Electric Co. transmission structure on the property, replace it with an 80'pole, and install twelve (12)panel antennas on the replacement pole. In addition, a 12' x 30' equipment shelter will be installed immediately adjacent to this structure. Per your request, enclosed please find a Construction Control Affidavit, signed and stamped by a professional engineer. In addition, you requested clarification on the changes made to the construction drawings from those originally submitted and approved during Site Plan Review. During the Site Plan Review process, the Town requested additional landscaping at the site. As a result, Verizon Wireless agreed to install a second row of staggered, six foot (6') arborvitae, increasing the total trees from ten (10) to twenty (20). The additional trees are highlighted on the attached construction drawings for your ease in review. Please let me know if you have any questions or concerns, or need anything further in connection with this application. Thank you very much! Very truly yours, Duval & s 'ck .M : By: Elizabeth R. O'Keefe Attorney at Law a 10 Cedar Street,Suite 17,Woburn,MA 01801 ca Tel: (781)569-6555 • i w m N� .duval-law.co • Fax: (781)569-6665 nt WOBURN,MA • CONCORD,NH • DENVER,CO • CHICAGO,IL • Enclosures cc: Jeff Barbadora Ellen Dalmus George Evsiouk File _. 1 TOWN Of BARNSTABLE CONSTRUCTION CONTROL AFFIDAVIT PROJECT LOCATION: Off Phinney's Lane, Hyannis, MA 02601 TENANT NAME: Verizon Wireless Communications NATURE OF PROJECT: Installation of wireless communications facility ARCHITECT AND/OR ENG.: ' Chappell Engineering Associates LLC ADDRESS: 201 Boston Post Road West, Marlborough, MA 01752 1 TELEPHONE: (508)4814400 In accordance with Section 116.0 of the Massachusetts.State Building Code, Sixth Edition, I, David A.Chappell , Massachusetts Registered Architect/Engineer# 34706 hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ENTIRE PROJECT X ARCHITECTURAL_ STRUCTURAL— MECHANICAL_ FIRE PROTECTION ELECTRICAL OTHER(SPECIFY) — — I For the above named project and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. I further certify that I (or a duly qualified representative) shall perform the necessary professional services and.be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering components requiring controlled material for construction specified in the accepted engineering practice standards listed in Appendix B of the State Building Code. PURSUANT TO SECTION 116.4, 1 SHALL PERIODICALLY SUBMIT PROGRESS REPORTS, TOGETHER WITH PERTINENT COMMENTS, TO THE TOWN OF MANSFIELD BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. Subscribed and sworn to me this: aa"' ' day of �P 6.t� , 200�1.� ,SH OF DAVIDA. cm CI / G% ORIGINAL SIGNATURE AND SEAL, DATE 0 ARY JAMES M.FITZGERALD Notary Public Commonwealth of Massachusetts My Commission Expires February 7,2014 I f pl-kr v HE i I i , TOWN OF BARNSTABLE ` f 1; �b CONSTRUCTION-COMPLETION AFFIDAVIT PROJECT LOCATION: Off Phinney's Lane, Hyannis, MA 02601 TENANT NAME: Verizon Wireless NATURE OF PROJECT: Installation of an equipment shelter, antennas on an existing utility structure and all associated hardware. ARCHITECT/ENGINEER: Chappell Engineering Associates, LLC i ADDRESS: 201 Boston Post Road West, Suite 301 Marlborough,'MA 01752 I I certify that the project located as described above has been built under my(or a duly appointed representative) supervision, the construction is in accordance with the approved I construction plans and that such plans conform to all provisions of the Commonwealth of Massachusetts.Building Code (780 CMR). We have conducted our periodic inspections during the construction process, and have 1 verified that the site has been constructed according to our Construction Drawings. tN OF�s9 o� DAVID A. GHAPPEU. 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ENGINEERING � � { ASSS?CIA'TES,LLC V Civil Structural Lan:S Surveying l RX EXECUTIVE CENTRE A !STAR ir p P® � ® . YS LAN E YA N I S 20T BOSTONAR POST ROAD WEST. SUITf..301 iRH� 0® ,OI"S� � �9�C ,�1®, v MARLBOROUGH;MA 01753 happ lent-74D0 NSTAR ELECTRIC COMPANY tvww.cltappellengineering.com R/W #343 STRUCTURE #163 LINE ##115 115K1i ' > � tOF n 1336 PH1NNEY`S LANE D, vI � c - m - HYANNIS, MA 02601 BARNSTABLE COUNTY 34706 SITE TYPES CC LOCATION t�N EXISTING TRANSMISSION STRUCTURE j4 6 l I ENGINEER/LAND SURVEYOR DATE SITE INFORMATION: VICINITY MAP APPROVALStSftt R A`�`�`TM Of LAW` 'T `ORM s 1NEY ANE FciNrc uNOFR>a+E OCT�ON OF-A LWfSM PR0FF AL,EWNWL TO AM TNS'000ULWIT.LANDOWNER: HARBORSIDE REALTY TRUST SCALE: 1"=10UU' _ 23-ELLIOTT STREET ,- .. �. �w "..:.:,• "-. r�`^� s N TRANSMISSION GROUP: - REVISIONS . CENTERVILLE,MA02832 FIELD MG LAND$STRUCTURE STRUCTURE$EASEMENT OWNER: NSTAR ELECTRIC CO. ':a ,,;,y.. _' } ,,� � STD CON5T. ONE NSTAR WAY;SE 210 � �' ' � �-� - -w;' s `. RF ENGINEERkM S s eau - R:. WESTWOOD,:MA02090: � Sirs- sit by - SITE ACQUISITION AGENT:. _ STRUCTURE OWNER SITE ID: AIW#343,:STRUCTURE 1#163,LINE#115,i'15KV - APPLICANT: MetroPCS MASSACHUSETTS,LLC. ARCHITECTfEIJG€VEER: - - 285 BILLERICA-ROAD,.THIRD.FLOOR - _ -H. �5, X..-^'� _ , t S I...I E ET INDEX . y - CHELMSFORD.MA01B24 - _ - " ,Kti�` "� G+� - t li/iff10 ISSUED FOR ZONING/CONSJR. ' (978)..244-7000 - ;� DWG. DESCRIPTION REV: G 11/01/10 ISSUED FDR Renaa 3 SITE ADDRESS: PHINNEHYANNIYS E j a i { 7-1 T[TLESHEET 1 REV., ' DATE DESCRIPTION COUNTY• BARNSTABLE 31 ; s ` All LATITUDE:. - N 41'-40'=43.35 & z r ON-1 GENERIALNEM i FRILIM NIL er: �' � C-1 LOCUS PLAN 1 738:2ex AS SHOWN e LONGITUDE; W:7m-18'•39,8i° ;. � .. �'� .�.�, �� s� w ) ._ - is` •` r'.: `' `!( �,,T� -- ZONING CLASSIFICATION: RG(RESIDENCE G) :, Sy a " ; L-i LE4iRI PLAN 1 SITE NAME* HYNO{IZSC ZONING:lUR15DiCTIONi. TOWN OF BARNSTABLE' NST!"�ti � � ��� TA71 �- B A 1 PARTIALSITE PU4N 1. TAX IQ PAR CEL NUMBER: MAP 274 LOT23 �' m ARCHITECT 1 ENGINEER: CHAPPELL ENGINEERING ASSOCIATES,LLC �1�mw, z" r�,� A$ ELEYATIWd 1 201 BOSTON POST ROAD WEST,.SUITE:901 ° r HYANNIS MARLBOROUGH,MA01752 s 1 000 RADUI + m n A3 E N'fAENfPLAW.�S$RETAILS 7 , 19 R/UV#343 STRUCTURE POWER COMPANY: NSTAR I* Ale &gE1ULES$,DETAtL3 ONE NSTAR WAY,STE 210 , „I ` .Fey a ', �, S-1 LOADINGDIAGRAMS,AN'OMMOUN INGKM DETA9S t #1 r LINE#� J� �.�ICV WESTWOOD,MA02090 - .. - � E1 dNE-LINE DlA(3RAM,I�SEN,DETAILS$NOTES � (888)633.3797 �',,,,� - y' ° SITE ADDRESS: TELEPHONE COMPANY: VERIZON - ,,^ w,cr � DETAILS MIOUNDING - 1 1336 PHINNEY'S LANE 185,FRANKLIN STREET .. - DO NOT SCALE DRAWINGS ' } - BOSTON,MA 02.107 F- s. .'s's � � s ,a1 e w HYANNIS,MA 025M (BOO)941-9900 r d` •�, r . .F } J< "� '' �' e CONTRACTOR SHALL VERIFY ALL AND EXISTING DIMENSIONS AND CONDITIONS ON SITE ACQUISITION MANAGER: KELUE DUNN >� 'f� % I THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE DRAWING TTRE: (978)244-7200 X '` T �= ,. IN WRITING OF DISCREPANCIESBEFORE PROCEEDING WITH THE WORK OR BE •+�: { a RESPONSIBLE FOR SAME. CONSTRUCTION MANAGER: DAVE BEAN -.., '' " •.-� u i A. ,,,. - TITLE SHEET (978)244-7200 _ p /� /ry - PROJECT DESCRIPTION . OPERATIONS MANAGER: MIKEWILBANKS DRIVING DIRECTIONS - (978)244-7200 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR TAKE RT-9 EAST/TURNPIKE ROAD:MERGE ONTO 1-495 SOUTH VIA THE RAMP TO CAPE COD/1.90. CONTINUE THE.TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC DRAWING NQ ON RT-2S EAST, CONTINUE ON RT-28, AT BOURNE ROTARY,TAKE THE 3RD EXIT ONTO RT-6A EAST/SANDWICH CELLULAR SERVICE. ROAD. TURN RIGHT AT MID CAPE CONN, TAKE THE RAMP ONTO MID-CAPE HIGHWAY)US-6 EAST, TAKE EXIT 6 2. THIS FACILITY WILL CONSUME NO.UNRECOVERABLE.ENERGY. FOR RT-132 SOUTH TOWARD HYANNIS. MERGE ONTO IYANNOUGH ROAD/RT-132. TURN LEFT AT PHINNEY'S 3. NO POTABLE:WATER SUPPLY IS TO 8E'PROVIDED AT THIS LOCATION. T_ LANE. SITE IS LOCATED ON THE RIGHT HAND SIDE 4, NO WASTE WATER WILL BE GENERATED AT THIS LOCATION, I!` S. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION.. 6, METRO.PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONETRIP PER MONTH ATONE HOUR PER VISIT. GENERAL NOTES: CONCREi£ AND REINFORCING STEEL NOiES' F FCTRICAL iNST 11�1 AEON NOTES_;, " 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS STALL APPLY: ' 1,ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACT 301.AO 318,AO 338,ASTM A184,ASTM Al B5 AND THE 1.WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC �tr�P��. - CONTRACTOR- METRO PCs DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. AND TELCORDR. - e SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) OWNER-METRO PCS 2,ALL CONCRETE SWILL HAVE'A MINIMUM COMPRESSVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE A 2 SUBCONTRACTOR SHALL MODIFY OR INSTALL CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT Unlimlt Yourself. OEM- ORIGINAL EQUIPMENT MANUFACTURER HIGHER STRENGTH(4DDOPSI)MAY BE USED.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AOI 381 CODE CABLING TD THE NEW BTS EQUIPMENT.SUBCONTRACTOR SNAIL SUBMIT MODIFICA71ONS 70 CONTRACTOR FOR APPROVAL. - - 2 PRIOR TO THE SUBMISSION OF BIOS,THE BIDDING SUBCONTRACTORSHALL VISR REQUIREMENTS THE CELL SITE TO 3.ALL CIRCl11TS.SHALL"BE SEGREGATED AND MAINTAIN MiNIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT 111E WORK CAN BE ACCOMPLISHED AS 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 815,GRADE 60.DEFORMED UNLESS NOTED OTHERWISE.WELDED WIRE TELCORDR. � � 285 BILLERICA ROAD SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE FABRIC SHALL CONFORM TO ASTM A 135 WELDED STEEL WIRE FABRIC UNLESS-NOTED OTHERWISE SPLICES SHALL BE'CLASS THIRD FLOOR ATTENTION OF CONTRACTOR, - - 'B'AND ALL.HOOKS SHALL BE STANDARD,UNO, 4.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. _ CHELMSFORD. MA-01824 a ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 4.THE FCLI.DWNG MINIMUM CONCRETE COVER SNAIL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON 5. EACH END OF EVERY POWER,GROUNDING,AND T1 CONDUCTOR AND CABLE SMALL BE LABELED WiTH COLOR-CODED TEL(978) 244-7200 'REGULATIONS,.AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH DRAWINGS INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,ON EQUAL). FAX (978) 244-7240 ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS GF ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGHAST EARTH.......3 IN. THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA,AND MATCH INSTALLATION REQUIREMENTS. - THE,PERFORMANCE OF THE WORK. - CONCRETE EXPOSED TO EARTH OR WEATHER; - . ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY #B AND LARGER................„.».....2 IN, D.POWER PHASE CONDUCTORS(I.E.,HOTS)SHALL BE LABELLED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE 4 SPEC ALL WO NS AND LOCAL,STATE AND FEDERAL JURISDICTIONAL CODES ORDINANCES AND APPLICABLE REGULATIONS. QS AND SMALLER&WWII`.........% IN. (3M BRAND,N INCH PLASTIC ELECTRICAL TAPE WiTH W PROTECTION,OR EQUAL).PHASE CONDUCTOR COLOR CODES CONCRETE NOT EXPOSED TO EARTH OR WEATHERSHALL-CONFORM WITH THE NEC AND OSEN. CHAPPELL ALL... S. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED•AND ARE INTENDED TO SHOW OUTLINE ONLY. OR NOT CAST THE GROUND: . SLAB AND WALL ..........„..».»..»%IN. 7,ALL ELECTRICAL COMPONENTS SHALL DE CLEARLY IABELEO WITH ENGRAVED LAMACOID PLASTIC LABELS.ALL - ENGINEERING6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES, BEAMS AND COLUMNS...........„I)i IN. EQUIPMENT SHALL BE LARELEO WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION,WIRE CONFIGURATION,POWER OR AND TABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AMPACTTY RATING,AND BRANCH CIRCUIT ID NUMBERS(II PANELBOARD AND CIRCUIT ID'S).- - ASSOCIATES,LLC - - 5.A CHAMFER�'SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,ONO,IN ACCORDANCE WITH A(0 301 SECTION � - 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S _ 4.2.4. IL PANELBOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE CLEARLY LABELED CIVIL•Structurai-Land Survejdng RECOMMENDA71ONS UNLESS SPECIFICALLY STATED OTHERWISE WITH ENGRAVED LAMACOID PLASTIC LABEL . B. INSTALLATION OF CONCRETE EXPANSION/YPFbGE ANCHORS SWUM BE PER MANUFACTURER'S WRITTEN RECOMMENDED � R.K. EXECUTIVE CENTRE B. IF THE SPECIFIED EQUIPMENT CADIOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD EDHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. - 201 BOSTON POST ROAD WEST, SUITE 301 - SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE.CUTT WITHOUT PRIOR CONTRACTOR APPROVAL MARLBOROUGH, MA 01752 WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN 10,POWER,CONTROL,AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR(034 508 481^7400 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDOR,POWER,Tt CABLES AND GROUNDING ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSIDN/WEDGE ANCHORS SHALL BE STAINLESS AWO OR LARGER), 800 V.OIL RESISTANT THHN OR THWI CLASS B STRANDED COPPER CABLE RATED FOR 90'C ( ) MPSON OR APPROVED EQUAL WET AND D OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,UNLESS OTHERWISE WWW.ChappellenglneBTing.COm CABLES AS SHOWN ON THE POWER,GROUNDING AND TELCG PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE STEEL OR HOT DIPPED GALVANIZED, EXPANSION BOLTS SHALL BE PROVIDED BY SI EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM.THE 7,CONCRETE CYLINDER TEST IS NOT REOUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS SPECIFIED. ACTUAL ROUTING WITH THE CONTRACTOR.AND/OR LANDLORD PRIOR TO CONSTRUCTION. QBC1905.8.2.3) IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; 11,SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (06 AWG OR 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS,CURBS,LANDSCAPING AND (A)) RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. - - URGER),900 V,OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,CLASS B STRANDED COPPER CABLE RATED FOR STRUCTURES.ANY DAMAGED PART_SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION (8)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. 90'C(WET AND DRY) OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,UNLESS OF THE OWNER. - FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYIJNDER"TE57. OTHERWISE SPECIFIED, OF 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL 8,AS AN ALTERNATIVE TO ITEM 7,TEST CYLINDERS SHALL BE TAKEN INERALLY AND THEREAFTER FOR EVERY 56 YARDS OF 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE,SHALL BE SINGLE CONDUCTOR - tyg�l CABLES AND OTHER ITEMS REMOVED-FROM THE EXISTING FACILITY. - CONCRETE FFOM.FACH DIFFERENT BATCH PLANT. 12 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. - QAVI 12.SUBCONTRACTOR SHALL LEAVE PREMISES W CLEAN CONDITION AND RETURN DISTURBED AREAS TO ORIGINAL CONDITIONS. 9, EQUIPMENT SK41L NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED, UNLESS IT IS VERIFIED BY 13. POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR,TYPE TO CABLE(134 C A 1S.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN,THE SUBCONTRACTOR CYLINDER TESTS THAT COMPRESSIVE STRENGTH WAS BEEN ATTAINED. AWG 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 USED,UNLESS OTHERWISE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS;TECHNIQUES,SEQUENCES,AND STRUCTURAL STEEL NOTES? - ,, - SPECIFIED. �170 PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, Q 1.ALL STEEL WORK SHALL BE PAINTED OR OA.VINRED IN ACCORDANCE WITH THE DRAWINGS AND METRO PCS SPECIFICATIONS 14;ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY F(j1S1�R�C. 14.SUBCONTRACTOR SHALL NOTIFY CHAPPELL ENGINEERING ASSOCIATES,LUC 48 HOURS.IN ADVANCE OF POURING CONCRETE UNLESS OTILERWLSE NOTED.5TRU L EEL-S A BE -- U LESS 0 E S D D 0 E S E S ECIFIC S 5'C 9OC ff CTURA ST H LL ASTM A 38 N TH RWI E N TE N 7H IT P HARGE E UAL LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 7 (,R(). Q ), ( Cy A7 OR BACNFIWNG TRENCHES,SEALING ROOF AND WALL PENETRATIONS AND POST DOYPNS,FINISHING NEW WALLS OR FINAL DRAWINGS,51EE1,DESIGN,INSTAUATJONAND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICW INSTITUTE OF STEEL. AVAILABLE). � ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. _ CONSTRUCTION(A1SC) 'MANUAL OF STEEL CONSMUCTION'. 15 CONSTRUCTION SHALL COMPLY WITH ALL METRO PCS STANDARDS AND SPECIFICATIONS 15.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,UL, 2.ALL WELDING SHALL BE PERFORMED USING E7OXX ELECTRODES AND WELDING SHALL CONFORM TD AISC AND AWS DIA. ANSI/IEEE AND NEC. - ENGINEER/LAND SURVEYOR DATE 18.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR To COMMENCING ANY WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE ASC'MANUAL OF STEEL WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CONSTRUCTION',9TH EDMON.PANTED SURFACES SHALL BE TOUCHED UP. 1& NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE IT IS A VIOLATION OF LAW FOR ANY PERSON, SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR UNLESS THEY ARE ACTING UNDER THE DIRFJCTION PROCEEDING WITH CONSTRUCTION. - 3.BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(Xy'0)AND SHALL HAVE MINIMUM OF TWO BOLTS 17.ELECTRICAL METALLIC TURING(EMT)OR RIGID NONMETALLIC CONDUIT(I.E.,RIGID PVC SCHEDULE 40 OR RIGID PVC OF A LICENSED PROFESSIONAL ENGINEER. UNLESS NOTED DTHERMSE.ALL BOLTS SHALL BE GALVANIZED OR STAINLESS STEEL SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 10 ALTER THIS DOCUMENT. - 17.THE EXISTING CELL SITES ARE IN FULL COMMERCIAL OPERATION, ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION, ANY WORK ON EXISTING EQUIPMENT 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USEW LXA.ASTM A 307 BOLTS(GALV)UNLESS NOTED- 18.ELECTRICAL METALLIC TUBING(EMT),ELECTRICAL NONMETALLIC TUBING(ENT), DR RIGID NONMETALLIC CONDUIT MUST BE COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN OTHERWISE. - (RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. REVISIONS APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL 19,GALVANIZED STEEL INTERMEDIATE METALLIC CONCUR(AMC)SHALL.BE USED FOR OUTDOOR LOCATIONS ABOVE 18.IF THEEXISTING CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH STEEL - - GRADE. LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY S.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH RISC SPECIFICATIONS, WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE TO BE WORN - 20.RIGID NONMETALLIC CONDUIT Q.E,RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE USED TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS, SOIL COMPACTION-NOTB'FOR SLAB ON GRADE: - UNDERGROUND;DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED ST1E WORK GENERAL NOTES' CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. -- 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE 21.UOUID-TIGHT FLEXIBLE METALLIC CONDUIT(UOUID-TITE FLEX)SFNLL BE USED INDOORS AND OUTDOORS.WHERE i.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. AS REQUIRED. VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 2.ALL EXISTING,ACTNE SEWER,WATER,GAS, ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE 2, COMPACTION ACCEPTABLE. AN INSPECTION AND WRITTEN CfRTITCATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR 22,CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR'TW-LOCA71ON 1 11/11/tO ISSUED FOR ZONING/CONSTR, ENGINEER IS ACCEPTABLE 0 11/01/10 ISSUtD FOR REVIEW PROTECTED AT ALL TIMES, AND WHERE.REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS - - - USED.SETSCREW FITTINGS ARE NOT ACCEPTABLE DIRECTED BY ENGINEERS,EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS 3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION,THE"UNDISTURBED SOIL'BASE SHALL BE COMPACTED WITH 23.CABINETS, BO%ES AND WIREYWAYS SHALL BE LISTED OR LARELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, AROUND OR NEAR UTILITIES.'SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW:THIS WILL INCLUDE 'COMPACTION EQUIPMENT',LISTED BETAW;TO AT LEAST 90%MODIFIED PROCTOR MA%1MUM DEHSIIY PER ASTM D 1557 23.CABINIEEE AND NEC. REV.�f DATE DESCRIPTION BUT NOT BE LIMITED TO A)FALL PROTECTION 8) CONFINED SPACE C) ELECTRICAL SAFETY D)TRENCHING AND EXCAVATION. METHOD C. UL,- 3.ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 24.CABINETS, BOXES AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE PROJECT NO, DESIGNED III JMT Sf11E 4..COMPACTED SUBBASE SHALL-BE UNIFORM AND LEVELED. PROVIDE S'MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN c 738.282 DRMwH BY. WIG AS SHOWN 4.IF NECESSARY',RUBBISH,STUMPS,DEBRIS, SOCKS,STONES AND OTHER REFUSESHALL BE REMOVED FROM THE SITE AND 3'LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH 10O9C PASSING#1 SIEVE, � -- 25.WIREWAYS�SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN � CHMX•O Src. JMT DISPOSED OF LEGALLY, - - - DOWNWARD;SHALL BE PANDUIT TYPE E(OR EOUAL);AND RATED NEMA I (OR BETTER)INDOORS,OR NEMA 3R(OR 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE BETTER)OUTDOORS. NAI_.RF: CTTF 5.THE SIZE SHALL BE GRADED TO CAUSE SURFACE WATER TO ROW AWAY'.FROM THE BiS EQUIPMENT.AND TOWER AREAS. COMPACTOR(SUCH AS BOMAG RPR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER (SUCH AS BOMAG BW 55E), - - - AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND 26..EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES.AND PULL BOXES SHALL BE GALVANIZED OR HYNO029C 6.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT -. COMPACTED AS STATED ABOVE. - EPDXY-COATED SHEET STEEL,SHALL MEET OR EXCEED UL 50,AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA BE PLACED IN ANY FILL OR EMBANKMENT. - - 3R(OR BETTER)OUTDOORS. NSTAR PHINNEYIS LANE 7.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE COMPACTION EOUIPMENi: - APPLICATION. 1. HAND OPERATED DOUBLE DRUM,VIBRATORY ROLLER.VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR, 27.METAL RECEPTACLE, SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED,OR NON-CORRODING; /y�/#3LF3,STRUCTURE HYANNIS SHALL MEET OR EXCEED LA. AN 514A D NEMA OS 1;AND RATED NEMA 1 (OR MITER) INDOORS,OR WEATHER 8.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE.EXECUTION OF THE CONSTRUCTION NOTES: - PROTECTED(WP OR BETTER)OUTDOORS. ' R/�r WORK,SKWL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE 28. NONMETALLIC RECEPTACLE, SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND RATED NEMA 1 #163, LINE#115, 115KV WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL.UTILITIES. SUD VERIFICATION: BCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, METRO PCS ANTENNA PLATFORM LOCATION AND UTILITY TRENCHWORK. (OR BETTER)INDOORS,OR WEATHERPROTECTED(WP OR BETTER)OUTDOORS. 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER.EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO.PREVENT EROSION AS SPECIFIED IN THE PROJECT 2.COORDINATION GF WORK. COMMENCING WORK CT 29,THE SUBCONTRACTOR SHALLTHE ACPOWER DISTRIBUTION PANELS. NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE SITE ADDRESS: - SPECIFICATIONS. SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. - 1338 PHINNEI('S LANE 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES,IF 3.CABLE LADDER RACK: 30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREWERS,CABLES AND DISTRIBUTION PANELS REQUIRED DURING CONSTRUCTION,SHALL BE,IN CONFORMANCE WITH THE LOCAL GUIDEUNES FOR EROSION AND SEDIMENT SUBCONTRACTOR SHALL FURNISH.AND INSTALL CABLE LADDER RACK,CABLE TRAY AND/OR ICE BRIDGE,AND CONDUIT AS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. HYANNIS,MAO2601 CONTROL REQUIRED TO SUPPORT CABLES TO THE NEW B75 LOCATION. 31.ALL ELECTRICAL'WORK SHALL BE PERFORMED IN ACCORDANCE WiH THE PROJECT SPECIFICATIONS, NEC AND ALL IT.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNACE IN ACCORDANCE WITH THE METRO PCS SPECIFICATION FOR SITE - APPLICABLE LOCAL CODES. DRAWING TiTLE: - -. SIGNAGE. 32. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT eLoc10ED.. GENERAL NOTES DRAWING NOo _ � GN - 1. GENERAL NOTES: //^�. 1. FIELD SURVEY DATE: 04/28/09. .. etr�ol \/S. 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF ON \ \ \ (NAaoBe)3.' HORIZONTAL DATUM: "NORTH AMEPoCAN DATUM OF 1883 Unlimit Yourself. (NAD83) 4, - - MAP 275 LOT 60 \\ F(5 4. SffE CONTROL POINT; CENTER OF TRANSMISSION STRUCTURE(<183 \ \\ wr \ 285 BILL.ERICA ROAD TOWN OF&119JSTARL£ \ LATINDE MV-40'-43.35'�NAD 83) THIRD FLOOR \ - \ BOOK 18155 PA0£15J \ N' LONmt)F-W.7P-18'-39.81 (NAD 63) \ \ \ CHELMSFORD,MA 01824 lb,. S. LAND OWNER 23 STREET TRUST ' � \\ \ \\ P,F 23 ELLIOTTturoTr sTRIZT TEL (978) 244-7200 w \\ • CEMERVIUE, MA 02832 FAX (978) 244-7240 6. SITE.NAME - NSTAR PHINNEY'S IANE HYANNIS .. .` MAP 275 LOT 2 / - I \ ` 7: SITE ADDRESS: 1338 PHINNEYS LANE. N/1• G� TOHTV HYANNIS,MA.02601 w r.., OF 84RNSTABLE MAP 27NIF F CHAPPELL 22 I - •OAP 298 LOT 47 - ` Q4 .\Y \ 8. APPLICANT: "MEFROPCS MASSACHUSETTS. LU1 a.T / ;� ` THIRD FLOOR BILLERICA ROAD ENGINEERING CAPE' COD AGGREGATES CORP. CAPE WO AC EGA S CORP THIRD FOOR IAA Of824 BOOK 6656 PA9£147 I LG CRT. 116997 ,;1j&,A e�vvt " MAP 274 LOT 5 , a 4. .JURISDICTION: TOWN OF BARNSTABLE ASSOCIATES,LLC �,> J � CMI-Structural-Land Surveying pHw '4s' „ TONN STifBIE' / LOT i I i� - 10. TAX ID: MAP 274 LOT 23 y g aVw\ •'`j�2;ti� ROOK OF 9 PACE TIE 11. DEED REFERENCE: - SK.4945 PG. 121 (BARNSTABLE COUNTY R.K. EXECUTIVE CENTRE REGISTRY OF DEEDS) 201 BOSTON POST ROAD WEST, SUITE 301 a`' \qy '•`R:,z. I {.�,• 12. PLAN REFERENCES: -TOWN OF BARNSTABLE ASSESSOR/GS MAPS MARLBOROUGH, MA 01752 w 20'W10£ACCESS fASEMFNI t \ .v .+�.a ORAAITOR:ANR80RSID£REALTY TRUST - (508) 481-7400 / 3 - d? J GRANTEE'HOTT aw RL7ILTY mwr I _ 13. ZONING JURISDICTION: RC(RESIDENCE G) www.ch0 ells \ r BOOR 5706 PACE 2J9 K< PP Trc]lTleef111g,com \OVYw \•`fie - 14. ALL UNDERGROUND UTILITY MFlIIRMATION PRESENTED HEREON WAS DETERMINED 14 RIES \ \ x 4 `"� � -+ J SHOULD 8E LOCATED IN THE FIELD PR10R TO THE COMMENCEMENT OF ANY SITE g o+lw /•,. - \ MSkR"t'1 ))i' 'L1TH II RO.W./JI3 'y". ` _•w.., "e^-n.t+ yrt ,•-� v� FROM SURFACE EVIDENCE AND PLANS OF RECORD.ALL UNDERGROUND LML "a uu;;cn+.vs..a..-•.;.ry aw rh..;.,.,:,-�"c7a�'.�.7 MAP 274 LOT J-J � WORK.CALL DICSAFE 1-BBB-344-7233 A MINIMUM OF 72 HOURS PRIOR TO w OHW` W OHW OHW 011w OHW OHW RM W OHW - OHW--- W \ 'rw S - LINES T20 d Izz !r5 Kv O PLANNED ACTlvrrc. •��Q. A•ig5, °`Yw iw N/F v W OHW -OHw oHw �--OHW �}v or+vr OHY1 15. THE PROPERTY LINES SHOWN WERE COMPILED URLIZING TOWN OF BARNSTABLE s'Sl \%w ''ttPROM 1 JOHN bIUS191 ASSESSOR'S PLANS, RECORDED OEM AND PLANS OF REFERENCE AS D I C A \ 80�( 12664 PAGE 19T 4�. �iw\ Ohw (v r+. � ♦�l = 274 Apr 23 I INDICATED,A COMPLETE BOUNDARY SURVEY WAS NOT UTILIZED IN THE °+w�� Z_ � MAP 2m/F !9 PREPARATION OF THESE PLANS.D'yw 0"w '�� 11-/ HARBAR W REM.�Y 7RWr HOTWATER RELTY TRUST 16. THE SITE IS LOCATED 1N FLOOD HAZARD ZONE C (AREAS OF MINIMAL � 1� PROP. METRO PCS 1— w- Q� !j 2J ELLIbTf STREET BOOK 560r A4CE 60 I FLOODING)AS SHOWN ON FLOOD.94SURANCE RATE MAP FOR THE TOWN OF 4vw WIDE ACCESS AREA FROM-w+w I C&WER LL& 1y,1 028� I BARNSTABLE,COMMUNITY PANEL 250001 MAP 0005C DATED O8/19/19B5. .3 Q706 <� PU�LIC O.W. • 0. 7 I BOL7K 4M PAGE 12J I 17, BEARING SYSTEM OF THIS PLAN IS BASED ON GRID NORTH.GRID NORTH WAS vQfi °PW Ji o pHW ,pr�W oHw oHw----o�w oHW oHw pHw oHw— ESTABLISHED FROM CPS OBSERVATIONS.R IS NOT INTENDED TO BE AN EXACT I wM 1 s A 7' H RHW O"W— REPRESENTATION OF TRUE NORTH. C0� w mlw - o WINE 115, 115oAV Irw" GHW^ "SSJONAI.��' w PROP, METRO PCS EQUIPMENT CABINETS— // 11 t Ito I MAP 274 LOT J-4 "�\ I WITHIN ll'—D*x17'-0'(187 S.F.) I LE, GEND � 1 t` N/F `�0pw. w w I x LICENSE AREA ON PROP. CONC, PAD LAAES 84, 25 KV SOPHI£R MARY ANN �'+• -�i . MUSHIAISKY — HW OH OHW OHW OHW - OHW OHW OHW—{—OHW OHW— ... ty�„ 1 ENGINEER/LAND D SURVEYOR DATE / BOOK 12864 PACE 193 - " `. w - ......._..�•-.;.,......._.. ,,, ETIQIT L6VL5 80Q 25 kV ..EXLSnNC ROW/FIRS - EER LAN - E is pHW— OHS OHWT—OHW OHW OHw OHW OhtY�OHW 1t PROPERTY LINE R ANY PERSON. A VWIATION OF LAW FOR A PERSON, L983 84A, 25 KV - — — — — — — — - ABUTTING PROPERTY LINE . ---1•-� -� . BQ5 DHW �H4Y OHYf--- UNLESS OF LICENSED PROFESSIONAL E ACnN0 UNDER THE ONEEDIRER 0.. .._ �. \ e:v HW14:: .•em s:•� ..,.YOHW H€LFCT711C ------ EXIST.EASEMENT A Ew. N 70 ALTER THIS OOCUM °?..aa.a.tCa•,L:........'i� BG�.- ..'+ta'J•`-'i�_3ilyw:r'�'J��-�:Iy',•1.: s,.,'.:::52'is.�i°. PROP. MEIT20 PCS PANEL MIIENNAS "• "�'Ci`' � L __!_: (1 PER SECTOR.TOTAL OF 3) MOUNTED M PROP. ` � —x x x EXIST.CHAIN UNK FENCE REVISIONS 100 CLASS 1(88'AGL) REPLACEMENT WOOD 1 ' CL J - EXIST.STOCKADE FENCE STRUCTURE J193 O 86'-0'A . � EXIST.EDGE OF PAVEMENT OHw CHW EXIST.OVERHEAD UnLnIES MAP 274 LOT 1dX0/ Nam• ) - OHw , OHw PROP, OVERHEAD UTILITIES COWONWEAM OF M45SACHUSETTs / P M4P 2744 /E LOT 18' J - 1J - T —T/E—T/E .PROP. UITLf11E5 /F 94RBORSIW REALTY - �a, EXIST. UTILITY POE / TRUST J � � f � � � � � 20NING BOUNDARY 1 I1/11/10 ISSUED FOR ZONING/CDNSTR. BOOK 4945 PAGE 139 ) MIP 274 LOT 16.X.01 I f 0 11/01/10 ISSUED FOR REVIEW 0 l �LTH aF aF � i I ZONING DISTRICT Rom. DATE DESCRIPTION �f LEGEND PROJECT NO. DESIGNm LM 111EISCAE' MAP 274 LOT' J 736.282 DRJ.YM ybn�j� TIMOTHY) HRLORON, M. RG RESIDENCE gflECK D"6Y 7yJ'V I BOOK 12575 PAGE 74 RESIDENCE F-1 Sf1E NAME: HYNO029C . NSTAR PHINNEY'S LANE BBUSINESS HYANNIS LAP 274 LOT t6XO1 ZONING INFORMATION RIW#343, STRUCTURE CWYONWEALTH sz °FSEM / _ _ #163, LINE#115, 115KV 11Ar '• — '-"" J ZONING DISTRICT. RG(RESIDENCE C) MAP 274 LOT I6X.01 J MAP 274 LOT 40-1 DESCRIPTION REQUIRED EKISIINO PROP. SITE ADDRESS: AVY N/F MIN.LOT MFA 05,000 SF. 1.67 AC, N/A 1336 PHINNEYS LANE COMMOMVEALTH OF MASSACHUSE775 -\ CAPE COD AGGRLTMS CORA N. LOT FRONTAGE 20, 361.11t M/A HYANNIS,MA02601 BOOK 74 PAGE 201 ! BOOK 18448 PACE 18 \ _ PROPEInY SETBACKS \ FROM 3D' 31.5'* 30.0'* DRAWING TITLE SIDE 15 133.8'f 19%5'* M4P 274 LOT 16.X.01 - REAR 15' B&5'* 112.7'* . Avr MAX HEIGHT 30, 74.5'* ee'* LOCUS PLAN COMMONWFALIH OF . NOTE: - - - 1.PROP. SETBACKS ARE TAKEN FROM THE CLOSEST POINT FROM EQUIPMENT TO PROPERTY LINES. DRAWING NO LOCUS PLAN ALL DEED AND SCALE 1'-ea'-(r C-1 - ARE FILED WITH THE BL BARNSTABLE COUNTY _.— REGISTRY OF DEEDS 0 30' 80' 120' .ISO' ` . / NOTES: AMP 274 tars " *:. ��� ) . - oNq. off, NEE _ MAP 274 LOT 22-1 ) AAAP 274 LOT 22 1. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONFROI SURVEYS r lOWN OF BARNSTABLE w -�. \�\ 1 AND MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. Li00K 2560 PACE tG6 PAVED �'H7D£ACCESS EASET4ENT _ CS CAPE COO AGGRfOATES CORP. 2 ALL DIMENSIONS SHOWN TAUS f ARE APPROXI1JAlE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS �w sr. \ BOOK 6656 PACE 147 Unlimit Yourself. \` �- \ _ •;;�; DRRE GMFM.WROOR57DE REALTY TRUST _ AND ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK,COMPACTOR TO VERIFY ALL DIMENSIONS WITH GRANTEE:NOTWATER REALTY TRUST - PROJECT OWNER.PRIOR T0.CONSTRUCTION. \ BOOK 5706 PACE 2-V \ - ,S NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE NORTH. PRIOR TO,THE START OF \ :•, +, + r� CONSTRUCTION,ORDERING OR FABRICATING OF ANTENNA MOUNTS,CGMRAcTDn SHALL CONSULT wrtH 2B5 B{LLERICA ROAD 04,, "^....n. 'h'a :::=•....-�r:�;t.;..::.-;r '•' ^-,�.+, -n i,,sp,^e-• :-.„z,-n..s-.�4rr.,.a.. AMP 274 LOT.3�3 \ \\ / g7j23 •• •• .. :^�`T PROJECT OWNER'S RF ENGINEER AND FIELD VERIFY ALL ANTENNA SECTOR LOCATIONS AND ANIFNRA AZIMUTHS, THIRD FLOOR 0 0 - _ \ / ' �- 1 NSTAR ELECTRIC COMPANY R.O.W.,�,74d CHELMSFORD. MA G1824 l 4. THE CONTRACTCR AND.OR HIS SUB COMPACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS SOPHI£J. $•W A1115NINSKY \ ��` 1 C - AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORx BY THE ARCHITECT/ENGINEER,THE STATE, TEL (978) 244-7200 BOOK 12664 PAGE 191 Oy+M, otiW - COIR411'OR LOCAL gOVERNMENT AUTHORITY. FAX (978) 244-7240 . TRAA5MI551OH \ _ B. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADID ANTENNAS TRANSMISSION LINES AND SUPPORT STRUCTURES. OHW Hw o-�l:' onv aH — . OHW S�2i OW oxw off 6, COAXIAL CABLE CONNECTORS AND TRANSMITTER CONSTRUCTION D UMEN.S PROVIDED BY THE PROJECT - - CHAPPELL OWNER AND IS NOT INCLUDED IN THESE CONSTIiUCTIDN'DOCUMETITS. A SCHEDULE OF PROJECT PROP:METRO PCS \ b�/ - _ / /----- `bL- LINES 120& 122, !15 KV OWNER SUPPLIED MATERIALS IS ATTACHED TO THE BID DOCUMENTS(SEE EXHIBIT 31, ALL OTHER EQUIPMENT CABINETS WITHIN - HARDWARETD BE PROVIDED BY THE CONTRACTOR,CONNECTION WARE SHILL E STAINLESS STEEL ENGINEERING 11'-O X17'-T LICENSE AREA A-3 \ L _ c- awy�Cd g oxw--�- oxw Oxw Hw oHw oHl— 7, WHEN'PAINT TO MATCH'IS S D FOR ANTENNA CONCEALMENT,PANT PRODUCT FOR ANTENNA ;® —_ASSOCIATES RADOME SHALL BE SHERWIN WILLIAMSLIJAV COROTHANE II, SURFACE PREPARATION AND APPLICATION SHALL . LLC BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND PROJECT OWNER'S GUIDELINE'S. Civli•Structural-Land Surveying \ ,� e, COORDINATION,LAYOUT,AND FURNISHING OF DONDUTT CABL.EAND ALL APPURTENANCES REQUIRED FOR / Qe ®\ 1 \ PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE PROP. METRO PCS PANEL ANTENNAS R.K. EXECUTIVE CENTRE (1 PER SECTOR,TOTAL OF 3) RESPONSIBILITY OF THE CONTRACTOR, 201 BGSTON POST ROAD WEST, SUITE 301 / ,/ I , MA 01752 AWAITED TO PROP. 100' (BB'A.G,L) 5 1 � �\ �•C i hr ��f � � 9, ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND MARLBOROUGH REPLACEMENT WOOD STRUCTURE 5-1 A-4 1 / \ I % I �' \ SPECIFICATIONS, (508) 4111-7400 #9175/21D 0 8BI A.G.L. �\ www.chappellenglneerirkg.com n -w �'� ���••.!!! \ 1 \ ♦ 10. ALL(EMCTUE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTLRIES WHERE ENCOUNTERED IN THE WQRK,SHALL `� \ 1 \ BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE �• 1v PRDP. U/G MOD.RUN RELOCATED AS DIRECTED 8Y ENGINEERS,EXTREME CI ITION SHOULD BE USED BY INC CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UIIUIIIS. CONTRACTOR SHALL PROVIDE SAFELY TINNING FROM EXIST TELCO DIgMARC opw FOR THE WORKING CREW. �C�..E-t,WITHIN 3'WIDE AREA 11. ALL(E)IIVACTLVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE NBIH THE EKECUTION � DAV D A `,I OF THE WORK,SKAU.BE REMOVED AND/OR-COPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH \` OlfN' - _ - / / I 1 I / WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF UTILITY COMPANY � � C y.L n OHW �\ I IlIL4P 274 LOT 2J \` 1� ��\ ENGINEERING. AMP 274 LOT 19 12, THE AREAS OF THE PROPERTY DISTURBED BY 114E WORK AND NOT COVERED BY THE EQUIPMENT,DRIVEWAY OR IARBORSM REALTY TRWGPAVEI,SRWJ.BE GRADED TO A UNIFORM SLOPE,FERTILIZED,SEEDED AND COVERED WITH MULCH UNLESS - Q w/ I �" 23 aW7T S71PEtT N� ' \ OTHERWISE.NOTED. �- .�` CENTER= ITN 00M NBOOK WOO PACER60� _ 'rS' A� �jQt(,��f-pA( I•r7 _ i 13. THE CONTRACTOR SIWL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES �,t\.�nGIS S�`.If`�. etSy DURING CONSTRUCTION,. -C uIONAt•"� PROP. METRO PCS 10' o APPROX. LOCATION OF EXIST. 14. PER FCC MANDATE,ENHANCED EMERGENCY(E911 SERVICE IS REQUIRED TO MEET NATCNWTDE STANDARDS FOR WIDE ACCESS AREA WIRELESS COMMUNICATIONS SYSTEMS,PROJE _O ER'S IMPLEMENTATION REQUIRES DEPLOYMENT OF / REHAR H '�! COUNTERPOISE(SEE NOTE) EQUIPMENT AND ANTENNAS GENERALLY DEPICTED ON THIS PLAN ATTACHED TO OR MOUNTED IN CLOSE PROX. fJ ' I FROM PUBLIC R.O.W. o ( t( ( - TO 714E BIS RADIO CABINETS. PROJECT OWNER RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS { I I I N W` 70 E911 EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS. 94P 274 LOT 3-4 - h / ouw 1 oxw OH �Hw oxw OHw oxw oxw OHw oHY+— c- - °yw / - \_ - 15, THE TOTAL IMPACT AREA OF THE DISTURBED CONSTRUCTION SIZE IS BOUNDED BY THE'LIME OF WORK'u ENGINEER/LAND SURVEYOR DATE _ SOPHIf,4 AL4RY ANN PROP. METRO PCS - SHOWN HEREON,THE MAXIMUM AREA OF DISTURBANCE WITHIN THE UMT OF WORK IS APPROXIMATELY 2,064 1 4 / °'yw l ' T. 1 r L GRAVfL 11 LINE,/115(115!M � SQUARE FEET.THE PROJECT IMPACT AREA IS.BELOW THE EXEMPTION THRESHOLD OF 43,560 SQUARE FEET IN MUSHlNSKY 5'WIDE COAX AREA T 40.CPR PARTS 9,122-124 AND THEREFORE IS NOT SUBJECT TO REGULATION UNDER,THE EPA OR BOOK t2ss4 PACE 193 O 1 1 PUS °w'w Or w PROP METRO PCS 3w r —^ OHw �fSj9� NSTA s O w—Cr -ON R IS A VIOLATION OF LAW FOR ANY PERSON, �\ ! 4IRUCTUA£ I I T 63 1 - - - - -- STATE-MANAOED NPDES GENERA.CONSTRUCTION PERMIT PROGRAM.THE PROJECT OWNER'S GENERAL UNLFSB THEY.ARE ACTING UNDER THE DIRECTION hW\ \ WIDE UTILITY AREA CONTRACTOR SHALL CONDUCT ALL SIZE ACDTPCPMEM WORK IN A MANNER THAT DOES NOT EXCEED 714E of A LICENSED PROFESSIONAL FNOINEFA. I OHw---1-1�+ OvfN OHw ONw---CHW OHw Oft OF.w OHw—•—aHw oHw LIMNS OF WORK SHOWN ON THE PLANS. A MANNER THE PROJECT OWNER'S IN GENERAL CONTRACTOR SHALL TO N-7ER THIS DOCUMENT. CONDUCT ALL CONSTRUCTION ACTIVITIES M A MANNER THAT DOES NOT RESULT IN STORM WRIER DISCRTANCFS - O PROP. U/G ELECTRIC RUN FROMWITH AN ADVERSE IMPACT ON ANY STORM WATER COLLECTKIN/COWEYANCE SYSTEM,WETLAND,WATER BODY. PREVISIONS d' I EXIST. STRUCTURE/8157/210 - OR OTHER WATER RESOURCE AREAS. !! E-1WITHIN 3'WIDE ELECTRIC AREA T6 CLF (f LEGEND PROP. B' 7 . 1 0 I I f . 1 ARBORVRAES (IYT.) A-4 oyV / I o UP/917611 I I F1 1 ( KV) LINE B4 25 ` "J„•:�. O J.r II I..., OIIW OHW OHW f OHW— --OHO' OHw— -OHW OHW OHW O•Iw—. ,�,-r-s f,.• .�T.:t.,.�.?f 4 7.?';r - x �=+-�-�-L'0�--L'T-+��''-s' -' EXISTING ROW/EASEMENT V%a•` 0A1v\ 1 f 1 +` R I 11 - - - — _ — — — - ABUTTING PROPERTY LINE `,.... 1 J I II 1L _ PRRPER'IY OFFSET LINE 1 71/71/10 ISSUED FOR ZONING/CONSTR. oMM,I fF000 - \ � LV - LINE�808(25 XL'J EXIST.C1iAIN LINK FENCE D 11/01/10 ISSUED FOR REVIEW _ � POLE r 1 o-xw- T sr �- HW OHW \oHw- oxw oxw DHw- —poxw oHw oxw— r ZONING BOUNDARY REV. # DATE DESCRIPTION J f�•t� / I )f \\ TOWN LINE '�C\ +-_f PR0.41CI N0. OFSIDNDI Bf: JILT HYDRANT I / HYDRANT 730.282 DRWNx er. HMC 1" 20' � 1 �l �7�V I 1 L cxECK'D Bn JILT DRILL HOLE UP/91B1 1 L LINE IBM(25 SITE NAME: ! OHW =exroY onw -oxw Ol:w OHw oHw STONE/CONC,BOUND ! / "°HW—r--oLw °Hw HYNO029C y / AVED p •-'•:+:•' �7�T4'!ly,;,:;F!„:. NSTAR EIECTRIC.mUPANYR,O,W. 34J _ IElDO MANHOLE L \ -� ---�- �::h• . >;�-. ..,.: NSTAR PHINNEYS LANE SEWER MANHOLE 4'CLF. ® WATER MANHOLE HYANNIS. ' �• // // . l // !1 !f 1 STORY-, ® DRAINAGE MANHOLE RJW#343,STRUCTURE WOOD I STORY NOD& ❑ CATCH BASIN #163, LINE#115, 115KV GAS VALVE WATER VALVE SITE ADDRESS: GRAVEL \\� �P 274 toms -' 1338 PHINNEI^S LANE . i' Awl ' 1 � N/A HYANNIS,MA02601 / - 1 - 1MRBORWRIF REALTY, y ?d& 1,i' 1/' i 45SACE 139 _DRAWING TITLE: ------------- ! f _ MAP 274 LOT 16.X.02 i , - 1 --75 :- ---^ SITE PLAN&NOTES - TIMOTHY J."� POINT WAtORON, m. ,,, ' - �.,, - _ - - SITE CONTROL- - BooK 12575 PACE 74 / /J NOTE: r\ - /,/ ) CENTER OF J \! NAD 83 IATI TRANSMIAV-40TT 43,35' 1163 .DRAWING N0: HAD 83 LONGITUDE W.70•-18'-39.61' IF EXISTING COUNTERPOISE IS FOUN10 TO BE TRUE NORTH BROKEN OR DAMAGED,IT SHALL BE REPAIRED C A SITE PLAN - ^ A REPLACED 8Y THE COMTA IN ACCORDANCE WITH NSTAR STANDARDS AND SPEC. IF COUNTERPOISE IS ENCOUNTERED SCALE 1'=20'-D' C-4 - - _ DURING CONSTRUCTION WITHIN THE LEASE - AREA.RELOCATE OUTSIDE OF THE LEASE AREA - - 0 10' 20' 40' 60' - - DESCRIPTION OF LEASE AREA ..(` ?YCRtan.:.'y�,.- r -"-. •"..-^,f.7,?,F�T`+.+e� r,�s F '',+'r..�• .#4�. EDGE OF NSTAR ELECTRIC CO, R.O.W. #343 LEGAL.DESCRIPTION OF LEASE AREA FOR MEMO PCS LOCATED OFF'PHINNEY°S LANE,HYANNIS.MA'ON . EDGE OF NSTAR ELECTRIC CO, R.Q.W.#343 - - - A PORTION OF PROPERTY OWNED BY HARBORSIDE REALTY TRUST,REFERENCED AS TOWN OF P(\/^�� . BARNSTABLE ASSESSOR'S IMP 274 LOT 23. metro! \/S. 03,. 4 - A CERTAIN TRACT OF LAND SITUATED ON LAND OF HARBORSIDE REALTY TRUST.LOCATED EASTERLY OF Unlimit Yourself. - - N31'32'57' PtgN%S LANE;N THE TOWN OF BARNSTABLE,COUNTY OF BARNSTABLIi COMMONWEALTH OF . /�/ y -154 MASSAf0il1SLT15 AND AS SHOWN IN THE CONST UCTION DOCIBAENIS ISSUED BY CHAPPELL ENGINEERING STRUCTURE /%R TRANS '\ ASSOCIATES,LLC,ENTIRED-4NSTN1 PHNHEYS UANE HYANNIS',DATED 11NOVENDERIO AND REFERENCED 321 / / STRULTURE g.e N90'OQ'00'E ,��- OJ.E, AS'SHEET L-I'ANO BONG MORE PARTICULARLY DESCRIBED AS,FOLLOWS; 285 BILLERICA ROAD #321Q # ` ® P. 7' �� THIRD FLOOR 13.70' the southern at J pair 1,Bald paint being N0T10'32'E 11&11 hen from a concreb bound located an ,, ��y'\•/ - I.1 aS ..16.50' - w soulMm edge of the NSTAR right of ray, OTEL (9 8) 244-7200HELMSFORD. MA 4 N916,5001Y Them,running N5Sw`03'W a d;atenas of 11.00 feet to a Point; 4 �^� % �, - s31'32S7 FAX (978} 244-7240 ..// Therlc0.runnh;p NSI'3757'1:odittonce of 17.00 feet to o pout; - \ 4.3 - Theme,running S5WO3'E a diatom of 11.GO feet to a paint; . POINT OF Thence,running S31'32'57'W a distance of 17.DO feet to the point of beginning. POINT OF BEGINNING The Area described obave contains 187 Sq=m Fast of area mom or less ' ' BEGINNING CHAPPELL PGINT of QQAu, L LEGAL. DESCRIPTION OF COAX AREA ENGINEERING BEGINNING SCALE: 1'- I G'-O' POINT OF - SCALE; 1'= 10'-0' LEGAL DESCRIPTION OF CONE AREA FOR METRO PCS LOCATED OFT'PTONNEI"S LANE,WARNS,MA'ON - BEGINNING A PORTION OF PROPERTY DWNED BY KARBORSIDE REALTY TRUST,REFERENCED AS TOWN OF , ASSOCIATES,LLC BARNSTABLE ASSESSOR'S MAP 274 LOT 21 CJVJJ'Structured-Land Surveying A CERTAIN TRACT OF LAND SIUATD ON LAND OF WBORSIDE REALTY TRUST.LOCATED EASTERLY OF _ PHNNEYS LANE,N THE TOWN OF BARNSTABLE,COUNTY OF BARNSTABLE.COMMONWEALTH OF RX EXECUTNE CENTRE ^� 'MASSACHUSETTS AND AS SHOWN N THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL ENGINEERING 201 BOSTON POST ROAD WEST, SURE 301 PROP. 11'07' (187 S.F.) PROP. 11'%I7'(187 S.F.) ASSOCIATES,LLC.,ENTITLED'NSTAR PHNNEYS LANE HYANNIS',DATED IIFAVEMBERIO AND REFERENCED t / - / IAARLBOROUGH, MA 01752 LEASE AREA-SEE DElAB. -- v LEASE AREA AS'MEET L-1'AND BEING MORE PARTICULARLY DESCRIBED.AS FOUAIVS: (506) 481^7400 I Beginning of 1 po'ud,said polnl being N04'54'231p 115,36 feet foam a concrete bound located on vilwehappellengineering.com Ne soul edge o}the SEAR right of Nog + - 1 Thence,running NOWWOVE o distance of 5.00 feet to a paint; - TRANS. + - TRANS. { Thence,running NOCDO'00�o distance of 13.70 feat to a point; 4b STRUCTURE I rr' - - - 4 STRUCTURE 1 PROP. 5'WIDE CQNf_ #163 1 #163 AREA-SEE DETAIL Thence,running S5W27157E a distance of OD fad to a Petri; '��10F tltiq�, r,l o{ Thence,running S56'2YQ3'E a distance of 6,00 feet to a poMt f - - 4{ - Thence,running S31 32Y57W a distance of 4,34.feet to a pdn% •� 1;_ 1 Theme,amning Ng0'00'ODYY a distance of I&SO feet to the palyd of beginning. Q I.t�AVI^sI ct�. The ken described above contains 80.21 Square Fact of area mom an leas. CT"AF-3 CTY1, O �!� 1 Also Included vttNn the above coaxial area Is the pwUon of vertical coaxial area ascending the Nst r CI�I --1 Electric Go=transmission structure#80 to the proposed antennae mounted of a helght of 140.0' C 0.1 7 are be attached sold r,. ¢_ � ° LEGAL DESCRIPTIONa OF a UTILITY taAREA structure. O Fcrs�I V� w 1 z 1 LEGAL DESCRIPTION OF UTILITY AREA FOR METRIC,FOS LOCATED OFF'PHNNEYS LANE.HYANNIS.Me ON �Ssj G��7 A-P.ORTIOH Of PROPERTY OWNED BY HARBORSIDE REALITY TRUST,REFERENCED AS TOWN OF NAQ i` �L• BARNSTABLE ASSESSOR'S MAP 274 LOT 23 `"'D��•.r., EDGE OF NSTAR ELECTRIC CO.R.O,W, 343 �c',v,1 EDGE OF NSTAR ELECTRIC CO.R.O,W. 343 LAND SITUATED ON IldfO OF HARBORSIDE REALTY TRUST,LOCATED fASIQtLY OF - + A CERTAIN TRACT OF CONCRETE FUND?rr. 'r>a.Jra%Lrt::£3;Sjt'y.'y.`.' :3 :n�i.J_t"1z":. .: .Y., �..alr:a_�-n•..,•:_.. s r,--....s'>o,-.L%i-r,.sj. h:':•+.r:z... r••:.,�,s:..,:;• BARNSTABLE. _ - �_•„•,e1,i,y •'Lra,Y. .a;y':,r.,.<-.'.•••,',�wy,; •�•:irrti .�u ,r' � CONCRETE BOUND�---`1 Lam., L''e:L,S;x-;•'c•.�•••"t•::y_-•a�v�T 4' -,� •y-,:Je,, �..:'s'rr r,L4.' 'i:t ti+ PHINNEYS LANE N THE TOWN OF B RNSTABLE.CWI4TY OF BARNSTABLE,COMMONWEALTH OF MSSACHUSETTS AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL ENGINEERING - ENGINEER/LAND SURVEYOR DATE - LEASE AREA 1 COAX AREA ASSOCIATES,>�"ENTITLED'NSTAR PHINNEYS LANE HYANNIS'.DATED 11NOJEMBERIO AND REFMCED AS'SHEET L-l'AND BONG MORE PARTICULARLY DESCRIBED.AS FOLLOWS; IT IS A VIOLATION OF LAW FOR ANY PERSON. . - SCALE;1"-- 30'-0' L-1 SCALE;1" 0 30'-0" 11 L-1 UNLESS THEY ARE ACTING UNDER THE OIROCTION Beginning at o point,eatl pelrt being NOS28'33'E 56.12 feet from a concrete bound located on the OF A LICENSED PROFESSIONAL ENGINEER, southern edge of the NSTM right of soy, TO ALYER THIS DOCUMENT. 0 15' 30' -60' 90' - 0 15' 30' 60' 90' Thence.running NOQ37'25'W a dlslance of 3DO feet to a point; "��.�., '•:;i `•:�p� Thence,runrJng N8g"22'35'E a dlslance of tO.eS feet 10 a polo!; REVISIONS (,• .;„-.3•.:, .. L. -- --:nR•. -.r:rT•?'!,T..^_,:..:v+S??r•-;.y;T,^{.,.%:;'I,rT.: Thence,running N0000'OO'E a distance of 50:74 feet to a point v t/ c �'•'�"'•TI'�'�'1''''�^r''•a°'�`.'Tt:, Thence,running E58'27'D3Y1 o distance at 9.Bp lest to a petnt; EDGE OF NSTAR ELECTRIC CO. R OA#343 The=.running N31'32'57'E a distance of 3.26 last to a point: r� .Thenae,njhdng S58'2rB3'E a distance of I t51 feel to o point; •kd'- Thence,lunntng SDa'00'00'W o distance of 55.66 feet to a pointy r TRANS. r Thance,running SB9'17'SO'1Y a distance of 22.62 feel to the point at beginning. 3_j� W 3�� a STRUCTURE ) �r 6 y TRANS. �6 i _ #32.1 TRANS. The Area described above contains 257.86 Square Feet of area mom or less. STRUCTURE - STRUCTURE - LEGAL DESCRIPTION OF UTILITY AREA CTELCO) �� ® #321 ^� PROP,3'WIDE ®S)3•S� ` ,fr ® #321 - LEGAL DESCRIPTION OF UTILITY AREA FOR METRO PCS LOCATED OFF'PHINNEYS LANE,HYANNIS.IM'ON �( UDU TY AREA' J,p05sle Q ' S5IT27'D3' A PORTION OF PROPERTY OWNED BY µARFORSIDE REALTY TRUST.REFERENCED AS TOWN OF 1 11/11/10 ISSUED FOR ZONING/CONSTR. (1ECC0) /vr tY 14.60 BARNSTABLE ASSESSOR'S MAP 274 LOT 23 J J ,g�,,o• 0 11/01/10 ISSUED FOR REVIEW A CERTAIN TRACT OF LAND SITUATED ON LAND OF HARBORSIDE REAM TRUST.IDCA7ED EASTERLY OF y PHNNEY'S LANE,IN THE TOWN OF BARNSTA6lE,COUNTY OF BARNSTABLE,COMMONWEALTH OF REV, ff DATE DESCRIPTION �•a� MA.SWHUSEit.AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL LINGINEERING PROP. 11'x17' (167 PROP. 11'07' (187 xe b,JJ, 1201' .;f\ o�\moo ASSOCWTES,LLC.•ENW ED'NSTAR PHINNEYS LANE HYANNIS',DATED 11MOVIDABERIO AND REFERENCED PROFLf xD OfslOxm er: na s01[E S.F.)LEASE AREA S.F.) LEASE ARE �b�!/fix' N5BK7'03Yf �� ) AS'SHEET L-1'AND BONG MORE PARTICULARLY DESCRIBED AS FOLLOWS; DRAWN ee Ngc !R Ol i 736.282 AS SHOWN _ / b Beginning of o point cold ppolat being NO'F16'32'E 11&11 feel from a concrete bound located on CHEND St W ACCESS POINT OF // a' I I` : 10' the southern edge at Re PSIAN Fight of Wany. _ BEGINNING �i JJ1 5 z I � A��AREAEA� 'A Thence,running N31.32'57E a distance of 39.21 feet to a point; - _ SITE NAFAE:X. J. / 10.So'• I I Ic'•'„I Theme,mAnUp NInWOS"E a alstams of WAS feet to a point; � HYNO029C l !'s 6r 1 Thence,running S7Y5VWE a distance of 3.00 feat to a Islet; Thence,running SI0705'06'W a distance of 00.00 feat to a point NSTAR PHINNEY'S LANE 4 31'3'S /^ � 4 //r'� ew /y�A• I J N89'10'25"E Thence,running S31'32'57vW a distance of 30.62 feet to a paint; 3.2fi 17, \ _ / sir,,)• .'•>'�'1 5,81' Theme,running NSIr27'O3"W a dlstanee of 3.00!eel to tln,polnt of beginning. HYANNIS p� 'AWME>�A N t \ yf?rOJ / / A. �` ^,I_ The Ama described oboe contain 290.44 Square Feel of area moro or Lem. R/W#343, STRUCTURE (ELECTRIC) LEGAL DESCRIPTION OF ACCESS AREA #163, LINE#115, 115KV LEGAL DESCRIPTION OF ACCESS AREA FOR NErRO PCS LOCATED OFF'PµINNEYS IANE.HYANNIS,M4' TRANS. _ - TRANS, 1 i\0'77/' TRANS J ON A PORTION AssE550OP MAP OWNED 74 B 23.ROORSIDE REALTY TRUST.REFERENCED AS TOWN OF . It, STRg 3 RE I�n l l w o l V STRUCTURE r 4 STRUCTURE + N58'27'03'W � SITE ADDRESS: z, Z$I i' b #183 +w #183 J A CERTAIN TRACT OF LARD STIMTED ON LAND OF HARBORSIDE REALTY TRUST.LOCATED EASTERLY OF 1336 PHINNEY'S LANE PHNNEYS LANE,IN THE TOWN OF BARNSTABLE,COUNTY OF BARNSTABLE,COMMONWEALTH OF - j E - WSSACHUSEITS AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED BY CIUFPEU.ENGNEERNO HYANNIS,MA C126011 I v 19.f15'�I 1 PROP. 11'1i17' (187 ASSOCIATES,U.C.ENTITLED'NSTAR PMINNIFYS LANE HYANNW,DATED 11NOYEMBERIO AND REFERENCED o _ 1^ S.F.) LEASE AREA 1 v�j AS'SHEET L-1'AND EDNO MORE PARTICULARLY DESCRIBED AS FOLLOWS; y d^ 01� DRAWING TITLE: POINT OF 22•62 t/" POINT OF I r, Beginning at a oa1nL sold point being Na8'31'38'E 12252 feet from a concrete bound located an BEGINNING is09'1T50�Y o BEGINNING + ' the no am edge of the NSTAR right at Nay. a1 Thence,running N31'32'S7"E a distance of IOAn feet to e Po1nU LEGAL PLAN ¢z - 7 m - ° 10 Thence,running S56'27'131I a distance of 10.50 feet to a point; Thence,running NBTJW25*f a dNrtonce of 5.01 feet to a Poinb all I � Li 1 Thcnce.running r400�'35W a distance or 45.15 teat to a polo! Them,running 100'17'10'W a dsance of 23.04 feet to a point; tat:z g + EDGE OF NSTAR ELECTRIC CO. ''"• + EDGE OF NSTAR ELECTRIC CO. '�`r' + Theme,running IN.59'27'DSV a distonm of 12.01 fast to o point; rya+.-....,I '9c_ 1 �'' Thom,running N2g'55'24'E a dfetaece of 10.D0 feet to o point; - < R.O.W.1a43 - c- T. R.O,W.#343 < r - EDGE OF NSTAR ELECTRIC CO.R.O.W. 343 DRAWING N0: CONCRETE BOUND- =�r•1r :c?`?L:i`.r.�'.Siea".:.;a3�•' CONCRETE BOUND�"'�'v��"L•:"'•,sei"v;w:i'•' CONCRETE BOUND �'111'3:,=ice:L?`u;3;sy'y-;',••,:y±-•' :I_,'..v- - a..:+:r'::.:."sr Thence,manning S56'27'03"E a distance of 29.B11 feet to a point; .`'�'t'°"`�-%_�2�. 'a""'�`•`IL""w�•` ''"`Y'�'"=s"'""� Thence,running S10'17'10'E o distance of 29.OI teat to o point; - UTILITY AREA ELECTRIC s UTILITY AREA TELCO + ACCESS AREA 6 Thee,running SW3025'E a distance of 57.81 feet to a point •//�\\ Theme,running S69'30'25*T o distance of 13,r feet to a point; I The ng ce at SCALE t'=30'-0" L-1 SCALE 1' 301 L-1 - SCALE:1" 30'-0" L-1 TheheAma dn1esgfied ohms contains 1,�154.8B1Squaree Feet al areo mo to W point re or less. L 0 15' 30' e0' Be 0 15' 30, 60' 9cr - - 0 15' 30' so, GO' - PROP. IV HIGH S 1 J WHITE VINYL FENCE A-4 PROP. U/0 IELCO RUN FROM 5 i �! I �'� metroPCS PROP.S) EXIST 13E'WIDE TEI.CO AAWA ETIHIN -1 d) J nlimit Yourself. ARBORVITAES A 4 1 f 285 BILLERICA ROAD PROP.METRO PCS THIRD FLOOR EQUIPMENT WITHIN PROP. - / $ / I�r z ,1'-DSL17'-0' LICENSE AREA A 3 / / I CHELMSFORD, MA 01824 m TEL(978) 244-7200 FAX (978) 244-7240 PROP. METRO PCS 3 COAX ICE BRIDGE A-4 \ PROP. METRO PCS GPS GSM 5 CHAPPLELL aYw ANTENNA MOUNT D TO / / Al2 PROP.ICE BRIDGE A-4 I ( ENGINEERING \ :;,;•''.,.�� I .r I ® �ASSOCIATES,LLC PROP. METRO PCs 10.0'I»- Civil Structural-Land Surveying WIDE ACCESS AREA I FROM PUBLIC R,OA R.K. EXECUTIVE CENTRE (f 201 BOSTON POST ROAD WEST, SURE 301 MARLBOROUGH, MA 01752 oHw a �1`• // �`. r 1� (508) 481-7400 www.ch°ppellengineedng,Com PROP. 10'WIDE I %w w o 1 11 DOU8LE SWING GATE PROP. METRO PCS 5' ° � ------ -- '+ / "' P / � zI OHW � DAVI WIDE COAX AREA oHw GHw W Ilk Dw OHW OHW oHW o W Q Ir ` PROP, METER I U I F c ww\ i Al•FNG\ G w °rywEXINK qyw\ 4 \ MAMMON a+w RE STRUCTURE 116J I LII - _ E/lISDl5v oHw— ENGINEER/LAND SURVEYOR DATE OHW Ow OHW OHw CHW oHW HW oHw oHw � —� R IS A wOUTION OF LAW FOR ANY PERSON; - _ PROP. METRO,PCS PANEL ANTENNAS - - UNLESS THEY ARE ACTING UNDER THE DIRECTION (1 PER SECTOR,TOTAL OF 3) MOUNTED 70- OF A MCENSFD PROFESSIONAL ENGINEER. A-4 S-1 PROP. IDO'CLASS 1 (BB'A.G.L) REPLACEMENT � To ALTER THIS DOCUMENT. °Hw WOOD STr4JmRE/163 0 86'-0'AG.L( �C APPROX.LOCATION OF 4 FV ST �IZ I I EXIST. COUNTERPOISE REVISIONS NS . oyry ( � 1 I � IlNE p u flaw - o w OH DFrw OHW ONw---oHW OHW�--- Oflw �� OHtl! , DHW OHW W oHW OHW -°NW CUw w I I 5 PROP. U/G ELECTRIC RUN FROM EXIST. STRUCTURE 19157/210 EXIST. 6Y- EXIST. GUY ANCHORS - i E-1 WITHIN 3'WIDE ELECTRIC AREA 1 11/11/10 ISSUED FOR ZONING/CONSTRo V I - 0 11/01/10 ISSUED FOR REVIEW REV. DATE DESCRIPTION I 1 may` UO/E UO/E/T UC/E/T _ I i\ fhtQ7 HO. DRAWN liY.� 7.j • NWC E /I C 73R.2D2 AS SHOWN CHECx'0 Ri:,� JNf Qvw J \ � I SITE NAME: I mow\ HYN0029C IXfST. YtR 1MJT � . NSTAR PHINNEY'S LANESH HYANNIS R/W#34 STRUCTURE x- #163, LINE#115, 115KV SITE ADDRESS: 1336 PHINNEVS LANE u: I HYANNIS,MA 02601 w -•:"�•,'�si ;" EXIST. TE VlNK E I I PROP. OUAZTTE 24'z36' or DHCLE FOR NEW J~ i a" ELLEECTRICC CONNECTIONS X L i ` DRAWING TITLE: EXIST. 12' I I ` PARTIAL SITE PLAN SIMNG GATE --------- �ii- ----'�'-- I U E 184 25kV \� /j i _ _ • I DHw oHw orn GHW OHw orlw oHw oNw DHW oHW U DRAWING NO: PARTIAL SITE PLAN 1 SCALE I"- 5'-0" - Art j A- 1 0 2.5' 5' 10, 15' c AZIMUTHS SECTOR'A" P metroPCS. secroR•B• +27 Unlimit Yourself. r SEC70R'C' 249 285 BILLERICA ROAD THIRD FLOOR CHEI.MSFORD, MA 01824 TEL(978) 244-7200 FAX (978) 244-7240 ® CHAPPELL ENCaINEERING �_ASSOCIA7ES,LLC Glvll•Structural-Land Surveying R.K. EXECUTIVE CENTRE EXIST N£rTEc ANT£NNAs 201 BO TON POST ROAD WEST,MARLBOROUGH, MA 01752UfiE 301 EXIST AwANTENNAs - (508) 481-7400 EXIST ANTENNAS - PROP. METRO PCS PANEL ANTENNAS www,chappellengineering,com EL-177.5E tOO,9 AaT 1 6 (1 PER SECTOR,TOTAL OF 3) MOUNTED TO _ - _ _SEXIST.ANTENNASS A-4 S-1 PROP, 100'�88'A.C.L REPLACEMENT WOOD Eid175.2'f(986'AGL)AGL) ) - TOP PROP. REPLACEMENT STRUCTURE 763 0 86'-0'AAL STRUCTURE#163 _ �Tl£XISNNG STRUCTURE 321 0 mil,n BB_O'1_G.L - .0 Or Q=167.5't(90.9'AGL' - - s It.PROP, MEM PCS 3LPANEL ANTENNAS - ELEV. - Be D A E TOP FXlST. TRANSMISSION STRUCTURE 163 - _ p ^-1 -=79'-0'f A.C.L. _ u TOP FXIsr.SIAUCTURE 9181 v z ` ELEV.=YC-6 t A.GL. .34706 _ EXIST - - CONDUCTOR £X143 vERl7DN ANTENNAS- _ - _ EXIST. T-NO9AE AMENNAS TRANSMlSSlON Q=l49.7t 7.L1'AGL - £LEY=T7'-Df A.Gi. - EXIST 1RANSAOS510N PEXISTOLE CENTER&SOUTHERN ELEV. =72'-6"t AG.L. �.C�.�AIS{1r��O���r�� STRUCTURE/321 - SIRUCNR£1163 POLES R1,RE7lAlN - TOP LXIST. I-O".*ISTRUCTURE 16J ._ - - - ALL' - - - ELEY.=68'-0't A.C.L..GL � - PROP, 100'c1A55 I (68' 1DP eATsr_srnDCT 9 7sLro ENGINEER/ OR DATE AO.L) REPLACEMENT �EIEu. -63'4:A14L — - - -_g EL7S L� - _ - it CONDUCTOR WOOD POLE#153 ELEV. =62'-0 t A.G.I.GFrG. 15 A VIOLATION OF LAW FOR ANY PERSON. Q=135.8'I59.2'AGL) CANE 184 UNE/808 UNLESS THEY ARE ACTING UNDER THE GRECTIDN �+- OF A UCENSED PROFESSIONAL ENGINEER. I+I Cry, 25kv _ 25kv _ _ _ �EX1ST. CINf PROP.COAX RUN UP EXTERIOR OF D 4� ELEY. =56'4o t A.C.L. TO ALTER THIS DOCUMENT, PROP. REPLACEMENT WOOD POLE#153 s-1 Qyy LINE/84 UNE'em LINE/115 [9YF/115 LINE/115 25kv _ — 2sl"" — — — FIST u—NF REVISIONS i I5kv i 15kv 115.1ry UNf ELEV. _ C CONDUCTOR FX1ST, VERYON EOUIPMEA7 SNELIL74 UN.,184 25kv EXIST STRUCTURE Q=1222#(45.6'AGL) - - -/9i8f _ £X'ST.STATIC LINE EXIST. WNlTF ITNYC FENCE - —O EXIST.ICE RRIDGE c1 STATX EXIST. 8 t UNES ARDORWTA£(1YP,) PROP. 6'ARBORVTTAS(1YP.) A-4 I 1 11/71/10 ISSUED FOR ZONING/CONSTR, PROP. METRO.PCS GPS/GSM I °q D 11/01/10 ISSUED FOR IREVIEW ANTENNA MOUNTED TO t4j REV. DATE DESCRIPTION PROP. OE BRIDGE 0 PROP. METRO PCS PRaF11 ND DESIGNED BY: JW SCAIE EXIST.AT&T EOUTPdLENT EQUIPMENT WITHIN PROP. - P GRAxx BY: NAc SHOWN o - 736.292 AS 11'-O'%17'-0'LICENSE AREA -- �EXlST.M£!FR&INK EXIST.NLXTEL SHELTER PROP, 6' Hui D WHITE VINYL FENCE Ai SITE NAME: PROP. U/G lELCO ., x! - EXIST T-MOBXE I - - HYNO029C 6 I .� 'u1i:"•,"` FOUIPMENT RUN FROM EXIST. NSTAR PHINNEYNS LANE .. TElco DEMARc tCA FfNSCT£STDClCAOE HYANNIS GROUND lFVQ '"s.•+'c:' -n+:• GROUND LE127. F r' '{' -�;g':�A eft?"r - ELEV.=D-0 A.GL I - •::- 1 � �ZI E-1 ( R/W#343 STRUCT URE PROP. U/G ELECTRC 1I UD --n RUN FROM EXIST. #163f LINE#115r115KV E UO/E UO/E UO/E STRUCTURE 210 9175 + / t I I I I I f I I PROP. METRO PCS ICE BRIDGE 3 1�L1 U U LiSITE ADDRESS: MOUNTED LOW TO GROUND, A s 13W PHINNEY'S LANE MIN. CLEARANCE) HYANNIS,MA 02601 DRAWING TITLE: ELEVATION LOOKING TOWARDS SUBSTATION #958 (BARNSTABL- DRAWING NO! WEST ELEVATION +SCALE:1" ID'_()'. .w 2 0 5' 10' 20' 30' _ ' CONDUIT STUB - (2)CONDUIT STUB I PROP.ERICSSON 0201 FITS CABINET — - PROP.RAB DUAL FLOOD - UPS A LB'B UPS A LB'x DIMENSIONS: 71,9'HtL36.0"Wx35.8'D _ UGHT,P/N H020 et PCS. - PROVIDE B'MAX OF PROVIDE B'MAX FUTURE ANDREWS ROA72 BATTERY CABINET I�J 2'RCS CONDUIT OF 2'RGS DIMENSIONS: 72.0"F6 AD*Wx40.7 D 2'4" 5' 3'-0' 8' 2'-6�' 6' 21-11�' 2'-4�• Unlimit Yourself. CONDUIT - 2'ELECTRICAL CONDUIT O---EQUIPMENT GROUNDBAR - _ .--- ----- PROP.MODCELL UNIT PROP.2 LIQUID-11TE CONDUIT - CABINET DIMENSIONS: (MOUNT TO PAD) 3'-d 2'-11i' e• 2-Bi6"g 6• S-0" 5.. 2'-6" (SUPPORT LIQUID-TITE WITHIN - - --__ 72.4"Hx35.4'W 1,B'D 285 BILLERICA ROAD _ ----- 3" 'It OF TERMINATION) - - -• 000000 THIRD FLOOR II IIr -, o __ O g CHELMSFORD, MA 01824 2"TELCO,CONDUIT r-----1 I ----',I �, PROP.LUCENT EZBFo BATTERY ;��. r'�I ° ° vee ° - - }'CQVDUR TEL (978) 244-7200 (MOUNT 1O PAD) I : I I I CABINET DIMENSIONS: I I,(F)ANA4fN II 1)FRICSSON ( ) 44-7240 P MOD CELL I LUCENT 1 (F).ANDRFW _69:2'Hx26.B1Yx26.6'D R ND I �6201 TITS FAX 978 2 {} (P) I I I I PROP.UNISTRUT SUPPORT 4AB EZBFo BATTERY I (P}6201 TITS N I BAnrRY I MOUNT CABINETS PR 8aTR7rY I I FOR TELCO CONDUIT PROP.LUCENT EZBFO BATTERY _ I o I I I MANUFACTURER'S RED. I I = CABINET DIMENSIONS: - I b II II - (P) 1�' 69.2 Hx28.8'Wx286"D " I - - I(' II (P)LUCENT 4.OB / CHAPPELL T`- b a= E2B o BATTERY SERIES 160 MIN.nTIM R IN WP PROP.MODCELL UNIT I TI " 1 PROP.16'-0"Lx10'-0•wx6' 'ENGINEERING CABINET DIMENSIONS: -/ II Y \ I I CONCRETE SLAG ED I BARS .I I PLASTIC CASE,P/N E20D 72.4Hx354'Wx37.8"D �� �\ �� II 7 \� j EW CENTRED BJ SLAB �j j Has PROP.PPC CABINET ®ASSOCIATES,LLC 1'CHAM (TYP I I I E ❑ DIMENSIONS* C(vll•Struc FER tural•Land Surveying --U , . I I 64'Hx3O'Wx12'D UNDERGROUND i i 31 -- --- R.K. EXECUTIVE CENTRE ELECTRICAL CONDUIT TO _ 201 BOSTON POST ROAD WEST, SURE 301 POWER OEMARC �H \ . MARLBOROUGH, MA 01752 C- " \ - PROP.CONCRETE PAD CRUSHED STONE •'o "na ' ••. _ (508) 481-7400 PROP.PPC CABINET. 1 DIMENSIONS SURFACE 7RFATMENE ` PROP.REBAR www.chappellongineering.com DIMENSIONS: c= 64'Hx30'Wx12'D _ 16'-0"Lx1D'-0"Wx6'THK COMPACTED CRUSHED STONE OR GRAVEL FUTURE ANDREWS RBA72 BATTERY CABINET (THICKNESS AS REQUIRED) - (2)2'TELCO CONDUIT DIMENSIONS: 72.O HSt30.M4O.7'D - 2'AC KNOCKOUT UNDERGROUND TO - PLAN AT EQUIPMENT PAD + EXCAVATE AS REQURED TO_REMOVE VEGETATION SECTION AT EQUIPMENT PAD TELCO DEMARC - PROP.ERICSSON 6201 BITS CABINET TOPSOIL,EXPOSE UNDISTURBED NATURAL -- SCALE:1/2"- 1'-0" A-J DIMENSIONS 71.A"Hx3S,Twx35.B'D - SUBGRADE k PLACE CRUSHED STONE AS REQUIRED - SCALE:1/2" a 1'-O' MJ ��,`•" QF �sqC 0 1 2 4 6 - 0 1 2 4 6 _ a� D y . _ C� - TOP SOLAR SHIELD VI N . 706 G' AIR FLrER COVER °o 0000 000000 SOUND MUFFLER s$�IVAL.E•`'G `+ ('t� PROP,18'-O'Lx10'-0"W.O'-6"D 00 00 CONCRETE SLAB W/#4 BARS o ENGINEER/LAND SURVEYOR DATE o E.W.CENTERED IN SLAB PROP.UNLSTRUT SUPPORT 1 EEPROM HATCH _ - IT Is A VIOLATION Of LAW FOR ANY PERSON. UNLESS THEY ARE ACTWa UNDER THE OIR=ON (REAR ACCESS PANEL} of A UGENSED PROFESSIONAL ENGINEER, TO ALTER 1105 OOCUNENT, CHAMFER(TYP) LATCH REAR REVISIONS � 3, �"�° '�' - HATCH ' (REAR ACCESS PANEL) 7 If 'S' Al �. 2-9'I - ; `-' '°�_-' I EQUIPMENT CABINET DETAIL 4- - �--- SCALE: NOT TO SCALE A-0 1 11/11/10 ISSUED FOR 2ONING/CON5TR. V-3----�-- V-3' 0 11/01/10 ISSUED FOR REVIEW • (P)MOD (P)LUCENT (P RICSSON - .T+ Cl_LLL 4.OB - EZBFo BATTERY I F)ANOREW I - REV,, DATE DESCRIPTION �201 TITS R�A72 RA77ERY '^ _ FUTURE ANDREWS RBA72 PRaIECT No. oTsx;xm Br. .nilE 5•_ •- - _ _ -- + s'-d�" BATIERI CABINET: 736.282 BRAwx Lx: lnrc AS SHOWN �-., L-------- (3D.D'Wx4D.7"nx72,0'H) . , PROP,ERICSSON 6201 TITS CABINET: _ 6HKWD BY; All 5•_ "_"J. 4'-11 (36.OW5TDx71.9-H) . / v� SITE NAME: �" PROP.LUCENT EZBFo BATTERY CABINET: (28.8-Wx2B.6'DxBe.27H) _- HYNO029C• I C�'�>• %' PROPiR�isrox n8HCABiNET, NSTAR PHINNEY'S LANE PROP.RAB DUAL FLOOD Ii �T>I1 HYANNIS LIGHT.P/N HB2B T-7' PROP. 18'-O'Lx10,-O`wx6" II I I CONCRETE SLAB W/J4 BARS II II �o RNV#343, STRUCTURE FRONT - E.W.CENTERED IN SUB li I 'll #163, LINE#115, 115KV . . •N '^ - .�'? •� it 1 ° °O PROP,PPC CABINET: (3DVh12•Dx64"H) SITE ADDRESS• •'2 (z)cDNDurE slue uPs f '' 11 _ 1336 PHINNEY'SII..ANE 10'_O• FOR ERXSSON CABINET HYANNIS,MA 02601 PROP.INTERMATIC Fli SUPPORT LIQUIT-IRE CONDUIT SERIES 60 MIN.TIMER IN wP B• PLASTIC CASE,PM E200 DRAWING TITLE: WITHIN 12''-OFT NOTES: (2)CONDUIT STUB,UPS EQUIPMENT PLAN FOR MODCELL CABINET )''•;!•+±,�. :•Via.::".; 1.MOUNT CABINETS TO CONCRETE PAD PER MANUFACTURER'S MUIREMENTS. SECTIONS &DETAIL 2. PROVIDE 3'-D'MIN SERVICE ACCESS IN FRONT AND REAR OF ALL CABINETS - - 3. MOUNT PPC TO CONCRETE WITH PROVIDED HARD RUBBER CASKET TO MINIMIZE CORROSION. - - DRAIMNC N0 ANCHORING FOOTPRINT DETAIL J SCALE:3/4"=1'_0 A-J - .. EQUIPMENT LAYOUT DETAIL 5 A- 3 . .SCALE: NOT TO SCALE A�7" 0 6" 1'-4' 2'-8" V-0- ` ® RIF SYSTEM SCHEDULE ANTENNA INFORMATION MAIN FEEDLINE TOP JUMPER BOTTOM JUMPER RET SYSTEM INFO �t�OP��o AANTENNA DIMENSIONS: SECTOR TYPE AZIMUTH RAD CTR, AGL MAKE MODEL FEED CABLE MFG LENGTH COLOR SIZE LENGTH SIZE LENGTH MFG MODEL CABLE LENGTH v 5"H x 3.2'D DOWN BOTTOM FXL-780 COMMSCOPE 120'1 I R )C 6' Y 8' unlimit Yourself. BRACKETLT Tx/Rc o• D' - 86'f KATHREW 8001D504 �� _ COMMSCDPE 12D'f II R Ye g' 8' -KAIHREIN 80a-10025 (860;1oonn) 120't ALPHA BOTTOM FXL-780 COMMSCOPE 120'U: TBD $" EV )4" 8' 285 BILLERICA ROAD Tx/Rx V D - 8g'f KATHREiN 80010504 KATHREIN 880-70D2b 10M, 32.8't THIRD FLOOR BOTTOM- FXL-780 COMMSCOPE 120't TOO Ne" 6' K' 6' (860-10010) (DIASY CHAIN)[ CHELMSFORD, MA 01824 METRO PCS SECTOR. � . ANTENNA BOTTOM FXL-780 COMMSCOPE 12D't 1 B )S" 8' W - 6' TEL (978� 244-7200 . Tx/Rc 120' 0' - 86'3 1GATHIEOR 60010504 KATHREIk 8BD-1002s 3S" 10M,3C CHAIN) FAX (978 244-7240 BOTTOM FXL-7B0 COMMSCOPE 12D't II B )'i' 8' 14 6' (880-1001D) (DIASY CHAN) REMOTE CONTROL UNIT BETA BOTTOM FXL-790 COMMSCOPE 120't TBD H" B' 6' %' 10M,328'3 (1 PER ANTENNA) Tx/Rx 120' a' - g8'# KATNREIN BOOtQ5(14 KATHREIN B�-10025 B80-10410) (DWS1'CHAIN) KATHREIN 850-IOD25 - - BOTTOM FXL-7BO COMMSOCIPE 120't TBD H' 8' lt' B' DIMENSIONS: 0 k CHAPPELL. TH x 2.4V!z 2"D BOTTOM FXL-700 COMMSCOPE 120'f I C 7S' B'. 8' - ;§' IOM, 32.8't - WEIGHT a 1.16 LBS Tx/Rx 247 D' - 86't KATHREIN B0010504 KATKREIN 860-10025 ENGINEERING GAMMA BOTTOM FXL-780 ODMMSCOPE 120'1 II O )4' 6' A. S. (BEG-10010) (DIASY CHAIN) PANEL ANTENNA DIMENSIONS(TYP.OF 8): BOTTOM FXL-760 COMMSCOPE 120'3 TBO X! 6' )4" 8' ® �ASSOCIATES,LLC KATNREIN 742-351:51.3H x i L8"W z 2.71D Tx/RI 240' 0' - 86'3 KATHRUN 80010504 KATHREIN 860-10025 � tOM,32.8't 01wl•Structural-Land Surveying WEIGHT=29.8 LBS - BOTTOM FXL-780 COMMSCOPE 120't TBD Yi" 6' ')4" 8' _ (880-10010) (DIASY CHAIN) Y 9 KATHREIN 800-10504:54,111 x 6.1V/x 2T0 - GPS - - - 1O'* PCTEL KS24019 BOTTOM Jf COMMSCOPE 25't TBD _ R.K. EXECUTIVE CENTRE WEIGHT- 17.8 Las - - - - - 201 BOSTON POST ROAD WEST, SUITE 301 NOTE: MARL.BOROUGH, MA 01752 REFER TO RF SCHEDULE FOR (508) 481-7400 PROP.ANTENNA MODEL - www.chappellengineedW.com nP PLANTING NOTES -GPS AND PANEL r, 1. WATERING SAUCER SHALL BE FLOODED TYACE OUTING THE ANTENNA DETAIL 1 FIRST 24 HOURS AFTER PUNTING \ O O 2 TREE SHALL BE SET PLUMB V OF SCALE:NOT TO SCAL-E-.�--{�- S-2 - $1'-0'xi'-V&4 3, DO NOT CUT LEADER _ DAVI S I I 10 3 1/2" 4. AN IRRIGATION SCHEDULE FOR A TWO YEAR PERIOD ` ` PIPE SUPPORT NOTES: - b 0 SCH 40 PIPE SHALL BE IMPLEMENTEO BY T-MDBILE AND THE OWNER 2'BARK MULCH(PULL BARK O CH L' TO ENSURE THE PLANTS WALL TAKE RODT AND SURVIVE MULCH AWAY FROM TRUNK OF O [ww POST LEVELING -14 FOR EXPOSED INTALLEDGE.2%'EXPANSION TREE)OVIDE GROUT (/ U 4706 ~S. ARBORVITAE PLANTWGS SHALL BE AT A SIZE RANGE / __ ANCHORS,6'LONO. BETWEEN 5'AND 6'AND SHALL BE V-V ON CENTER. , _ HILT HIT ROD FOR 3' HILTI FfiT HY20 PLANTING SOIL MIX PER SPECIAL �(j/iS'I•��er 2. FOR BURIED LEDGE AT LESS THAN 3'-r O ANCHORING SYSTEM - PROVISIONS _ s C) AL�'-`� FIN,GRADE BELOW FINISH GRADE.CORE 8'0 HOLE INTO (5"MIN EMBED.) ` I S/ G t LEDGE 18'DEEP. FILL AROUND PIPE WITH 1 '�— I I _ NON-SHRINK GROUT. USE COAL TAR ON \ 3'HIGH EARTH WATERING - -I I I III I I I—III BURIED LENGTH OF PIPE,AND BACKFILL TO y! SAUCER AROUND TREE PIT - ENGINEER/LAND SURVEYOR DATE ! III—III,,- b'I III— FINISH GRADE TREE SHALL BE PLANTED SO THAT —I I I Ii1I I I I—�,r CROWN IS 3'ABOVE FINISHED CUT k ROLL BACK i/3 OF, R IS A VIOLATION Of LAW FOR ANY PERSON, I I 3. FOR CONCRETE,FASTEN BASEPLAIE W/ y 11. 1'-D' �•-� GRADE AFTER SETTLEMENT BURLAP BEFORE BACKFILUN(>' uNLEss THEY ARE AcnNc UNDER THE DIREcnox _ I I (Z)gd"EXPANSION ANCHORS,6'LONG. E .COMPLETELY LACING SYNTHETIC OF A LICENSED PROFESSIONAL ENGINEER, I I 4. FOR POSTS ON CONCRETE OR EXPOSED - _ TO ALTER THIS DOCUMENT. o z I LEDGE,PROVIDE 4'xB'A'EIASEPLATE WITH - - BURLAP d<LACING ? I (2)INa HOLES 6'O.C. REVISIONS CABLE BRIDGE BASE PLATE 6"BELOW -i n i=1 =� 'SCALE:NTS � /� RODTBALL� ( ,GONG PIER � - = �I 1—I I ROOTBALL SHALL BE PLACED ON ql COMPACTED OR UNDISIUR13ED L„J I _ RO-18 LL SUBGRADE .. F+-1,-e•--i 3 x ft00TBAL4 DIAMETER 1 11/11/10 ISSUED FOR ZONING/CONSTR. CABLE BRIDGE PIER z 3 4 5 ARBORVITAE SHRUB PLANTING y D 11/61/10 ISSUED FOR REVIEW SCALE:NTS A-4 _ rl SCALE:NTS - �4 REV. DATE DESCRIPTION '�'J - PROJECT N4 DESIGNED RY: JNT S'�METRO PCS GPS ANTENNA � ' 3 - 1?• - (BY PCTEL) 736.282 DRAWN Of. Nxc I AS SHOWN tE CHECK-0 W. JUT o a 6� PROPOSED 6'VINYL SITE NAME: 1 ` COLLAR BRACKET PRIVACY FENCE HYNO02.9C m ® MOUNT KIT(BY PCTEL) 1 ® m NSTAR PHINNEY'S LANE ® s SRVxIMINs DGAL. PPE HYANNIS B ® RM#343,STRUCTURE 2 - - - 6 - a - #163,LINE#115, 115KV a ® 41 ® ® PROP.NO .11 SITE ADDRESS: ® FILL CENTER OF POSTS - 1336 PHINNEY'S LANE 7 12"02%1:"BASE PLATE W/(4) 2 PROP.PIPE TO PIPE CLAMP W/CONCRETE MIX JI4IE S 2 %*Hul HIT Hous W/5'MIN. m PROP.LOCK NUT (ANDREWS P/N: BC-20-10) 2'-0'AALL HYANNIS,MA02W1 MOUNT ICE BRIDGE W/2'-O' EMBEDMENT(1F APPLICABLE) - - MAX CLEARANCE FROM PROP.127mmXZ54mm PROP.ICE BRIDGE POST #4 REBAR IN GROUND TO UNDERSIDE OF _ THREADED ROD CENTER OF POST DRAWING TITLE: CABLE SUPPORT _ •+ SCHEDULES ^uCD' 11 CC 11EM PART N0. (>F9CRIPlIDN � � � � l�rlC IJLLJ 1 WITT243.01 VERTICAL TRAPEZE SECTION 1 0' �, 6'OF DIRT FILL :;t DETAILS JIT ITEM PART N0. DESCRIPIIOH QTY. 2 WBT123.02 12"HORIZONTAL TRAPEZE SECTION 3 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1'-1Y' I DIAMETER GALVANIZEI)STEEI.OR STAINLESS STEEL PIPE.THE PIPE MUST NOT r Z'-3"HERWEEN BOTTOM OF `' •� 1 WBLB123,06 12'-WAVEGUIDE BRIDGE SUPPORT BRACKET 2 3 AIT-3B7 SQUARE WASHE 1 1 2"xl 1 2 W 7 16'L41OLE 8 I I_ BE THREADED AT THE ANTENNA MOUNT END.THE PIPE SHALL BE CUT TO THE `� FENCE AND THE GROUND _I: I 2 MF-130 DIRECT BURIAL PIPE COLUMN, 13'-4' 2 4 GS-03205 3 8*0"GALV. BOLT KIT 3 REQUIRED LENGTH USING A HANDGN2 ROTARY PIPE CUTTER TO ASSURE q I I 3 WB-CY110 12'SAFETY GRATING 1 5 - GWF-D3 3/8'GALV. FLAT WASHER 3 SMOOTH AND PERPENDICULAR OUT. THE CUT PIPE END SHALL BE DEBURRED 2'-0'OF CEMENT DRAWING N0: CONC.PIER 2 I I AND SMOOT IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED (IF APPLICABLE) A_4 I 4 WB-KI10HH FNRDWARE KIT ITEM -16 1 6 GB-03105 3 8'zt'GALV.BOLT KIT 6 TO THE ANTENNA MOUNT. �_j CABLE BRIDGE DETAIL s CABLE` LADDER DETAIL GPS MOUNTING DETAIL B VINYL PRIVACY FENCE B A"' 4 " SCALE NTS - A-4 SCALE:NTS A-4 SCA1E:3'=t'-0' A-4 SCALE:NOT TO SCALE A-4 roPCS'. Unlimit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD,'MA 01824 TEL (978) 244-7200 FAX (978) 244-7240 WAKING ON SIRUC1URAL ANALYSIS Of CHAPPELL ENGINEMN O ASSOCIA7M.U.C. CHAPPELL WAITING I. NCINEXSMUC URAL SSOCY56, WAKING ON MUCIUIIAL ANALYSIS Br wAmNG ON SIRUCNRAL ANALYSIS BY CIAPPFLL TIC ASSOCIATES,U.C. CHAPPELL ENGINEERING ASSOCAIES,UG CKAPPEIL ENGINEERING ASSOCIATES,U.C. CMPPE ON STRUCTURAL ASSOCIATES. In ASS ASSOCIATES, CLNIPPEII'ENGINEERING ASSpC{gT}�,U.C. r6mi ASSOCIATES, LLC CAdl Structural-Land Surveying R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 301 MARLBOROUGH, MA D1752 (50B) 481-7400 www.chappolienglneering.com �'IA OF DAV TOWER LOADING DATA B CH E 1 TV1 " SCALE:HIS s-1 - O I IL V 06 PROP. METRO PCS PANEL ANTENNAS 5 6 (1 PER SECTOR,TOTAL OF 3) MOUNTED A-4 S-1 TO PROP. 100'(88'A.G.L) \� TOP PROP, REPLACEMENT REPLACEMENT WOOD STRUCTURE/183 �� STRUCTURE�163 _ O 88'-0'A G.L NESC DPU HEAVY 1 HIGH WIND BECO HEAVY ICE BECO a NESC WIND BECO 4 - B6-Gt A.G.L �\ SCALE:HIS S-1 SCALE:HIS .. S-1 - SCALE;NIS S-1 SCALE-HIS -g.1 P. METRO PCs 3ZP tAiEL ANTENgs�_ - ENGINEER/LAND SURVEYOR DATE . UNIVERSAL RING MOUNT v ELEII. = 86'-0't A.G.L. IT 15 A 110LATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION SEE CWLRT FOR PART OF A LICENSED PROFESSIONAL ENGINEER, ( �) � � � �TO_P_IX�15T, TTLWSMISSfON!STRUCTURE !6J _ - � - FLV 1D ALTER Ails DOCUMENT. '• • 3/4'THREADED ROD - EXIST. I�fRIZON ANTENNAS _ - ELf1! = 77'-O't A.01. I EXIST TRANSA(ISSION EXIST. CENTER d• PROPOSED WOOD STRUCTURE 116) SOUTHERLY POLES � REVISIONS STRUCTURE LEG TOP£XlST. TRANSMISSION STRUCTURE 16J _ 70 REWIN f� F 68'-03 A.G.L 1 ' SSE�CTOR A PROP. 1DO'CLASS 1(88'A.G.L.) .� REPLACEMENT WOOD POLE/163 �• PROP, COAX RUN UP EXTERIOR OF 6 �� 2i'I PIPE MOUNT PROP, REPLACEMENT WOOD POLE #103 S-1 LfAIE,/T 15 LINE�'115 LINE,�!15 , UNIVERSAL RING MOUNT MONOPOLE 0 PROP.2' STANDOFF °�' ° EXIST WRIZON EOUIPMENT SNfLTER 115kv NSkv 115kv oP 1 11/11/10 ISSUED FOR ZONING/CONSTR. MC-RM1030-3 10'311' 4•x4k1/4'HSS I �� 0 11/01/10 ISSUED FOR REVIEW ii PROP. 1/2'0 THRU EXIST ICE RRIOGE - MC-RM3060-3 30•-60' BOLT EVERY 12'-0' EAST. 6'1 I `� REV. � DATE DESCRIPTION PROP. UNIVERSAL - ARSORKTAE(TYP.) 'ErF, RING MOUNT I yo wLaaxr ND. DLstcxm er: JUT srAIE awAwH Dr: xxc 10'x10'19fi PLATE CHECx'D Bf. Jx( • 1 PROP. METRO PCS izZ S NAME,4HYNO029C PROP. (12)7/B'dt I o EQUIPMENT WITH PROP. Ms p NSTAR PHINNEY'S LANE 2 � �� SECIOR B g R N UPCOAX COR� 11'-9'x17'-0• WITH AREA I (4x4•xfj'HSS) 2� ,� WOOD POLE HYANNIS SECTOR C c3 PROP. mcROFTECT I =.2: _ R/W.#343, STRUCTURE cs UNIVEIRSAI.SNAP—Br I S ~ #163, LINE#115, 115KV WED CUT AND h NOTE: ° FLAT STOCK AS SHOWN GROUND LEVEt CONTRACTOR TO PROVIDE 1/2'o THRU ELFu =O-O'aG•1• BOLT THROUGH'FLAT sroc>t To I I I I I I SITE ADDRESS: SECURE TO WOOD POLE AT 12'-0' PROP. 1/2'THRU BOLT 1„ I I I I I I 1336 PHINNEY'S LANE JrO GALV. U-BOLT INTERVALS.ALL OTHER LOCATIONS IN WOOD STRUCTURE L_i i I I u HYANNIS,MA 02601 SHALL UTILIZE 1/2'LAG. PROP. 3-0'X12'LONG LJ Li FLAT STOCK PROP.3'*@"X12'LONG • RAT STOCK ISOMETRIC VIEW SNAP-IN ICWLNGER CUT AND WELDED DRAWING TITLE 10'x10'18{i'PLATE TO TO BIM FIAT STOCK AS SHOWN LOADING DIAGRAMS, MICROFLECT UNIVERSAL SNAP—IN BRACKETS ANTENNA MOUNTING `—ANTENAA PLAN, &DETAILS M31 DESCRIPTION rMI DE3ptlPOON ANGLE LTA 82E PPE LEG SIZE f� r ' - 132249 12 RUNS B2252 16 RUNS 21f'XW Ta 4'X4' %_DD TO 51(e'OD 6'MIN. _ 02250 12 RUNS B2253 18 RUNS 5'R5'TO 6'X6• 6"OD TO 8%100 DRAWING NO, 2 f PIPE MOUNT 82251 12 RUNS B2254 16 RUNS e'XB' 1 DWOD TO 12 31,' PROP. 1 2' LAC-BOLT INTO NORTH .. , _ _ PROPOSED WOOD STRUCTURE STRUCTURE ELEVATION - ANTENNA MOUNTING PLAN CABLE MOUNTING DETAIL, a PROPOSED WOOD STRUCTURE LEG SCALE 1'�,r-D° - s-1 SCALE: NTS S-3 SCALE N.T.S. 8-1 PLAN VIEW 0 6' 12' 24' 38• WT ` 0' ELMIRICAL AND GROUNDING NOTES: �'t�PC�. TO BE VWIED 200A METER 25`" - r", - PER MANUF.SPED AND CB - U��4 MAKE ALL CONNECTIONS AS PER UTILITY COMPANYS REQUBIEMENTS. - C1RI A tet CAPPED(7YP)' - 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN-ACCORDANCE WITH THE Unlindt Yourself. TINE aBs PROJECT SPECIFICATIONS AND ALL APPLICABLE LOCAL COPES \ - 2, CONDUIT ROUTINOS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL UNISTRUr BLOOD(TYP) `DOSRNO STRUCTURE 0175/210 - PROP,RAB DUAL FLOOD - CONDUITS SO THAT ACCESS TO EQUIPMENT B NOT BLOCKED. 285 BILLERICA ROAD EXISTING UTILITY POLE LIGHT,P/N HB29 THIRD FLOOR CHEL WEATHER HUD SERVICE TO EQUIP.SHALL f 120/240 VAC,200 AMP, 10,80 HE, MSFORD, MA 011324 PROP.NTERMATIC FH SERIES 80 MIN, - q, THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING TEL 978) 244-72DO D 24Dv,10,3W KWN MANUAL BY-FOSS TIMER IN 9N+PLASTIC CASE,P/N E200 GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY FAX �978 244-7240 METER MILBANK 2272RL(OR EQUAL) - LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR-DAMAGE TO THE W/200A,2P TENANT CIRCUIT BREAKER PROPOSED CONNECTION - CONDUIT. AND LOCKABLE BREAKER DOOR PER RADIO EQUIPMENT m ROS CONDUITS ABOVE UPGRADE EXIST SERVICE VENDOR DROUNDING GRADE AND THROUGH - (�ANOREW - 5. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC CHAPPELL SWEEP(TYP) TO 5001ACM CONDUCTORS RBA72 CRC GROUND CONDUIT PER �BAIIERY1 TELCO (GROWLED)CONNECTIONS. TLLco CABINET F-NGINEERING 3'0 SCH.40 DALY. CONDUIT UTIUTY COMPANY I U III 8, ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CAL)WELD). STEEL Poh W/ REQUIREMENTS II II ASSOCIATi ES,LLC THREADED END(TYP) ° M04.01) F;.. I 7, ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR&EXTERIOR)SHALL BE Rl P II FORMED USING HIGH PRESS CRIMPS. Gl Y Structural-Land Surveying IND(TOUYPN OF 2) PROP.QUAZITE 24'°36'HANOHOIE PPC nNION SHED GRADE MOLESW/bIR(R CONNERIAL 4 P MOBILSITION g BN loll u I 8 ALL E7roTHERl9C CONNEC IONS TO THE GROUND RODS SHALL START AT THE R.K. EXECUTIVE CENTRE HOLES(RECONNECT T-MOBILE&VERIZON TO NEW MOLES) I II U I ° TOP&HAVE A VERTICAL SEPARATION OF 6'FOR EVERY ADDITIONAL 201 BOSTON POST ROAD WEST,SUITE 301 ERRIII �.,I EXISTING CONNECTION. MARLBOROUGH, MA 01752 TELCO HANDHOLE ' _J BO® 9. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WTTH A CORROSION ((508) 481-7400 i RESISTANT MATERIAL WWWCnappol)6nglneedng.com t - - ,i, DIMENSIONS ro BE L -J 10. ALL EXTERIOR GROUND CONDUCTORS SHALL BE 82 AWG SOLD TINNED S @g 1 VERIFIED PER MANUFACTURER'S SPEC. _�_ COPPER UNLESS OTHERWISE INDICATED.y I I _ G.AND 12'6 PLAIN LONG I3)N3ID&(1) 2'TELCO CONDUIT (3)ys&(1)t6G-2'C 11, SHALL BE DRIVEN VERTICALLY WITH THEIR GROUND RODS SHALL BE COPPER CLAD STOPS 488•BELOW FlNALNGRpDE "� RADwS BEND +qc_2•G W/PULL smwG (1)r SCH 4O PVC CONDUITS (W/) �rl OF� cS%�f METER BANK DETAIL 3 (3)a3/0&(1)140-2-C (3)F1 g(1)ISO-re .MULE TAPE 25 LL,STRING)AND WIRE 12. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR BELDENSTACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE DAVI SCALE; 3/4--1'-0' -- - E-1 GROUND BUS ARE PERMITTED, CHA 1 T, /� 13. USE OF 90'BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE t D e' 1'-4" 2'"-8' 4'-O" POWER TELCO RISER DIAGRAM 2 AVOIDED WHEN 4W BENDS CAN BE ADEQUATELY SUPPORTED. V 0; 14. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT 06 r�I SCALE: NOT TO SCALE E-1 EXCEED,5 OHMS.TESTING SHALL BE PERFORMED N ACCORDANCE WrTH I v -- TO(E)SERVICE(SEE POWER RISER) PRDJECT METHOD, MANUAL TITANSF,R SWITCH(INCLUDED W/PTC) SPECIFICATION FOR FACILITY GROUNDING,USING FALL OF POTENTIAL 240V,10,3W MANUAL BYPASS METER - ILUC STEEL CONDUIT 15. ANTENNA GROUND KITS SHALL BE FURNISHED BY METRO PCs AND INSTALLED rs a A � - BY CONTRACTOR. RIGID STEEL CONDUIT ENGINEER U1ND SURVEYOR DATE 120/24OV,S 00A M/N - .. COUPLING ,LEG UNLESS 15 THEY(- -'1 - tf IS A vwlATpN OF TAW FOR ANY P'1RSON. I I LEGEND ACTING UNDER THE OIRODIION OA- 4.Op 20DA-2P MODCELL 1 � OF A LICENSED PROFESSIONAL ET161NE0t, r 120A-2P 1 � GRADE 0 GROUND TEST WELL TO ALTER THIS DOCUMENT. (3) 2/0& I ,5A-IP ® I GFI ` + K GROUND ROD REVISIONS (1)P2/OG I 1DA-IP I TELCO FAN � DISCONNECT SWITCH GENERATOR PIAC I 1G0A-2P 7 I ,/-(3)#1&(1)a8O IN 2-0 � � METER RECWDED I c GEN PLUG RIGID STEEL CONDUIT (INW/PTC) 1 fi0A-2P I (3)I,6&(1)#60 N 2'C - MAIN CIRCUIT BREAKER GROWLED TYPE CONNECTION 1 2OA-2P CONINS�TALLRR TO ET - RIGID,.STEEL TO � COMPRESSION TYPE CONNECTION AUX,200A CIRCUIT BREAKER PVC SCHEDULE 40 SIZE ______ STICKERS ON INSIDE PVC ADAPTOR AS SHOWN ON LAYOUTS ---- GROUNDING WIRE SERVICE GROUND - J LIGHT OF PPC DOOR - 1 11/11/10 ISSUED FOR ZONING/CONSTR. PER NEC T ERICSSON - - - X �- REPRESENTS DETAIL NUMBER _ 6201 TITS Q - INSTALL PANEL SCHEDULE OR - 0 11/01/10 EiSUED FOR REVIEW PERMANENT TIMER BREAKERS LABELS WRITE FOR ALL DETAIL 8 XXX -� REF.DRAWING NUMBER _ REv. � DATE DESCRIPTION o' SCALE:TUTS E—t ABBREVIATIONS: PItOECr Na CLCIc16n Rr our 91�Je ONE LINE DIAGRAM , © AWG AMERICAN WIRE GAGE 736282 IXm DO NMC AS SHOWN SCALE:;NOT TO SCALEE_, - LOAM A EA I PAYED AREA C1ECX'0 BM JUT F I - BCW BARE COPPER WIRE _ f� I FLEXIBLE.ABOVE-GROUND MARKER pp 1TWO-1 COURSES OF SITE NAME: r+� I I L+� TO BE INSTALLED EVERY 100'OR AT u 6 ML BITUMINOUSNG TAPE GORE COAX GROUND BAR EXTERNAL HYNO029C SQUARE D,'ME 00 22,000 A.I.C. I j L+J DIRECTION CHANGES(BY d MILLER ll 8 ML YELLOW WARDING TAPE SQUARE D,IYPf D 200A,2P MAIN PANEL SCHEDULE. NEW 1 L+ D INDUSTRIES,INC OR APP'D EQUAL) NIGH VOLTAGE!S cICBE COAX IsoLTAEo cRouNO BAR I7(TERNN. NSTAR PHINNEY'S LANE SAW-CUT TO STRAIGHT EVEN .EDGE BEFORE PAVING DWG DRAWING HYAN NIS .,s - EMI' ELECTRICAL METALLIC TUBING q�� C DESCRIPTION AMP AMP DESCRIPTION C G� 'r FINISH GRADE B'CRAVELBASE R/vv #.�4.�, STRUCTURE Mce tAasrlR GROUND BAR #163,.LINE#115, 115KV , - SPARE 2 - 12'6' PCs PERSONAL COMMUNICATION SYSTEM 3 MODCE71 100 SPARE 4 "§ _ ` PVC RIGID (SCH.40)POLYVIM CHLORIDE CONDUIT rrrsss]]] SITE AIIDRFSS: 5 SPARE - - SPARE 6 ry,9 0 •O 2'MIN COMPACTED BACKRLL - 7 SPARE SPARE B I�G��00 8' MIN: ROS RIGID GALVANIZED STEEL 13 pHINNEYS LAME . 9 - SPARE -1D �� COMPACIED - RWY RACEWAY HYANNIS,MA02601 11 ERICSSON 6201 80 _ SPARE 12 ®® O• PRESSED 4'RWN.ON ALL SIDES _ TYP TYPICAL 13 SPARE - - SPARE 14 4', DRAWING TITLE: SCHEDULE 40 CONDUI75 FOR NEW NOTE: ONE-LfNE DIAGRAM 15 SPARE - - SPARE 16 Ll.FLTRICAL AND TELEPHONE SERVICES DETAIL AS SHOWN IS FOR SEE UTILITY AND.SITE PLANS PROVIDE SECONDARY ELECTRIC SERVICE r 17. SPARE - - SPARE 18 APPROVED PULL BOXES AS REWIR�ED, PRIMARY HIGH VOLTAGE SERVICE 19 SPARE - 10 LIGHT&TIMER 20 - UAND TILITY COMPANIESOORONATE NFOR NTERFACING� ENCA�BjT,CdJCREIE RISER, DETAILS& AT TERMINATION POINTS PROVIDE FULL - NOTES 21 10 TELCO FIAT(IF REQ'D) 22 TELCO GROUND BAR - - LENOTH PULL ROPES SURGE SUPPRESSOR 2D 24 _ 23 15 CR RECEPTACLE DRAWING NO PPC DETAIL 7 BURIED CONDUIT DETAIL PANEL SCHEDULE, 4 SCALE. 3/4"-1'-O" E_, SCALE:NOT TO SCALE E_, E - 1 SCALE:TUTS E-1 0 8" V-4" 2'-8" 4'-0" - TO COAX GROUND KITS, - - ANTENNA.MOUNTING POSTS OR POLYPHASER ARRESMRS ANTENNA � •' (REFER TO GROUNDING RISER NG SPARES DRAM FOR EXACT LOCATION ANTENNA MOUNT - _ OF ALL CONNECTIONS) p Unlimit Yourself. TGWEA/MONOPOLE TO LUCENT MODCELL D 0 r? 0® 0 285 BILLERICA ROAD ((m.OF B) THIRD FLOOR NEr 0 0 0 0 p 0 0® CHELMSFORD,, MA 01824 0 Q 0 1 TEL(976) 244-7200 COAX GROUND KITS 0 0 0 0 FAX (978) 244-7240 v 0 L NOTE; 00 0 CADWELD0 FOR THREE SECTOR SIT D ES(6 RUNS OF COAX),CONTRACTOR 0 0 0 0 0 �CHAPPELL �®UPPER CIGBE MOUNTED TO STRUCUIRE WITH MAY INSTALL THE COAX GROUND KIT AND POLYPHASER Q TD GROUND RING 0 CADWELD - E-2 E- BEAM CLAMP GROUND LEADS TO THE SAME COAX GROUND BAR FOR SIX 0 0 D - ENGINEERING SE 0 0 TO GROUND RING ES(12 RUNS OF CONE CONTRACTOR SHALL � COAXIAL CAGE i - - _ INSTALL SEPERATE GROUND BARS FOR COAX GROUND.KIT 0 ASSOCIATES, LLG0 - - AND POLYPHASER GROUND LEADS 0 CMI•Structure!-Land Surveying 0 ANDREW UGBKTT2 d"x24'02Jj #2 AWG GREEN OR EQUAL WITH HOE PATTERN, R.K. EXECUM CENTRE INSULATED 0, STANDOFF INSULATORS AND 201 BOSTON POST ROAD WEST, SUITE 301 ANDREW UOBKE oiil MOUNTING BRACKETS,AS SHOWN MARLBOROUGH, MA 01752 .. H EODAL WITH FlO 0 O LE PATTERN. - - (508) 481-7400 STANDOFF.INSULATORS AND CADWELD NOTE GROUND BARS MOUNTED www.chappollengiheering.com COAT(GROUND BAR 3 POLYPHASER SURGE ARRESTORS - MOUNTING BRACKETS,AS SHOWN PROP.ICE BRIDGE (SEE NOTE} E-2 - - AT TOP AND BOTTOM T TO GROUND RING TOWERS SHALL BE INSTALLED I{ GROUNDING(GROUND EACH WITHOUT INSULATORS.- ` POST TO TRAY AND PROVIDE \.,t�\-r,%A OF GROUND CONNECTIONS O -COAX GROUND KITS CADWELD DPS ANTENNA ICE BRIDGE/CABLE TRAY EACH SPLICE PONT) GROUNDING EQUIPMENT GROUND BAR (EGB) r COAX GROUND BAR CGB o i�Av � 3 POLYPHASER REQ'SER GROUND BAR 70 GROUND RING E-2 (IF REQ�D,SEE NOTE} � SCALE NOT TO SCALE - E-2 SCALE:NOT TO SCALE - E-2 ' CH "L PROP.COAX GROUND KIT LOCATED BEFOREco, HORIZONTAL BEND E22 EQUIPMENT GROUND BAR �06 LOWER CIGBE I METER AND MOUNTED TO 3 7 8 DISCONNECT - - ..✓ f STRUCTURE WITH E-2 E-2 �1 `III $ I 0[ti BEAM CLAMP - o O® ANTENNA CABLE t i I (2)02AWC TINNED SOLID II II [[[ - - - - COPPER GROUND LEADS TO GROUND EACH ICE II II. l 1 12 AWG SOLID - - TO EQUIP. EXIST./PRDP.GROUND RING , I BRIDGE POST(TOP II : TINNED COPPER(TYP) ENGINEER LAND SURVEYOR DATE AND BOTTOM) I Q !O L■ CONDUITS i I WEATHERPROOFING(SEE NOT K) I IN LIQUID-TEE , - II fl _ _ i SEE NOTE 3 R IS A VIOLATION OF LAWS FOR ANY PMWS GRADE - CABLE GROUND KIT UNLESS THEY ARE ACTING UNDER THE DIRECTION I (2)j2AWG TINNED SOLID COPPER \,�_l�ri - ,� - — �B AWG STRANDED COPPER GROUND OF A LICENSED PROFESSIONAL ENDNfER. THIS DOCUMENI. -,. — - TER I GROUND LEADS TO-IXISt/PROP. ` - WIRE(GROUNDED TO GROUND BAR)(SEE TO AL GROUND RING IN UWID-TITE ,�-- - / TO EXIST. - - NOTE 1 &2) - REVISIONS EXIST.GROUND RING I ! ^_�, r SERVICE. : - �' - GROUND rr2 AWG csou°Nri°ono PROP.GROUND INSPECTION WELL CONNECTION OF CABLE GROUND KIT TO f 1 ANTENNA CABLE GROUND RING(12AW6 BURIED 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT W- r -{/ TINNED SO COPPER GROUND MARE) GROUND WIRE DOWN TO GROUND BAR. 2•GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR ~-'-- -"- PROP.WDIAx10•,LONG COPPER - RECOMMENDED B ZONING/CONSTR. Y CABLE MANUFACTURER. _ 1 11/11/10 ISSUED FOR ZOG CONSTR. PROP.NON-DIRECTIONAL I - . . - GROUND CONNECTION TO I CLAD STEEL GROUNDING ELECTRODE - EXISTING GROUND RING (TYP.OF 4) /3•WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH KII. 0 11 d/10 ISSUED FOR REVIEW COLD SHRINK SHALL NOT B£USED.- - - - - _ - REV. DATE DESCRIPTION GROUNDING RISER DIAGRAM 1 ANTENNA GROUND PAR, DETAIL + PIK=NI D amm. iwr I— MOUNTED DIRECTLY TO SCALE:NOT TO SCALE E-2 738.282 IDmm Er- HAC AS.SHOWN TO AINTdTNA THE TOP OF POLE OHOdcb DA IRr #6 AWG hNUM STRUCTURE SEE NOTE 1 & DETAIL 3/E•-2 c . - ANTENNA GABLE - ..E N.euF• GROUND BAR ON GROUND NE STANDARD GROUND - - - TO ANTENNAS HYNO029Cj GRADE WALL, LANTENONATOWER a2 KIT(T'�') NSTAR PHINNEY`S LANE 8"DIA. SCjjii 40 INSPECTION ANTENNA GROUND BAR. S —g' Y TO SLEEVE W/THREADED PVC COVER - - #6-AN(PROVIDED WITH TTHE BOTTOM OFOUNTEDttPOLE - TXI RX1 TX2 RX2 WEATHERPROOFING HYANNI - SOE FINISH GRADE - GROUND KR TYP.) SEE NOTE 1 k DETAIL 3/E-2 KIT(TYP.) Rf W#343, STRUCTURE If� COAX JUMPER �+ CADWELD 1 COAX CABLE �•.:• • ••,.ti.,b• GROUND xIT(TYP.) #163, LINE#115, 115KV (IYP.FOR ALL) EXOTHERMIC WELD ( •) - - �,• (SEE NOTE) O(DO O 0 O #2 AWG BCW SOLID CONNECTOR _ TO SHELTER TINNED SITE ADDROS; CADWELD CONNECTION(TYP.) QO O O O O�Q QO© VW TRAY OR PIER WEATHERPROOFING 16 AWG r - ICEBRIDGE �/— KIT(TYP.) l - 1336 PHINNEY'S LANE RING GROUND 2 AWG SOLID,TINNED #2 AWG BCW SOLID SEE NOTE 2 ANTENNA GROUND BAR, HYANNIS,MA02601 J2 AWG BCW I� IX6T.RING TINNED(TYPICAL OF SIMILAR TD DETAIL 3 WITHOUT OPPER GROUND WIRE SOLID,TINNED PIGTAIL GROUND I 3) ANTENNA CABS ; INSULATORS. BONDED DIRECTLY 1"x10"NOTCH SLEEVE FOR EXOTHERMIC WELD TD BE USED TO HIS EQUIPMENT TO TIP OF MONOPOLE OR ROWING TEL.E: PASSAGE OF RING WIRE. WITH #2 AN BCW TO - (IYP-) - TOWER. MAINTAIN INTERIOR OF BUILDING SFR.GROUND OR - SLEEVE DEBRIS FREE. GROUND RING - NOTE p2 AWG GROUND ROD 1, NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF TO ANTENNA � - ---f BONDED TO L--� COPPER CLAD �-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOES POLE.ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS SUPPORT PIPE WOOD POLE GROUNDING DG TAILS Y' • 5 B""COPPER CLAD REQUIRED, STEEL 5LONG S�AINESS STEEL GROUND ROD SWUl ONLY USE EXOTHERMIC WELDS, CONNECTION OF GROUND WIRE TO 10'-0"LONG - INSTALLATION OF GROUND WIRE TO GROUND ANTENNA CABLE GROUNDING GROUNDING BAR: TOWER/MONOPOLE — GROUND ROD BAR DRAWING NO: - GROUND ROD g TEST WELL DETAIL DETAIL DETAIL B DETAIL SCALE NOT TO SCALE E-2 - SCALE NOT TO SCALE E--2 - SCALE:NOT TO SCALE E-2 SCALE:NOT TO SCALE E-2 - SCALE NOT TO SCALE E-2 E - 2 �qk c?v3 PROJECT INFORMATION DRAWING INDEX SCOPE OF WORK SIX RE ONE ADDMONALHEADS.EQUIPMENT CABINET.THREE PANEL ANTENNAS, SHEET DESCRIPTION REV x SIX REMOTE RADIO HEADS,AND ALL REQUIRED CABLING SITE ADDRESS: 1364 PHINNEYS LANES T01 TITLE SHEET 0.1 at&t HYANNIS, MA 01749 G01 GENERAL NOTES 0.1 LAND OWNER: HARBORSIDE REALTY TRUST 23 ELUOTT STREET C01 PROPERTY PLAN 0.1i CENTERVILL&MA 02632 - - A01 COMPOUND PLAN AND ELEVATION 0.1 STRUCTURE& NSTAR ELECTRIC COMPANY EASEMENT OWNER: ONE NSTAR WAY. SE 210 S01 SITE DETAILS 0.1 WESTWOOD, MA 02090 BARN STABLE P H I N N EY'S LANE S02 STRUCTURAL ANALYSIS AND DETAILS 0.1 LATITUDE: 41' 40'45.1 LONGITUDE 70' 18'39.o' S03 CONSTRUCTION DETAILS 0.1 SITE NUMBER: 1298 ANTENNA ELEVATION: 175.2- (98.6-AGL) E01 GROUNDING DETAILS 0.1 JURISDICTION: TOWN OF BARNSTABLE(HYANNIS) STR. #321 , LI N E #120E R/W #342 CURRENT USE TELECOMMUNICATIONS FACILITY PROPOSED USE TELECOMMUNICATIONS FACILITY NAME OF APPUCANT: AT&T MOBILITY VICINITY MAP SCALE: 1"=1000' EQUIPMENT CONFIGURATION 550 COCHTTUATE ROAD SURE 13 R 14 CURRENT EQUIPMENT FRAMINGHAM, MA 01701 TAKE 1-95/128 SOUTH, MERGE ONTO 93 SOUTH TOWARDS BOSTON/BRAINTREE. MERGE ONTO MA-3 VIA EXIT 7 TOWARDS SIX (6) GROUND CABINETS (NOKIA ULTRASTTE GSM 1900, NOKIA ULTRASTTE SUPPORT, ERICSSON 3106 UMTS, CC] RXAIT 1900, CAPE COD, MA-3 BECOMES US-6 E/ MID-CAPE HWY.TAKE THE RIT-132 SOUTH EXIT-EXIT 6 TOWARDS HYANNIS/W. NOKIA ULTRASTTE GSM (EMPTY)AND EMERSON NETSURE 700 POWER SYSTEM) THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS YARMOUTH: MERGE ONTO IYANNOUGH RD./MA-132. TURN LEFT ONTO PHINNEY'S LANE. THREE (3) KATHREIN 800-10122 ANTENNAS NOT TO BE USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS SIX (6) POWERWAVE LGP 21401 AMPLIFIERS DOCUMENT IS AT THE SOLE RISK OF THE USER. > >- : z ' SIX (6) POWERWAVE DIPLEXERS _ STRUCTURAL REPORT REFERENCE •t A n d b-�� SIX (6) RRUW 01 REMOTE RADIO HEADS 23.6•X13.8•X4.4'42.5 LEIS EACH (INSTALLED AT GROUND LEVEL) `� o -;���✓r ,' ,� � # { � �� ONE (1) ERICSSON PBC-02 ON H-FRAME(INSTALLED AT GROUND LEVEL) PENDING STRUCTURAL/WAYLSIS AND REPORT BY CI,APPELL ENGINEERING ASSOCIATES, LLC. •. 2 a o10 SIX (6) 1-5/8"COAX LINES ONE (1)GPS ANTENNA&J4'COAX CABLE FOR GPS PREVIOUS STRUCTURAL REPORT ENTITLED.REPORT AT&T PROJECT 1298, PHINNEYS LANE —-- `�- e' 1, GJ s � 1 ^ - - - -- - -- - -- ---- -- - - -- - - - - _ - - - • _ �O A' HYANNIS. MA NSTAR COMELEC STRUCTURE 321, DOUBLE CIRCUIT.BOURNE TO BARNSTABLE` _- b A 4,„ f' rr G1 -- EQUIPMENT TO BE REMOVED -�- -- 115 KV LINE" PREPARED BY RCP ENGINEERING, DATED 2/19/2008. THREE.(3) KATHREIN 800-10122 ANTENNAS SIX (6) POWERWAVE LGP 21401 AMPLIFIERS, l ra ,t - QG• k ,J _ • 1 � t-, � � �� SIX (6) POWERWAVE DIPLEXERS s� C�-� �..;;,1,.,f � , ,,,4I- o: EQUIPMENT TO BE ADDED APPLICABLE BUILDING CODES AND STANDARDS s �: 1 �' THREE (3) KMW AM-X-CD-16-65-DDT-RET ANTENNAS (ON TOWER) 72"X11.8"X5.9" (46.5 LBS) ; THREE (3) CCI DTMABP7819VG12A TMA(ON TOWER) 10.63'X11.02'0.78• (20 LBS) ASSOCIATED MOUNTING BRACKETS, HARDWARE,AND STRUCTURES FOR PANEL ARRAY SUBCONTRACTOR'S WORK SHALL COMPLY WITH PROJECT STANDARD NOTES, SYMBOLS AND DETAILS (SEE ,{ O�`, •'gl. �? - „I $r SIX (6) RRUS -11 REMOTE RADIOS (AT GROUND LEVEL) 17"X17.8"X7.2' (55 LBS) _ a _' 1 � i - � �_ DRAWING INDEX FOR STANDARD NOTES AND DETAILS INCLUDED WITH TYPICAL DRAWING PACKAGE). �L SIX (6)TPX-070821 TRIPLEXERS (AT GROUND LEVEL) SUBCONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS 7 ' s y' �s� 1 s THREE (3) DC2-48-60-0-9E SURGE ARRESTORS (AT GROUND LEVEL) 10.25'X10.25'X6.Y (16 LBS)� 4AJ o �' .�; 0 /y .'i IJP��� + : ONE (1) 3• FLEX CONDUIT(FOR FIBER AND POWER) °••' ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION.THE EDITION OF THE t f,;a •. x o F:_o AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE POWER: SIX 6 ROSENBERGER WR-vc86sr-BRD DC CABLES ~�0 sso LBs MFr �-- " _ _--- a 4 h,, c •--,xtl ,-�,. () (^' •) / i..7"'k 'may, DESIGN. FIBER: ONE (1) ROSENBERGER 1988-002-XXX-DB 24 FIBER CABLE(34mm0) , ., . ONE (1) PURCELL LTE CABINET FLXI6WS (25V1 X 28b X 30'H) P", © 4' BUILDING CODE: ONE (1) OC6-48-60-18 SURGE ARRESTOR (5.5•D X 16.7•W X 27.4•H) COMMONWEALTH OF MASSACHUSETTS BUILDING CODE (780 CMR) b - a + s�Jx £ «; �' ,, .� f � � 0 ANTENNA AND ASSOCIATED � •. � � r ` 7 "rjl '. ,..IR � ONE (1) GPS TED�•0 � ELECTRICAL CODE: x, 4 Shard fP n�" �o- , ¢ ° �' ,; R4Q F heater, off\ T yp. / a} t,$ t FINAL EQUIPMENT CONFIGURATION , NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-99S8 t m .- '' }� •.�-a�1 +/' :> I 4 SEVEN (7)GROUND CABINETS (NOKIA ULTRASTTE GSM 1900, NOKIA ULTRASTTE SUPPORT,ERICSSON 3106�UMTS, CCI RXAI y' NATIONAL ELECTRICAL CODE(NEC 2005) 3F � . Q ,. � 1900E NOKIA ULTRASTTE GSM (EMPTY), EMERSON NETSURF 700 POWER SYSTEM AND PURCELL FLXI6WS LTE CABINET) •.,,� ry � pad= THREE (3)THREE (3) KMW AM-X-CD-16-65-OOT-RET ANTENNAS (ON TOWER)72"X11:8`X5.9" (48.5 LBS) x 4♦ . OTHER:AMER CONCRETE INSTITUTE (ACQ 318E BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE , t �• F,'` �� '� • fi~` 1 a 9 ' 7 ASSOCIATED MOUNTOCI ING BRACKETS, HARDWARE�MlD STRUCTURES FOR PANEL ARRAY) T`J r- AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH -� '"' a•' / SITE? SIX (6)TPX-070821 TRIPLEXERS (AT-GROUND LEVEL) -- - -- TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA-222), STRUCTURAL STANDARD FOR STRUCTURAL Y1' - . ' � � ' + 3" 4 t : � �- • ^+ --- - SIX (6) RRUS -11 REMOTE RADIOS (AT GROUND LEVEL) 17`X17.8'X7.2- (55 LBS) ANTENNA TOWER AND _ I .:Gooseberry- q THREE (3) DC2-48-60-0-9E SURGE ARRESTORS (AT GROUND LEVEL) 10.25`X,0.2.5-X6.2• (16 LBS) ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING *< 3. C�I5181id i p u §{ �f •'�('%� � f ONE (1) 3•FLEX CONDUIT(FOR FIBER AND POWER) REQUIREMENTS FOR cs b t .�F 9� q •Y - • POWER: SIX (6) ROSENBERGER WR-VG86ST-BRD DC CABLES (-%0)550 LEIS/MFT TELECOMMUNICATIONS. UIIeF � )`kv, 4 e� 5* 12 ■ FIBER: ONE (1) ROSENBERGER L98B-002-XXX-DB 24 FIBER CABLE(34mmO) r P r:p, I1a �' " f~i r •'" ONE 1 D ( ) INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH Cj' , rL 8e 1 1P () - - - C6 48 60 18 SURGE ARRESTOR S.5b X t6.7ti11 X 27.4'H RESISDVITY, GROUND °< .•1Tt �' s t I ," ;,y `�A y • SIX (6) RRUW 01 REMOTE RADIO HEADS 23.6'IL13.8'X4.4.42.5 LBS EACH (INSTALLED AT GROUND LEVEL) IMPEDANCE,AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED ` a ONE (1) ERICSSON POC-02 ON H-FRAME(INSTALLED AT GROUND LEVEL) PRACTICE FOR SIX (6) 1-5/8"COAX LINES POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT TWO (2) GPS ANTENNAS&1¢•COAX CABLES FOR GPS IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS UNDERGROUND SERVICE ALERT (FOR LOCATION EXISTING EQUIPMENT SPACE REQURRMENTS WILL NOT CHANGE. CATEGORY'C3"AND *HIGH SYSTEM EXPOSURE-) FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS $ " OF CONSTRUCTION, OR OTHER REQUIREMENTS,THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. `• AT LEAST 72 HOURS PRIOR TO DIGGING, WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT,THE ® THE CONTRACTOR IS REQUIRED TO CALL SPECIFIC REQUIREMENT SHALL GOVERN. DIG SAFE AT 1-BBB-DIG-SAFE `,ems ZH QF BARNSTABLE PHINNEY'S LANE(MA4034) CLEMENT AT&T MOBILITY cHAPPEu R-K-EXECUTIVE CENTRE SITE NO.: 1298 AT&T MOBILITY - S - ENGINEERING 201 BOSTON POST ROAD WEST �� � 550 COCHRUATE ROAD SUITE 301 L TITLE SHEET MARLBORouGH,Me 01752 NSTAR STRUCTURE#321, LINE#120, R/W#342 SORES 13 & 14 ' L•--. ` ASSOCIATES,LLC MARLB pp UGH.l MA 01752 � FRAMINGHAM, MA 01701 0.1 11/OB/12 ISSUED FOR CONSTRUCTION mu, 4 8 - _y.• 1364 PHINNEYS LANE 0 07/07/12 ISSUED FOR WRM �Q m Joe nn -- E -m HYANNIS, MA 01749 . SG UD-AS SHOWN OEs�WJ J$T�R �21.009 1298 TOT 10.1 I � GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: 1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACT 301.ACT 318,ACT 336,ASTM A184,ASTM A185 AND THE CONTRACTOR-SAT DESIGN AND CONSTRUCTION SPEgFlCAnONFOR CAST-IN-PLACE CONCRETE. • 1.WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI AT 28 DAYS,UNLESS NOTED OTHERWISE.A OF THE NEC AND TELCORDAA OWNER-AT&T HIGHER STRENGTH(4000 PSI)MAY BE USED.ALL CONCRETE WORK SHALL BEAN ACCORDANCE WITH THE ACT 381 CODE OEM -ORIGINAL EQUIPMENT MANUFACTURER REQUIREMENTS - 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REWIRED TO SUPPORT RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO 2. PRI SHALL OR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 3.REINFORCING STEEL ALL CONFORM TO ASTM A 615.GRADE 60,DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE CONTRACTOR FOR APPROVAL FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE.SPLICES SHALL BE CLASS SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE 'B'AND N.L HOOKS SIRALL BE STANDARD,LINO. 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY ATTENTION OF CONTRACTOR. THE NEC AND TELCORDA. 3. SHALL ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. 4.AWINGS THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON 4.CARIES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. REGULATIONS,AND ORDINANCES.SUBCONTRACTOR L ISSUE ALL APPROPRIATE NOTICES AND COMPLY CONCRETE CAST AGAINST RTH........3 IN. - E' 5.EACH END OF EVERY POWER,GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDINGNG DR EARTH EXPOSED TO EARTH OR WEATHER: THE PERFORMANCE OF THE WORK. COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND,1/2 INCH PLASTIC ELECTRICAL TAPE WITH W p5 AND LARGER...........F............ IN. PROTECTION,OR EQUAL).THE IDENTIFICATION METHOD SHAH CONFORM WITH NEC&OSHA,AND MATCH 4. ALL WORK CARTED OUT SHALL COMPLY OWITHDE ALL APPLICABLE MUNICIPAL AND RUTILITYEGULATIONS. COMPANY C5 AND SMALLER&YTO ..........O%R IN. EXISTING INSTALLATION REQUIREMENTS. SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS. CONCRETE NOT EXPOSED TO EARTH OR WEATHER , OR NOT CAST AGAINST THE GROUND: 6.POWER PHASE CONDUCTORS(ALE,HOTS)SHALL BE LABELED WITH COLOR-CODED INSULATION OR 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. SLAB AND WALL.......................... IN. ELECTRICAL TAPE(3M BRAND,)1 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,OR EQUAL).PHASE BEAMS AND COLUMNS................11E IN. CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION REUIREMENTS 8. UNLESS NOTED OTHERWISE,THE WORK SEAL INCLUDE INDICATED ON THE D EQUIPMENT,APPURTENANCES, AND LABOR NECESSARY TO COMPLETE Al INSTALLATIONS AS INDICATED ON THE DRAWINGS 5.A CHAMFER%'SEAL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,LINO.IN ACCORDANCE WITH ACT 301 SECTION 7.ALL ELECTRICAL COMPONENTS SHALL BE DEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 4.2.4. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION,WIRE 7. THEESUBCON ONTRACTOLESS SP SHALL TALL ALL EQUIIPPMH ERWISAND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S B.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,STALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED CONFIGURATION,POWER OR AMPACITY RATING,AND BRANCH CIRCUIT ID NUMBERS(I.E,PANELBOARD AND CIRCUIT ID'S). RECPROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR FMEIEONENT 8.PANELBOAROS(10 NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT 10 NUMBERS)SHALL BE 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR DEPTH OR AS SHOWN ON THE DRAWINGS.NO FEW SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE STAINLESS STEELE OR HOT DIPPED 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP DOOMS.POWE GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL_ 9. SUBCONTRACTOR STALL R ACTUAL ROUTING OF CONDOR,POWER AND T1 CABLES,GROUNDING 10.POWER,CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR CABLES AS SHOWN ON THE POWER,.GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE 7.CONCRETE CYLINDER TEST IS NOT REWIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE (IEBC1905.6.2.3)IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; (I34 AWG OR LARGER).600 V.OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CABLE RATED ACTUAL ROUTING WITH THE CONTRACTOR. (A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. FOR 90'C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. (a)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLED. UNLESS OTHERWISE SPECIFIED. 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(16 AWC OR OF THE OWNER. 8.AS AN ALTERNATIVE TO REM 7.TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS OF LARGER),600 V.OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,MASS B STRANDED COPPER CABLE 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF AL SCRAP MATERIALS SUCH AS COAXIAL USED,UNLESS OTHERWISE SPECIFIED. CONCRETE FROM EACH DIFFERENT BATCH PLANT. DRY) PFRATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED 9.EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT IS VERIFIED BY ,TO THE OWNER'S DESIGNATED LOCATION. CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. 12.SLIPPLENENTA.EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE STALL BE SINGLE CONDUCTOR 13 AWG SOLID TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. STRUCTURAL STEEL NOTES: 13.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDOR,SHALL BE MULTI-CONDUCTOR,TYPE TC 13.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HERON.THE SUBCONTRACTOR 1.ALL STEEL WORK SHALL BE PAINTED OR GAVNIZED IN ACCORDANCE WITH THE DRAWINGS UNLESS OTHERWISE NOTED. CABLE(/34 AWG OR LARGER),600 V.OIL RESISTANT THHN OR THWN-2,.CLASS 8 STRANDED COPPER CABLE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND STRUCTURAL STEEL SHALL BE ASTM-A-J6UNlE5S OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS.STEEL DESIGN, RATED FOR 90'C(WET AND DRY)OPERATION;WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION PROCEDURES FOR COORDINATING Al PORTIONS OF THE WORK UNDER THE CONTRACT. INSTALLATION AND BOLTING SHALL.BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEELL.CONSTRUCTION(MSC)-MANUAL USED,UNLESS OTHERWISE SPECIFIED. 14.SUBCONTRACTOR SHALL NOTIFY CHAPPELL 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFlLLING OF STEEL CONSTRUCTION'. 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRMP-STYLE.COMPRESSION WIRE LUGS AND TRENCHES,SEALING ROOF AND WALL PENETRATIONS&POST DOWNS,FINISHING NEW WALLS OR FINAL 2.ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS 01.1. WIRENUTS BY THMW AND BETTS(OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC'MANUAL OF STEEL LESS THAN 75-C(90C IF AVAILABLE). 15.NOT USED. CONSTRUCTION',9TH EDITION.PAINTED SURFACES SHALL BE TOUCHED UP. 15.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH 16.SUBCONTRACTOR SHALL VERIFY Al EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY 3.BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(X'0)AND SHALL HAVE MINIMUM OF TWO BOLTS NEMA,UL,ANSI/IEEE,AND NEC. WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. UNLESS NOTED OTHERWISE 16.NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 96'DA ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 17.ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT(I.E.,RIGID PVC SCHEDULE 40,OR 17.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY 5.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SDHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR INDOOR LOCATIONS. ' MUST BE COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL 18.ELECTRICAL METALLIC TUBING(EMT),ELECTRICAL NONMETALLIC TUBING(ENT),OR RIGID NONMETALLIC APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. WHEN DRILLING HOLES IN CONCRETE SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES.SHALL BE PERFORMED IN CONDUIT(RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 18.SINCE THE CELL SITE IS ACTIVE,Al SAFETY PRECAUTIONS MUSE BE TAKEN WHEN WORKING AROUND HIGH ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS LEVELS OF ELECTROMAGNETIC RADIATION. SAFETYEQUIP PREENT SHOULD M SHUTDOWN PRIOR TO PERFORMING ANY STEEL OR HOT DIPPED GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL 19.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE WORK THAT COULD EXPOSE THE WORKERS TO DANGER.PERSONA_RF EXPOSURE MONITORS ARE TO BE WORN 6.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER RENEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL 20.RIGID NONMETALLIC CONDUIT(I.E..RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 50)SHALL BE TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. STEEL USED UNDERGROUND;DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 7.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. SITE WORK GENERAL NOTES OUTDOORS, LIQUID-WHET FLEXIBLE N CONDOR(LIQUID(SITE FLEX)SEAL BE USED INDOORS AND SOIL COMPACTION NOTES FOR SLAB ON GRADE: OUTDOORS,WHERE VIBRATION 5 TION OCCURS OR FLEXIBILITY NEEDED. " 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 1.EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE 22.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE - 2.Al EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SEAL BE AS REQUIRED. _ LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS 23.CABINETS,BOXES,AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE 2.COMPACTION CERTIFICATION:AN INSPECTION AND WHITEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECH CM OR DIRECTED ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING DRILLING PIERS ENGINEER IS ACCEPTABLE WITH NEMA UL.ANSI/IEEE,AND NEC. AROUND ORR NEAR UTILITIES.SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE BUT NOT BE LIMITED TO A)FAIL PROTECTION 8)CONFINED SPACE C)ELECTRICAL SAFETY 0)TRENCHING&EXCAVATION. 3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION,THE'UNDISTURBED SOIL'BASE SHALL BE COMPATCTED WITH 24•CABINETS,BOXES.AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. J.ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROTECT SPECIFICATIONS. C.COMPACTION EQUIPMENT%LISTED BELOW,TO AT LEAST 90X MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN DOWNWARD;SHALL BE PANDUIT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA 3R 4.IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 4.COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED.PROVIDE 6'MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN (OR BETTER)OUTDOORS. DISPOSED OF LEGALLY. 3'LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH IOOX PASSING 11 SIEVE 26.EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES,AND PULL BOXES SHALL BE GALVANIZED OR 5.THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE TITS EQUIPMENT AND TOWER AREAS. 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRAOE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE EPDXY-COATED SHEET STEEL,SHALL MEET OR EXCEED UL 50,AND RATED NEMA 1 (OR BETTER)INDOORS, 6.NO FELL OR EMBANKMENT MATERIAL SHAH BE PLACED ON FROZEN GROUND.FROZEN MATERIALS.SNOW OR ICE SHAH NOT COMPACTOR(SUCH AS BOMAG BPR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOMAG EIW 55E). OR NEMA 3R(OR BETTER)OUTDOORS BE PLACED IN ANY FILL OR EMBANKMENT. AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE. 27.METAL RECEPTACLE.SWITCH,AND DEVICE BOXES SEAL BE GALVANIZED,EPDXY-COATED,OR NON- 7.THE SUB GRADE SHAH BE COMPACTED AND BROUGHTTO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE CORRODING;SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) APPLICATION. � - COMPACTION EQUIPMENT: INDOORS,OR WEATHER PROTECTED(EDP OR BETTER)OUTDOORS. B.ALL EXISTING INACTIVE SEWER,WATERY GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE 1.HAND OPERATED DOUBLE DRUM,VIBRATORY ROLLER,VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. 28.NONMETALLIC RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND WORK,SHAH BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE RATED NEW 1 (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. WITH THE EXECUTION OF THE WORK.SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UTILITIES. CONSTRUCTION NOTES: 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR I.FIELD VERIFICATION: BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK.AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO 30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND SPECIFICATIONS. BE REPLACED. DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD 10.SUBCONTRACTOR SHALL MINIMIZE 06NRBANCE TO EXISTING SHE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF 2.COORDINATION OF WORK: AGAINST LIFE AND PROPERTY. REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. 31.AL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC CONTROL AND ALL APPLICABLE LOCAL CODES. 3.CABLE LADDER RACK: 32.CONDUIT ROUTINGS ARE SCHEMA NSTALL CON SO THAT ACq:55 TO 11.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE AT&T SPECIFlCATON FOR SITE SIGNA;E. SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK.CABLE TRAY,AND CONDUIT AS REQUIRED EQUIPMENT IS NOT BLOCKED. TO SUPPORT CABLES TO THE NEW BTS LOCATION. ` r11• r CHAPPELL BARNSTABLE PHINNEY'S LANE(MA4034) CLEMEN AT BILITY R.K. EXECUTIVE CENTRE S ENGINEERING 201 BOSTON POST ROAD WEST SITE NO.: 1298 ���� AT&T OC MOBILITY SUITE 3M NSTAR STRUCTURE#321 LINE#120 R/W#342 550 COCHI13 & ROAD y MARLBOROUGH, MA 0175E > > BUTTES 13 k 14 GENERAL NOTES ASSOCIATES,LLC www.chappetienginearing.com - FRAMINGHAM, MA 01701 0.1 11/06/12 ISSUED FOR CONSTRUCTION N..WN-. JWr CJ 82 Civil Structural Land Surveying 1364 PHINNEYS LANE 0 07/07/12 ISSUED FOR REVIEW JMT Joe No. 170Q No.Tate HYANNIS, MA 01749 s 1298 G01 0.1 scALE:As SHOWN N)ESIGNFD:TAKJ GENERAL NOTES: MAP 274 LOT 5TOWNN ONB4RNSTABLE � '`, '��' ��\ PAVfO MAP'774 L07 27-1 ' MAP 274 LOT 22 1. FIELD SURVEY DATE: 6/22/12 \ph BOOK 7580 PAGE 106 PAVE ?0'KIOE ACCESS EASEMENT CAPE COD AGGREG4ES CORP 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD88) OK 656 _ w / 0*---- hw \ _ GRANTEE A J9 TRUST 3. HORIZONTAL DATUM. NORTH ANEPoCAR DATUM OF 198 ( ) _ GRANTgP HARBORSDE REALTY TRUST J NAD8J NTEF HOTWATER REALTY BOOK 5706 PAGE T \ �ph .. -. . : -r'. :.., S ^ ..'�"'.. ..._.? TI,-. t_ 4. SITE CONTROL PoINT. LATICENTUDE: ON T4OWER 1'-40'-45.1'(HAD 83) MAP 274 LOT J-J \ w 94.??2J� ' NSTAR ELECTRIC COMPANY RO.W./J43 T' LONGITUDE W 7d-18'-39.0•(MAD B3) NIT °hW\ ph,,. 5. LAND OWNER: HARRORSIDE REALTY TRUST u SOPHIE J.&JOHN MUSH/NSKY 23 ELLIOTT STREET `\\ BOOK 12664 PAGE 191 0 NW ohw v TRANSMISSION\ CENTERVILLE.MA 02632 Z STRUCTURE S� phw\ oo�W^ /J71 - % 6. SITE NAME: BARNSTABLE PHINNEYS LANE phW ^ oHw oHw oHw \ OH oHw Hw OHW-OHW-off OHW— 7. SITE ADDRESS: 1364 n PHI LANE 0' LINES 120& 122, 115 KV HYANNIS,NA 02632 8. APPLICANT: AT&T MOBIUTY,LLC. LICENSE AREA - ` 550 COCHINATE ROAD,SURE 13 6 14 HW OHW OHW OHW OHW HW OHW OH OHW- FRAMINGHAM,MA 01701 4 _ 9. JURISDICTION: TOWN OF BARNSTABLE(HYANNIS) 10. TAX ID: MAP 274 LOT 23 PROP. PANEL ANTENNAS TELCO / / 11. DEED REFERENCE BOOK:4945 PAGE: 121 0 PER SECTOR,TOTAL OF 3) _ 8/NET O 12. PLAN REFERENCES: TOWN OF BARNSTABLE ASSESSOR/GIS MAPS WITHIN PROP. 28*0 CANISTER 13. ZONING JURISDICTION: RG(RESIDENCE G) EXIST NEXTEL 14 FROMNDERGROUND UTILITY INFORMATION SURFACE EVIDENCE AN PLANS OF RECORD.ITERDALLLUNDERGROUN EON WAS DETERMINED EOU/PMENT SHELTER PROP. EQUIPMENT WITHIN EXST. C J T SHOULD BE LOCATED IN THE FIELD PRIOR TO THE COMMENCEMENT OF ANY SITE w EQUIPMENT AREA AT GROUND LEVEL � ��\ / PLANNEDDACTIIVTI rY 1-888-34a-72J3 A MINIMUM OF 72 HOURS PRIOR TO 15. THE PROPERTY LINES SHOWN WERE COMPILED UTILIZING TOWN OF BARNSTABLE _ J - ASSESSOR'S PLANS,RECORDED DEEDS AND PLANS OF REFERENCE AS INDICATED. A COMPLETE BOUNDARY SURVEY WAS NOT UTILIZED IN THE PREPARATION OF JW 274 LOT 27 THESE PLANS. 16. THE SITE IS LOCATED IN FLOOD HAZARD ZONE C(AREAS OF MINIMAL FLOODING) WKY INIUST MAP 274 LOT/9 AS SHOWN ON FLOOD INSURANCE RATE MAP FOR THE \ph 9?Ow SIFTS \p 2J QjpTT$J/�T NIF COMMUNITY PANEL 22500011 MAP 0005C DATED 08/1 gg�OF BARNSTABIE, H07WATF_R REALTY TRUST w 04M SrpE\ 0Mw w CDVIfftLf.. W 0=12 BOOK 5801 PAGE 60 17. BEARING SYSTEM OF THIS PLAN IS BASED ON GRID NORTH.GRID NORM WAS\ V B"4945 PAGE121 REPRESENTATION FROM PS OBSERVATIONS. ` ATIONS.IT IS NOT INTENDED TO BE AN EXACT ohw oHw \\ ohw \ o phw p APPRAPPROX.LOCO DON OF£X/SL 270A'WIDE NSfM ph\ REB4R Q ' COUNTERPOISE(SEE NOTE) R•O,R.O.W.;30 LEGEND MAP 274 LOT 3-4 \ \ hN" OH OH OHW OHW OHW OHW OHW OHW OHW OHW N/F ohw EXIST.METROPCS SOPHIE&MARY ANN 4%, 0,yw 9 EOUIPMENT r - LINE/115(I15 KV- EXISTING ROW/EA SE MENT MUSHINSK ohw w oHw OHw oNw � S oHw 0 B x PROPERTY LINE U - - - -BOOK 12664 PAGE 193 0 w _ S/958 BL£ ohw STRUCTURE - - ABUTTNG PROPERTY LINE ohw /163 OHW OHW OHW-OHW OHW OHW OH OHW OH OHW OHW OHW OHW --- ____---- EXIST.EASEMENT ohw -x x x x EXIST.CHAIN LINK FENCE 2 EXIST.STOCKADE FENCE OhW V Ohw\ EXIST. V£R/ZON EXIST.EDGE OF \ohw 01, EOU/PMfNT SHELTER OHW-OHW- EXIST.OVERHEADPAVEMENT ohw p 0 UP/9175 LINE/84(25 KV) OHW OHW PROP.OVERHEAD UTILITIES OMw PB OHW-OHW-OHW-OHW- OHW -OHW-OHW- TA[-TIE-TIE PROP.UTILITIES Ohw oh OHW OHW OHw OHW OHW EXIST. T-MOBILE •n, EXIST.UTILITY POLE 0 EOUIPMENT hW ZONING BOUNDARY o W000 hw , LINE/80B(25 KV) POLE(- - ✓._.,.. W T0/3E Hw ot+w oHw�+ or+w OHW-oHw-"oHw OHW-ot+w oHw- S 0 4 �g ..1674 4 UP/9181 1Y �3 12.5 0'5\ ohw IINF JR4A(7.5 UP/9131 V OHW OHW OHW 0 OHW OHW OHW OHW OHW OHW OHW OHW PAVED 40 �tih DRIVE NSTAR ELECTRIC COMPANY ROW/343 BND V 4 CLF v 1 STORY WOOD - GRAVEL 1 STORY WOOD MAP 274 LOT 18 NIF a I HARBORSIDE REALTY SITE PLAN 1 y TRUST - BOOK 4945 PAGE iJ9 SCALE:1•- 20' b01 PAVED LOT 0 10• 20 ao' fio' (\{OF At LEMENT J. AT&T MOBILITY CHAPPELL BARNSTABLE PHINNEY'S LANE(MA4034) Wl R.K. EXECUTIVE CENTRE SITE NO.: 1298AT&TIM 201 BOSTON POST ROAD WEST ���� COC MOBILITY ENGINEERING SUITE 301 - 550 COCHRUATE ROAD PROPERTY PLAN MARLBOROUGH, MA 01752 NSTAR STRUCTURE#321, LINE#120, R/W#342 SUITES 13 & 14 01 11/06/12 ISSUED FOR CONSTRUCTIONZ ASSOCIATES,LLC www.chappellengineering.com FRAMINGHAM. MA 01701 _ Civil Structural Land Sunveving 1364 PHINNEYS LANE 0 07/07/12'ISSUED FOR REVIEW � 122 09 2 8 C01� 0.1 HYANNIS, MA 01749 SCALE:1'-2W-W DESIGNED:DKJ OIW NOTES: ABBREVIATIONS 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS 8. COORDINATION,LAYOUT,AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FOR AND MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE 2. ALL DIMENSIONS SHOWN THUS t ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS RESPONSIBILITY OF THE CONTRACTOR. - AND ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK.CONTRACTOR TO VERIFY ALL DIMENSIONS WITH 9. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND ADJ ADJUSTABLE OC ON CENTER PROJECT OWNER PRIOR TO CONSTRUCTION. SPECIFICATIONS. ACT. - ABOVE GRADE LEVEL OPP OPPOSITE 3. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE NORTH. PRIOR TO THE START OF TO. ALL(E)ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, APPROX APPROXIMATE SF SQUARE FOOT CONSTRUCTION,ORDERING OR FABRICATING OF ANTENNA MOUNTS,CONTRACTOR SHALL CONSULT WITH SHALL, BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE PROJECT OWNER'S RF ENGINEER AND FIELD VERIFY ALL ANTENNA SECTOR LOCATIONS AND ANTENNA WORK,SHALL BE RELOCATED AS DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY - C CONDUIT SHT SHEET AZIMUTHS. THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR CONC CONCRETE SIM SIMILAR 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. corn coNrwuous m s1m AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER,THE STATE, 11.ALL(E)INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE + - CJ CONSTRUCTION JOINT TOC TOP OF CONCRI:TE COUNTY OR LOCAL GOVERNMENT AUTHORITY. EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE 5. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT.TO DIAL DIAMETER TOM TOP OF MASONRY ERECTION OF RADIO ANTENNAS,TRANSMISSION LINES AND SUPPORT STRUCTURES. THE APPROVAL OF UTILITY COMPANY ENGINEERING. - on DRAWING IYP TYPICAL 6. WHEN 'PAINT TO MATCH'IS SPECIFIED FOR ANTENNA CONCEALMENT,PAINT PRODUCT FOR ANTENNA 12.THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT, EGO EQUIPMENT GROUND BAR Wf VERIFY IN FIELD WITH MULCH UNLESS OTHERWISE RADOME SHALL BE SHERWIN WILLIAMS COROTHANE II. SURFACE PREPARATION AND APPLICATION SHALL DRIVEWAY OR GRAVEL,SHALL SE GRADED TO A UNIFORM SLOPE,FQNTILIZED,SEEDED AND COVEREDSE NOTED. LA EACH UG UNOFRCRWND BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND PROTECT OWNER'S GUIDELINE'S. 7. COAXAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE PROVIDED BY THE PROTECT 13. THE CONTRACTOR SWILL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT PROP.AT&T ANTENNAS ELEC ELECTRICAL LION UMM OrKERAISE NOTED OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. A SCHEDULE OF PROJECT AL TIMES DURING CONSTRUCTION. 7 1 (1 PER SECTOR,TOTAL OF 3) EL ELEVATION WWF WELDED MITE FABRIC 50 OWNER SUPPLIED MATERIALS IS ATTACHED TO THE BID DOCUMENTS(SEE EXHIBIT3). ALL OTHER 14.PER FCC MANDATE,ENHANCED EMERGENCY(E911)SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS 1 S01 MOUNTED TO EXIST.TRANSMISSION EQ EQUAL W1 WIN HARDWARE TO BE PROVIDED BY THE CONTRACTOR.CONNECTION HARDWARE SHALL BE STAINLESS STEEL. FOR WIRELESS COMMUNICATIONS SYSTEMS. PROJECT OWNER'S IMPLEMENTATION REQUIRES DEPLOYMENT OF STRUCTURE WITHIN PROP. 28'0 CANISTER I EQUIP EQUIPMENT1 EQUIPMENT AND ANTENNAS GENERALLY DEPICTED ON THIS PLAN,ATTACHED TO OR MOUNTED IN CLOSE BR BASE TRA1NSA11550N PROXIMITY TO THE BTS RADIO CABINETS. PROJECT OWNER RESERVES THE RIGHT TO MAKE REASONABLE (E) EXISTING STATION I MODIFICATIONS TO E911 EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED 2 PROP.AT&T TMAS MOUNTED BELOW PROP.ANTENNAS 1 PER SECTOR,TOTAL OF 3 INA SPECIFICATIONS. � EXTERIOR501 MOUNTED TO EXIST.TRANSMISSION STRUCTURE FCM FIELD CDNSTRucnoN Law NOISE AMPLIFIER/\ I MANAGER PCs POISOW FF FINISHED FLOOR COMMUNCATION5� ���:` •.-' EXIST.NfX7EL ANTENNAS FC FINISHED GRADE -EL_/77.5'(100.9'AGL) I _ f PRO?AT&T ANIENNAASS CA GAUGE [ I Q. = 1711 986-AGLI" cALv CxvArmED A-I ANTENNA MAM No. Z GC GENERAL CONIRACFOR _ 1 W TOP OF TRANSMISSION STRUCTURE LG LONG - EL.=16Z5'(90.9 ACL) MAX MAXIMUM ' It. PLATE --- .-- ..-- ----r— 6 AND / YECH MECHANICAL NV / MFR YIAIFACRIREA ® AT I I W - - MASTER GROUND BAR WIN YIN MINIMUMMET Of CONDUCTOR L/ MIT. AL EL. "9.7'TLS 1 AGL NIC NOT IN CONTRACT 11 122. LINE 120,115KV 115KV NB NOT TO SCALE r'X/ST..20x20'AT&T LICENSE AREA off oa,a-_ SYMBOLS AND MATERIALS ¢OF CONDUCTOR 1"N-11--o oNW _ - LINE 122, LINE 120, EL.=1356'�9.2 ACLI75KV 115KV onw OHW PROP.AT&T RADA) HEAD UNITS oHw C \` \ R SURGE ARRESTORS MOUNTED 4 I O o� \\ g NEV ANTENNA STD+ 1 TO PROP. H`FRAME $Ol I \ NW �17 OF CONDUCTOR (E)MASONRYLINE 122. LINE 120, EL.=I222 �5.6 AGL \\\ A�HALT/ROP. GPS ANTENNA MOUNTED 3 oNW I I \ 115KV 115KV ACCEss FtiSELIENr 0 CONCRETE -HW oHw TO EXIST. ICE BRIDGE POST S01 I I \ HMI oHw - I- III- EARTH oHw Hw— —OHw \ oH'w ° \ / I NEX \ 3 PROP. GPS ANTENNA MOUNTED Q CONCRETE I I fQUIPMESHELTE 7 \\ Sol TO EXIST. ICE BRIDGE POST a ELECRIcBWf GRAVEL T I I I \ EXIST.(6)1-518-COAX BAND 5 ® RYWOaD \\ / I I 1 CLAMPED TO STRUCTURE {� 4 PROP.AT&T RADIO HEAD LIMITS LIGHT,TELCOPOE \ \\CABINET �1 &SURGE ARRESTORS MOUNTED 0 SAND TO PROP. H-FRAME Q FND.MONUMENT WOOD DDM, PROP.AT&T ANTENNAS \ L x / /A f > \ $ SPOT ELEVATION / >L / / \ I / \ EXIST.NEXTEL EQUIPMENT SHELTER (1 PER SECTOR,TOTAL OF 3) 1 7 I / / \ I / / \\ / \ ® SET PONT wow B.oaONG MOUNTED TO EXIST.TRANSMISSION Sol Sol / / / EXIST.AT&T EOUIPMENT CAB/NETS STRUCTURE WITHIN PROP. 28'0 CANISTER PROP.AT&T EQUIPMENT CABINET WITHIN EXIST. PROP.AT&T EQUIPMENT GRID REFERENCE ® stm LICENSE AREA NET WITHIN EXIST. o- GRID IAEFETmN� —-— CENTER LIKE PROP.AT&T TMAS MOUNTED BELOW PROP.ANTENNAS 2 �. I \ � fxisr. 1 120 I / / S03 LICENSE AREA (1 PER SECTOR,TOTAL OF 3) ° I URLIRES 1 1 / m. -— —- PROPERTY LINE MOUNTED TO EXIST.TRANSMISSION STRUCTURE SOl Y1 / I , 2 1 / I / \V DETAIL REFERENCE AT&T TO UTILIZE 1 AD PROP. (6)TRIPLEXERS TO REPLACE DOST. / EXIST.ACCESS FROM / \ (6) DIPLEXERS ON EXIST. H-FRAME PROP. (6)TRIPLEXERS TO REPLACE EXIST. STEPPED FOOTING 1 I PUBLIC R.O.W. \ \ I GROUND LEIRL PNI (6) DIREXERS ON D(IST. H-FRAME e E1EVAn011 MATCH LINE 10 \ fC.=76.6 0 0"ACL - 1 W 1 " / \ '1 (. ) 'r iA G7z.` %air' wpa POINT 1 '- LOOKING TOWARDS SWITCH STATION 58 (BARNSTABLE� D c- GROUND MITE J99 COMPOUND PLAN ELEVATION 2 COAXIAL CABLE SCALE:1'-10' Ao1 - SCALE:1'-10' AD7 &DETAILS 0 5' 10' 20' M. 0 5' 10' 20' 30' c,r-G;.E`i'A,,OC,ATE., CHAPPELL BARNSTABLE PHINNEY'S LANE (MA4034) CLEMENTJ. &T MOBILITY R.K. EXECUTIVE CENTRESITE NO.: 1298 rAT&T MOBILITY NGINEERING 201 BOSTON POST ROAD WEST ���� / /suITE 3M NSTAR STRUCTURE#321 LINE#120 R/W#342 550 ITES 1UATE ROAD OMPOUND PLAN AND ELEVATION MARLBOROUGH, MA 01752 r r SURE$ 13 R 14 LLC www.G�u 0.1 11 OB 12 65Um FOR CONSTRUCTION DKJ J ppellongincering.com FIRAMINGHAM, MA 01701 Civil Structural Land Surveying 1364 PHINNEYS LANE o 07/07/12 LsslEm FOR REVIEW pW 382 ,Toe NO, IWw,.No.TaEv HYANNIS, MA 01749 p�Q SCALE:1'-10'-O' DESICINED:DKJ DRAWN:D Ip l C�`� - 09 1298 A01 10.11 I�3.78' „a ace e I a II 1 E)OST. 24b CANISTER TO BE REMOVED O \011w \OUw o EXIST. PANEL ANTENNAS' (1 PER SECTOR,TOTAL OF 3) 01'w t/NE J zo, f 15KV OMw LINE 4120, 115KV 0 OHW OHW- p OHW OHW- 11.02' �/ TO BE REMOVED PROP. 28*0 CANISTER 7.2' \ -P TO REPLACE EXIST. O Cp OIYA 0.63'HxII.02 TiW /� - O�E7190t6.10 83�h111 021Mr3.78b � 511 -DAME PA RO RAYCAP DC2-J8-6D-0-K DC All M AR ESIOR OD STRUCTURE EXISTING E IJ21/55/ON PROP. PANEL�N OO EXISTING ETRANSMISSION PROPOSED TMA oMtNStoE1s 17�'°`17 7�b DMEN90N5 I025%IO2'#xu'b STRUCTURE J32I (1 PER SECTOR,TOTAL OF 3) STRUCTURE J32! PROPOSED DUAL PA RRU PROPOSED SURGE ARRESTOR EX fXs PROP.TMA _ `UNaFR �N�COAX ` EQUIPMENT DETAILS (, PER SECTOR,TOTAL OF 3) SCALE:N.T.S. 501 �"W- �'� ��-_ MOUNTED BELOW PANEL ANTENNAS �'� 7 r / 7 t3' � PROPOSED ANTEN EXISTING ANTENNA PLAN e — PROPOSED ANTENNA PLAN r7NA SCALE:1/2•-1'-0• sal SCALE:1/2•- l'-0• sot %j JUMPERS -, TOP H-FRAM _ ti UNISTRUT� EXIST. is/ems COAX �.I UNISRtUT CARRIER� GPS ANTENNA(BY PCTEL) EXIST. TRANSMISSION UNISTIIUT STRUCTURE - COLLAR BRACKET RU MOUNT KIT(BY PCTEL) PROP R �i (TYP OF 6) 1Y'0 SCH.40 z 18' MIN.SS OR GALV.PIPE PROP. FIBER CABLE UNISTRUT__1 PROP. IW UNISTRUT CONNECNONS PER MANUR REO. EXIST. lSi,'coax UNISTRUT PROP. } H-FRAME �fl EPROP SURGE ARRESTOR PROP.NUT q UNiSTRUT� (TYP OF 3) PROP.LOOK NUT PROP. ERICSSON PROP.PIPE TO PIPE CLAMP PROP. ICSSON (ANDREWS P/N: BC-20-10) - o PROP.12.7mmX254mm ' THREADED ROD PROP.ICE BRIDGE POST TOP GRATING_ ---EXIST. ICE BRIDGE POST 4, B,* I PROP SURGE ARRESTOR EXIST. CONC. PAD V.I.F. (PN: DC6-48-60-18) 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1'-1Y• DIAMETER GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE Ia1W w_X-CD-i8-8S,-0Of_REf ANTENNA ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH USING A HAND pYEX-CD-:72SU11 ffr 14&5.AN OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. THE CUT PIPE, END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET PROP SURGE ARRESTORS PROP. RADIO HEADS PROPOSED DUAL BAND ANTENNA ATTACHED TO THE ANTENNA MOUNT. (TV OF 3) (PN: RRUS 11) (TV OF 6) H—FRAME DETAIL ANTENNA DETAIL 1 GPS MOUNTING DETAIL� S S. SCALE:1•- 1' SOt SCALE:N.T.S. SI)1 SCALE:3'-1'-0• 501 �OF Sol cHAPPELL BARNSTABLE PHINNEY'S LANE (MA4034) CLEM NT G AT&T MOBILITY R.K.TOECUTVE CENTRE SITE NO.: 1298 ���� AT&T MOBILITY 201 BOSTON POST ROAD WEST ENGINEERING � 550 COCHTTUATE ROAD IL -� SUITE 301 NSTAR STRUCTURE#321 LINE#120 R/W#342 SUITES 13 & 14 SITE DETAILS MARLBOROUGH. MA 01752 0.1 11/OB/12-ISSUED F'OR CONSTRUCTION qW J ASSOCIATES,LLC www.chcppellenglneeringxc FRAMINGHAM. MA 01701 47382 Civil Structural Land Suoeyffng 1364 PHINNEY'S LANE a 07/07/12 ISSUED FOR REVIEW Joe Nm a1a ra Im. HYANNIS. MA 01749 1.009 1298 S01 0.1 SCALE AS SHOWN DESIGNED:MW DRAWN:ONJ PROP.AT&T ANTENNAS PENDING STRUCTURAL ANALYSIS PENDING STRUCTURAL ANALYSIS PENDING STRUCTURAL ANALYSIS PENDING STRUCTURAL ANALYSIS PENDING STRUCTURAL ANALYSIS 7 1 (1 PER SECTOR,TOTAL OF 3) & REPORT BY CHAPPELL & REPORT BY CHAPPELL & REPORT EN CHAPPELL & REPORT BY CHAPPELL &REPORT BY CHAPPELL SO1 S01 MOUNTED TO EXIST.TRANSMISSION ENGINEERING ASSOCIATES. LLC ENGINEERING ASSOCIATES, LLC ENGINEERING ASSOCIATES, LLC ENGINEERING ASSOCIATES, LLC ENGINEERING ASSOCUUES. LLC STRUCTURE wTTHIN PROP. 28*0 CANISTER 2 PROP.AT&T TMAS MOUNTED BELOW PROP.ANTENNAS (1 PER SECTOR,TOTAL OF 3) SOI MOUNTED TO EXIST.TRANSMISSION STRUCTURE EX/SL NfXIEL ANTENNAS E17zs'(100.9'Act) _ ¢PROW.AT&T ANTENNAS 1 El =17.' 9d6� TOP OF TRANSMISSION SIR MR EL.=16Z5'(90.9'AGL) NESC , NSTAR WIND 2 NSTAR ICE 3 NESC WIND 250C 4 NESC 250D . 4 of coNDucrOR EL.= w..7'(73.11'AAa) !..5 S02 - S .. S02 SCALE:N.. S02 .T.S 502 ..S S02 LINE 115KV2, Ll115KV0 OF CONDUCFOR LINE 122, LINE 120, EL- 7J58'�9.2 ACL 115KV 115KV ¢OF CONDUCTOR LINE 122,Z LINE 120, _ —EL.=1222'T456 AGL 115KV 115KV EXIST.(6)1-5/8"COAX BAND CLAMPED TO STRUCTURE - PENDING STRUCTURAL ANALYSIS & REPORT BY CHAPPELL ENGINEERING ASSOCIATES, LLC GROEV EL EL. =UND 76.6L '(0.0"ACL) , S - LOOKING TOWARDS SWITCH STATION #958 (BARNSTABLE) TOWER LOADING DATA STR VATIO B SCALE:N.T.S 502 S S,Q r'd� Sp2 BARNSTABLE PHINNEY'S LANE(MA4034) . AT&T MOBILITY ' CHAPPELL R.K. EXECUTIVE CENTRE ENGINEERING 201 BOSTON POST ROAD WEST SITE NO.: 1298 ���� AT&T OC MOBILITY S su"> 3M NSTAR STRUCTURE#321 LINE#120, R/VV#342 550 COC 13 & ROAD t STRUCTURAL ANALYSIS AND DETAILS MARLBOROUGH,MA 01752 � SUM 13 & 14 ASSOCIATES,LLC www.chappellwgineering.com FRAMINGHAM, MA 01701 0.1 11/O6/12 ISSUED FOR CONSRtUCIION ALCLEMENT Civil Structural Land Surveying 1364 PHINNEYS LANE 0 07/07/12 LSSUED FOR REVIEW 38� No Joe No.HYANNIS, MA 01749SCALE AS SHOWN DESIGNED:MW _ 1.009 1298 S02 0.1 S/ONAI 2 w N x— \ EXIST.CHAIN LINK�fTS� �21.0'� I \ `\ I� rrr""IIII `EXIST 70k70•LICENSE AREA 25.0' \\ I I I EXIST.(J)REMOTE RADIO HEADS& PCB-02 MOUNTED TO EXIST H-FRAME FRONT VIEW PLAN\VIEW PROP. RADIO HEAD UNITS 4 I ---------- ---------------- LTE CABINET DETAIL 1 M«UEMM TO H-FRAME sot I. I EXIST ICE BRIDGE ----- ----------- — I CC/RXA/T �9 SCALE:NOT TO SCALE $03 i I 1900 RBS 3106 PROP.GPS ANTENNA 3 MOUNTED TO EXIST. ICE BRIDGE POST Sol CONCRETE PAD I / PROP. (6)TRIPLEXERS REPLACE EXIST. (6) DIPLEXERS —-0 o \ ' I __ cI0 — +° 1 PRE. EN I PROP.PURCELL LTE ------ - EXIST U/G �3 EQUIPMENT CARNET CABINET MOUNTED TO I COAX ROUTING ON PROP. FRAME PROP.STEEL FRAME �1 I EXIST.(3)REM07F RADIO HEADS MOUNTED 70 EXIST.H-FRAME NOK/A UL TRASITE NOKIA ULTRA5I7E�t-T' UL7RA5/TE BOOST SUPPORT GSM 1900 (EMPTY) PROP.HOLE FOR CABINETBOLTS I I EXIST EMERSON N5700 MOUNTING BOLTS I I I PROP.UNISTRUT SUPPORT I I - I POKER PLANT ✓/ I I / / / PROP.HOLE FOR CABINET FOR SURGE ARRESTER \ TYp, I MOUNTING BOLTS / / F PROP.UNITHRU TRUTBOLT O O O PROP.SURGE ARRESTER I - / I THRU BOLT PROP.3'X3 L TOP PROP 2'X2'W4'L O O THRU BOLTED TO UNISTRUF I I BRACING(TYP.) PROP.2'X2'J0j'L I I BRACING(TYP.) PROP.3�(3'74i'L EXIST.METER CENTER -_ &iELCO BOARD PROP.SURGE ARRESTER PROP.SURFS ARRESTER L__ _______________i_ —x— THRU BOLTED TO UNISTRUT PROP.SURGE ARRESTER PROP.1)'SIMPSON PROP.3'X3')a1'L I I 1 PROP.1f'SIMPSON T \ STRONG-RE ANCHOR STRONG-TIE ANCHOR 3'MIN.EMBEDMENT(".) _ 3'MIN.EMBEDMENT(TYP.) PROP.)S'THRU / \\ BOLT(TYP.) / \ EXIST.CONCRETE PAD 0 EXIST.CONCRETE PAD / \ PROP.X!THRU O PROP.3'X3'>d'L BASE � \ PROP.UNISTRUT SUPPORT O BOLT(TYP.) FOR SURGE ARRESTER PROP.3-X3'1Na'L BASE PROP. THRU \ / BOLT (TYP.) LTE CABINET FRAME LTE CABINET FRAME EQUIPMENT PLAN 4 SCALE:N.T.S. 503 SCALE:N.T.S. S03 SCALE: 1/2'- V-0'. S03 jHOF BARNSTABLE PHINNEY'S LANE (MA4034) S AT&T MOBILITY ' CHAPPELL R.K.EXECUTIVE CENTRE SITE NO.: 1298 AT&T MOBILITY ENGINEERING 201 BOS70S ITS 3 ROAD WEST Q_� 550 COCHTTUATE ROAD SUITE 3O1 NSTAR STRUCTURE#321, LINE#120 R/VU#342 /VO(� SUITES 13 & 1a �2 CONSTRUCTION DETAILS Mw.chup OUG#i, MA 01752 ASSOCIATES,LLC 0.1 11/06//2 651JED FOR CONSTRUCTION J www.chappellengineering.com FRAMINGHAM, MA 01701 Civil Structural LBno Surveying 1364 PHINNEY'S LANE 0 07/07/12 ISSI FOR REVIEW RSA No UOB 11D. Ulm NIX III HYANNIS, MA 01749 SCALE.AS sNowN DEsaRFn:DIw :awALI 1221.009 1298 503 0.1 5ff GROUNDING NOTES 4 0 1.�INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT 7/16GROUND WIRE DOWN TO ANTENNA GROUND BAR. /6 AWG FROM a o 12'TO 24' 2.WEATHER PROOFING SHALL BE TWO-PARR TAPE KIT.COLD SHRINK 1.THE SUBCONTRACTOR SHA L RENEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND ANTENO KIT�LL o SHALL NOT 8E USED. (AS ADOP PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR SIPoCi COMPLIANCE WITH THE NEC - ® '1TO ANTENNAS (AS ADOPTED BY THE ANJ),THE SfTE-SPECIFIC(UL CPI,OR NFPA)LN.IITING PROTECTION CODE.AND l�J-" DETAIL 508A ��� GENERAL COMPLIANCE WITH TELCORDIA AND TN GROUNDING STANDARDS.THE SUBCONTRACTOR SHALL GROUND BAR 1 REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. ON WALL, 2.ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO,LIGHTNING PROTECTION. FLOOR OR ON LEGEND TX1 R%1 T%2 RX2 WEATHERPROOFING ANTENNA TOWER WEATHERPROOFING KITAND AC POWER GETS)SHALL BE BONGED TOGETHER,AT OR BELOW GRADE,BY TWO OR MORE COPPER 1- COPPER GROUND BAR,Y•X4Fl(20•,NEWTON INSTRUMENT CO. KIT��) BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. CAT.NO.B-6142 OR EQUAL HOLE CENTERS TO MATCH NEMA (SEE NOTE 3) DOUBLE LUG CONFIGURATION.(ACTUAL GROUND BAR SIZE WILL CABLE GROUND KIT COAX JUMPER GROUND KIT(M.) 3.THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING(PER VARY BASED ON NUMBER OF GROUND CONNECTIONS) �6 AWG STRANDED COPPER GROUND �') (SEE NOTE) IEEE 1100 AND 81)FOR NEW GROUND ELECTRODE SYSTEMS. O O O O O O O WIRE(GROUNDED TO GROUND BAR 2- INSULATORS,.NEWTON INSTRUMENT CAT.N0.3061-4 OR EQUAL )(SEE 4.METAL RACEWAY SHALL NOT BE USED AS THE NEC REWIRED EQUIPMENT GROUND CONDUCTOR. NOTE 1 &2) CONNECTOR STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN ACCORDANCE WITH THE NEC,SHALL O O O O O O O O O 3- 5/8•LOCKWASHERS,NEWTON INSTRUMENT CO. WEATHERPROOFING #6 AWG BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. O CAT.NO.3015-8 OR EQUAL NOTES: KIT(T�') i 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT SEE NOTE 2 ANTENNA GROUND BAR, 5.THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TWO HOLE LUG,OR 4- WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO. ANTEN NA SIMILAR TO DETAIL 3 WITHOUT GROUND WARE DOWN 1D GROUND BAR. TO ADHFIVE A TEST RESULT OF 5 OHMS OR LESS ON TOWER SITES AND 10 OHMS OR LESS ON EXOTHERMIC WELD TO BE CAT N0.A-60.56 OR EQUAL ANTENNA LADLE INSULATORS.BONDED DIRECTLY ROOFTOP STIES.WHEN ADDING ELECTRODES,CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE TO TOP OF MONOPOLE OR USED WTTII{2 AWG BCW 2. ROUNDING KR SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR TO BTS EQUIPMENTBEIWFENIHE ADDED ELECTRODE ANDANY OTHER EXISTING ELECTRODES EQUAL TO THE BURIED LENCTIi OF 5- 5/8-11 X 1•HHCS BOLTS.NEWTON INSTRl1NENT CO. ANTENNA MOG �) M�TO BUXDINC SER..GROUND RECOMMENDED BY CABLE MANUFACTURER.THE ROD.IDEALLY,CONTRACTOR SHALL STRNE 1D KEEP THE SEPERATION DISTANCE EQUAL TO TWICE THE OR GROUND RING CAT N0.3012-1 OR EQUAL 12/0 GREEN BURIED LENGTH OF THE RODS. - - ANTENNA- 3•WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH KIT. TO E----- -----�INSULATED TO 6.EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE --GROUND BARS E THE BOTTOM OF lOWENS/MONOPOlES 6- INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO COLD SHRINK SHALL NOT BE USED. SUPPORT PIPE LOWER CIGBE TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER. SHALL ONLY USE XTOTHERMIC WELDS. TOWERTURE SHAHOPINE STRUCTURE CONNECTION TR TOMMENDAIONS. ANTENNA STRUCTUfff SHALL BE PER NANUFACNRERS RECONNENDATIONS.7.APPROVED ANTIOXIDANT COATINGS(I.E..CONDUCTIVE GEL OR PASTE)SHAD.BE USED ON ALL INSTALLATION OF GROUND CONNECTION OF CABLE GROUND CONNECTION OF GROUND WIRE COMPRESSION AND BOLTED GROUND CONNECTIONS. WIRE TO GROUND BAR GROUND BAR DETAIL n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i SURGE ARRESTOR GROUND CONDUIT IS UNAVOIDABLE(EC.,NON-METALUC CONDUIT PROHIBITED BY LOCAL CODE)THE GROUND BAR TIED INTO EXIST. PROP.EQUIPMENT CABINET CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 1f�0 COA%MALL) ( GROUNDING SYSTEM ON EXIST.CONC.PAD 13.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED.BACK-TO-BACK PROP.CPS EXIST.CPS ANTENNA CONNECTIONS ON OPPOSITE SIDES OF THE GROUND ARE PERMITTED. I RET ANTENNA GROUNDING �T EXIST ICE GROUNDING 14.THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND BRIDGE/CABLE TRAY CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE - EXIST, ICE BRIDGE GROUNDING TO THE CONDUIT. PROP.SURGE 15.USE OF 90'BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' ARRESTOR EXIST COAX GROUND BAR BENDS CAN BE ADEQUATELY SUPPORTED.IN ALL CASES,BENDS SHALL BE MADE WITH A MINIMUM BEND iNp TMp RADIUS OF 8 INCHES. 16.EACH INTERIOR TRANSMISSION CABINET FRAME/PLRNH SHALL BE DIRECTLY CONNECTED TO THE EXIST-LOWER C/GBE EXIST.EOUIPMENI MASTER GROUND BAR WITH 8 AWG STRANDED,GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND I%-0 COAT(CABLE MOUNTED TO STRUCTUREMMG , GROUND B4R WIRE UNLESS NOTED OTHERWISE IN THE DETAILS.EACH OUTDOOR CABINET FRAME/PLINTH SHALL BE (TYP ALL) DIRECTLY CONNECTED TO THE BURIED GROUND RING WITH 2 AWG SOLD TIN-PLATED COPPER WIRE •• Ii i g@55 EXIST.METER AND UNLESS NOTED OTHERWISE IN THE DETAILS. PROP RADIO HEADS •• • iI 6 g DISCONNECT REMOTE RADIO REMOTE RADIO N N 1 Po 17.EXOTHERMIC WELDS SHALL BE USED FOR FOR ALL GROUNDING CONNECTIONS BELOW GRADE GLINTED 0 DI B ADSHEAD UNIT HEAD UNITCONNECTIOS TO ABOVE GRADE UNTIS SHALL BE MADE WTIH XTOTHERMIC WELDS WHERE PRACTICAL OR WTIH 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WTIH STAINLESS STEEL HARDWARE INCLUDING SET i EXIST. 2 AWC � PSCREWS•HK;t1 PRESSURE CPoNP CONNECTORS MAY ONLY BE USED WITFI WRITTEN PERMISSION FROM TIC POD CABLE SOLID COPPER GROUND VV 50L1D T/NNfO BECHTEL TELECOMMUNICATIONS MARKET REPRESENTATNE LEADS TO EXIST/PROP. i EXIST i I COPPER(TYP) 18.ALL EXTERIOR GROUND CONNECTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING, GROUND RING/N LIOUID-DTE CONDUITS SHALL BE 2 AWG SOLID TIN-PLATED COPPER UNLESS OTHERWISE INDICATED. FIBER CABLE i GRADE 19.ALL WIRE TO WIRE GROUND CONNECTIONS TO THE ANTENNA GROUND RING SHALL BE FORMED USING XIST. (2J j�2AWC TINNED SOLID HIGH PRESSURE CRIMPS OR SPLIT BOLT CONNECTORS WHERE INDICATED IN THE DETAILS. GROUND EACH ICE BRIDGE COPPER GROUND LEADS ID - SURGE ARRESTOR POST(TOP AND BOTTOM) / TO EXIST. 'EXIST/PROP. GROUND RING IN _�.__ 20.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. - I f _ - - __ =NO EXIST. GROUND RING � / LIQUID-TIRE _ �-- (ROUND 21.ON ROOFTOP SITES WHERE EXOTHERMIC WELDS ARE A FIRE HAZARD COPPER COMPRESSION CAP CONNECTORS MAY BE USED FOR WIRE TO WIRE CONNECTORS.2 HOLE MECHANICAL TYPE BRASS ' (2)T,•0 DC I I �T- EXIST/2 AWG SOLID EXIST.GROUND CONNECTORS WITH STAINLESS STEEL HARDWARE,INCLUDING SET SCREWS SHALL BE USED FOR - _-----y__ 1 i COPPER GROUND LEADS i CONNECTION TO ALL ROOFTOP TRANSMISSION EOUIPMEHT AND STRUCTIJAL STEEL POWER CABLE ! i INSPECTION WELL -- 22.BOND ALL METALLIC OBJECTS WITHIN 6 FT.OF THE BURRED GROUND RINGWfTH 2 AWG SOLID NOTES: 1 D TIN-PLATED COPPER GROUND CONDUCTOR.DURING EXCAVATION FOR NEW GROUND CONDUCTORS.IF 1. ONE PROPOSED ANTENNA SHOWN, - __ __�' -` \ / EXIST.GROUND RING EXISTING GROUND CONDUCTORS ARE ENCOUNTED,BOND EXISTING GROUND CONDUCTORS TO NEW (12)PAIR BUNDLED ALL SECTORS SIMILAR. CONDUCTORS. - FIBER CABLE 2. NO MODIFICATIONS TO EX61ING _ __- ANTENNA PLUMBING REQUIRED. i EXISTING ANTENNAS NOT SHOW EXIST NON-DIRECDONAL ----- - i EXIST.E /O'LONG COPPER MAIN FOR CLARITY. GROUND CONNECTION TO I CLAD STEEELL GROUNDING (BASELD) POWER PLANT EXISTING GROUND RING y ELECTRODE(1YP. OF 4) AN UNIT 3. SEE FINAL RF DATA SHEET FOR - - ANTENNA CONFIGURATION. ONE LINE PLUMBING DIAGRAM B GROUNDING RISER DIAGRAM e SCALE:NOT TO SCARE FA1 SCALE:NOT TO SCALE F r CHAPPELL BARNSTABLE PHINNEY'S LANE(MA4034) CLEMENT AT&T MOBILITY R.K. EXECUTIVE CENTRE SITE NO.: 1298 �� AT&T MOBILITY 201 BOSTON POST ROAD WEST ENGINEERING SUITE 301 550 COCHfIUATE ROAD � y GROUNDING DETAILSMARLBOROUGH. MA 01752 NSTAR STRUCTURE#321, LINE#120, R/W#342 SUITES 13 AI: 14 01 11/a/12 ISSUED FOR CONSTRUCTION DKJ s ASSOCIATES,LLC www.chappellonginearing.com FRAMINGHAM, MA 01701 Civii Structural Land S;urve.0ng 1364 PHINNEYS LANE 0 07/07/12 ISSUED FOR RENEW NO. Joe NO. 171C xa t�YI HYANNIS, MA 01749 �S 1.009 1298 E01 0.1 SCALE:AS SHOWN DESIGNED:DKJ DRAWN: 1Ll ANTENNA CONFIGURATION %/ VeI'I Otl LTE 850 PCs 850\x/ wireless STRUCTURAL NOTES: X /\ 1. STRUCTURAL ANALYSIS DONE BY OTHERS. 400 FRIBERG PARKWAY X I I 2, VERIZON SHALL PROVIDE A STRUCTURAL ANALYSIS OF THE TOWER PREPARED BY A WESTBOROUGH,MA. LICENSED STATE STRUCTURAL ENGINEER CERTIFYING THAT,THE EXISTING TOWER AND ANY 01581-3936 ` REQUIRED IMPROVEMENTS AND REINFORCEMENTS HAVE SUFFICIENT CAPACITY TO SUPPORT X ( \/X\/ I ALL EXISTING AND PROPOSED ANTENNAS, SUPPORTS AND APPURTENANCES AND COMPLIES (508)3303300 WITH THE CURRENT EDITION OF THE STATE BUILDING CODE AND EIA/TIA CRITERIA THE CONTRACTOR IS RESPONSIBLE TO CONFIRM THAT ANY AND ALL IMPROVEMENTS AND X \ / REINFORCEMENTS REQUIRED BY THE STRUCTURAL ANALYSIS CERTIFICATION ARE PROPERLY /X\ INSTALLED PRIOR TO THE ADDITION OF ANTENNAS. SUPPORTS AND APPURTENANCES SITE PROPOSED ON THESE DRAWINGS OR OTHERWISE NOTED IN THE STRUCTURAL ANALYSIS. j I NOTE, ANTENNA CONFIGURATION IS VIEWED FROM BEHIND SECTOR HYANNIS 2 MA I 4 i A&E FIRM m TUPLNING MILL CONSULTANTS,INC. DEVELOPERS,ENORMERS AND CONSTRUCTION MANAGERS 68 TUPPER ROAD,UNIT 3 PO BOX 1159.SANDWICH,MA 02563 TEL:(508)8884383—FAX:ISM)8884246 I www.WNRgm8lmnwhanhmm SITE ADDRESS: PROPOSED VERRON I REPIACEMIENT OF 3 DUSTING ANTENNAS - PROPOSED VETffiON WIRELESS ANTENNA ARRAY _ ON EXISTING MOUNTS AND THE ADDITION —— OTAOL EXISTING ON EXISTING MOUNT ANTENNA PER SECTOR PHINNEY'S LANE TRANSMISSION TYPICAL TO 3 SECTORS POLE - (TOTAL OF 9 AN ENNAS REPLACED AND 3 ADOTIIONAL ANTENNAS) HYANNIS, MA 02601 I SUBMITTALS EXISTING COAX , ICE BRIDGE EXISTING 6' HIGH VINYL FENCE EXISTING TRANSMISSION POLE I t I B 08/08/12 ISSUED FOR CONSTR. EXISTING 8'WIDE A 06/25/12 1 ISSUED FOR REVIEW GATE PROFESSIO A T M I EXISTING VERIZON WIRELESS 12'x3O' EQUIPMENT SHELTER U G' DAMES ti P. m STRox i E NO.2003a EXISTING GRADE EXISRNG DRAWN BY: SRS 1O' WIDE GATE CHECKED BY: MFJ I 1 COMPOUND PLAN 2 ELEVATION SHEET TITLE: I E-1 SCALE NONE E-1 SCALE:NONE COMPOUND PLAN & ELEVATION SCOPE SHEET NUMBER: 1. VERIFY EXACT COAX AND ANTENNA INSTALLATION WITH LATEST RF DATA SHEETS PRIOR TO INSTALLATION. 2.VERIFY EXACT ANTENNA HEIGHT WITH RF DATA SHEET PRIOR TO INSTALLATION. E 1 VW 12.85 I I PROP. IV HIGH 6 WHITE VINYL FENCE 'Ah4 PROP.U//O TEUCO RUN FROM. 5 Id _ PROP. 8' 7 EXIST.IEICO DEMARC WRHIN E-t I A•n 4 ARUORVITAES(IYP.) A-4 3'WOE TELCO AREA. Unlimit Yourself I ' / I l 285 BILLERICA ROAD k PROP.ME180 PCs z° z EQUIPMENT WITHIN PROP. A-3 / / I �'U IBC 4 THIRD FLOOR 01824 0-051i7-O'LEENSE AREA i / I TEL (978) 244-7200 C1 FAX (978) 244-7240 PROP. METRO PCS 3 COAX ICE,BRIDGE A-4 Q)q PEiLL PROP. METRO PCS GPS GSM 5 Cy{ / / I a�C CHAP t ANTENNA PROPMOUNTED BRIDGE A-4 % I f ENGINEERING PROP.ICE '�. // j I r / I ASSOCIATES,LLC PROP. METRO PCs 10.0' ' Cmf Structures!-Land Surveying Q O a -^� WIDE:ACCESS.AREA \ ayR 4 fib' / / I FROM PUBLIC R.O.W. O R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 301 rldi .%+•'` / I MARLBOROUGH, MA 01752 aylr b (508) 481-7400 www.chappellenglneering:com w\ �`.�,' .'PROP. 1 O_WIDE 10F %w t . / I DOUBLE swLNc GATE - I (Y MqS ux£ ►rs�tsry ? -DAVI s9 / I PROP, METRO PCS 5' \ / a+wl toffoHwcHw WIDE COAX AREA oHw aHw w •ti H4T CAw�c;w 0MY v: oHw 1 C � a � j \�\ can. 4 � . � PROP. METER a",� �y�4'►¢ r,? � tam; \� ;- SS/ANAL \ SmUCIURE 1163 x 1 I - uNE J113 t�5kv . mow_ �w oHw- ENGINEER/LAND SURVEYOR DATE \ayw oHw o w oiw oew oHw oHN I °HW CH wIW oHw ^Hw off IT IS A VIOIATtCH OF LAW FOR ANY PERSON,' mm:_PROP.-METRO PCS PANEL ANTENNAS UNLESS THEY ARE ACTING UNDER THE DIREaW cTyy _ _ _ (1 PER SECTOR,TOTAL OF 3)MOUNTED TO C'. OF 4 ucET1sED PROFESSIONAL fJtODIEER A-4 S 1 PROP. 100 CLASS I (BB'A.G.L)REPLACEMENT �k. To ALTER THYS DOCUMEI. \a+µ _ WOOD STIOlCR1RE/183 0 88'-0'AGL ' C APPROX. LOCATION OF v IXSST V£R7ZON' x EXIST. COUNTERPOISE REVISIONS 1L —l�lf • ti f oHiY-- w oHw I oq.v `j Otive w CHw UNE wts tl5kv ' a+w oHw aIw oHw w off, arLw aHw 5 _ 5 PROP. U/G ELECTRIC RUN FROM EXIST, STRUCTURE 19157/210 E,gST. st E17ST CflYAMCMORS - ( I WITHIN WIDE ELECTRIC AREA 1 11/11/10 ISSUED.FOR ZONING/CONSTH, x ..0 11/01/10 ISSUED FOR REVIEW 1 , REV. I� DATE. DESCRIPTION lrcvl�lG i 'i PROEM to DaicxEo er aHr SruE 'I a ucI I I ua/E/T' u/E/* r 7ss 2R2 oRAwR W: NRO AS SHOWN I 1 � cnEcx'o I1Yc :ILR r� �w SITE HYNO029C NSTAR PHINNEY'S LANE a+w � , '` ex�sr. PETrrzav rwmrreNr r k ., sNatEa HYANNIS RM#343, STRUCTURE #163, LINE#115, 115KV mow\ W 5fcv 1 I 1 = SITE ADDRESS:ayw .•:; :r•, •..... 1 - �j •;i•::5_'�..'.,,. �.;•;'• I I , .. 133SPHINNEY'S LANE W :�•E.;.ir::.7. czr i4NK I I PROP. ODUM 24x36' I HANDHOLE FOR NEW x HYANNIS,MAOJB01 or I a° I ELECTRIC CONNECTIONS DRAWING TITLE: x ter. 1z r i PARTIAL SITE PLAN a47E*' OHw ------- ----�''-- n a� SH7NC G17F Dn 11N£/84 arLw aHwoHw oHw . .. 1UIL OHW OH5 OHW I --- -----a 1 I DRAWING NO: PARTIAL SITE PLAN SCALE 1'"5'-0' 0 21' S' 1LY 15' is �e °Oen you hear me nmv?" ireless N ELL ENGINEERING EERING n w verfao= Fatn:ASSOCIATES,LLC Civil Structural•Land Surveying 400 FRIRERG PARKWAY, WESTBOROUGH, MA 01581 201 BOSTON POST ROAD WEST, SUITE 301 NSTAR HYANNIS 2 MARL(508) 4H1 7 01752 (508) 481-7400 www.choppellengineering.com NSTAR ELECTRIC COMPANY R/W #343, STRUCTURE ##1535 LINE #1159 115kv OF OFF PHINNEY'S LANE x HYANNIS, MA 02601 �' y BARNSTABLE COUNTY , t� SITE TYPE: COL•OCATION ON EXISTING TRANSMISSION STRUCTURE , SITE INFORMATION: VICINITY MAP APPROVALS LAND OWNER: HARBORSIDE REALTYTRUST SCALE: 1"=1000 LAND&STRUCTURE ENGINEER/LAND SURVEYOR DATE 23 ELLIOTT STREET - - _ .+ 3i ; - 'A� a''"'r a ; ram '`� "s �;3�� i -'1 - OWNER: R IS A VIOLATION OF LAW FOR MY PERSON, CENTERVILLE,MA 02632 aC r � F ' f fi�vC i#� 1 f UNLESS THEY ARE ACTING UNDER THE DIRECTION ± •, +� 's2 �,r'�( rC+ ^ tr _ 4rt r �y l<y'ti _ �4 1'r OF A LICENSED PROFESSIONAL ENGINEER. Lr+" °ic•� td FIELD CONST.MGR: STRUCTURE& NSTAR ELECTRIC COMPANY 4 r < e� F +'• � -- �.i. 'i`-�° To AVER THIS DocuNERr. EASEMENTOWNER: ONE NSTAR WAY,SE210 4 ,r q.�.. :-I~ Fop a1 �� • j r0 `- E1{t�"�Via. �` a �'��"� � r ti � RF ENGINEER: WESTWOOD,MA02090t• `I. „ U (! " -* T re # �-- y r r REVISIONS if, ,6 s �! _� { SITE ACQUISITION AGENT: STRUCTURE OWNER SITE ID: RAN#343,STRUCTURE#163,LINE#115,115kv 5 ,"k - - , zP' - •�"'�,� �' • ti e q 4 03/02/09 ZONING/CONMCNON REVISE) - tb: v" 5 1 ♦ L r - < ARCHITECT/ENGINEER: APPLICANT: BELL ATLANTIC MOBILE OF MASSACHUSETTS ' ,,J +v ,OZ ,.r" 4 .•rr j-. t " 3 12/08/08 ZONING/CONSTRUCTION REVISED CORPORATE(dba VERIZON WIRELESS) . •a• 1 y � � 'fi -� 0 ./ ,.400 FRIBERG PARKWAY �/ +•°' .. SHEET INDEX 2 10/20/08 ZONING/CONSTRUCTION REVISED a � � �.� '� � - 1 � ` WESTBOROUGH,MA01581 -= t,.• } / "� •' ✓i 1 10/10/08 ZONING/CONSTRUCTION FINAL SITEADDRESS: OFF PHINNEYS LANE � • s'�Q� %b Sal y t "tr - DWG. DESCRIPTION REV. HYANNIS,MA 02601 LdV " }v"b sF"" a 91 vl 4 4f5 0 09/23/08 ISSUED FOR ZONING/CONSTR. COUNTY: BARNSTABLE � 0 F- cT C _ a '• R * j T-1 TRLESHEET 4 A 09/16/08 ISSUED FOR REVIEW ' 4 • J I I E $ t€ •` GN-1 GENERAL NOTES 4 LATITUDE: N 41°-40'-45.13' ,•�+ REV. LONGITUDE: W 70°-16'-39.r2° - fet �'� �! fv_.. �+r i �• � @�: x C-1 LOCUS PLAN 4 R DATE DESCRIPTION �`; PRaEcr Na DA DmcIED er: urt CRN ZONING CLASSIFICATION: RG(RESIDENCE G) _ 7 � ) _ "�^i' y .� - G2 SfTEPIAN&NOTES 4 1 DRASNar xxe 1 962 0.069 AS SHOWN ZONING JURISDICTION: TOWN OF BARNSTABLE + IIdRl�l/' `P'�..::•, � ��, x '�s}), � �,"� �',� L-1 LEGAL PLAN 4 ralEryc'D rrr. at TAX ID PARCEL NUMBER: MAP 274 LOT 23 �IIf1/f :. tl 'I , A-1 COMPOUND PLAN&ELEVATION 4 SITE NAME ARCHITECT ENGINEER: CHAPPELL ENGINEERING ASSOCIATES,LLC ; NSTAR HYANNIS 2 / •: (yT0•f11 A-2 FOUNDATION DETAILS 4 1 201 BOSTON POST ROAD WEST,SUITE 301 • S aE a > N7<!t' v� MARLBOROUGH,MA 01752 0 .LI •sF, k A3 SHELTER ELEVATIONS 4 NSTAR ELECTRIC CO. LEGAL REPRESENTATION: DUAL&KLASNICK,L-C. * i r �-»;• � �..-� .; ; �' � � s-1 DETAILS a R/W#343,STRUCT.#163, DANIEL D.KLASNICK,ESQ. j Y 10 CEDAR STREET,SUITE 17 r�s •2H p •, t 4 Cal S LOADING DIAGRAMS,ANTENNA MOUNTING PLAN&DETAILS 4 LINE#115, 115kv WOBURN,MA 01801 •� K+ '�,, a a Y E•1 ELECTRICAL DIAGRAM&DETAILS 4 SITE ADDRESS kQadw dklasni aklaw.com � .�••1 ✓+ a' E2 GROUNDING DETAILS 4 • � S� � .` . � �o-� OFF PHINNEY'S LANE POWER COMPANY: NSTAR "S8 '• •� HYANNIS,MA 02W1 ONE NSTAR WAY,STE.21Osl�irk! • ' � '� • DO NOT SCALE DRAWINGS WESTWOOD,MA 02090 r•. ! ` �p ' f 888 633-3797 --+r N` r « ' - DRAWING TITLE: ( ) ,Inj , .. Ry+ . i � f CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON IIIII, ra • •• ��t TJ ♦ ` ! THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE TELEPHONE COMPANY: VERIZON _ ro' + c• .. " 185 FRANKLIN STREET „__* • ' `� ( '?-• O! IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE TITLE SHEET BOSTON,MA 02107 - RESPONSIBLE FOR SAME: (600)941-9900 _ DRIVING DIRECTIONS PROJECT DESCRIPTION TAKE RT-9 EAST/TURNPIKE ROAD. MERGE ONTO 1-495 SOUTH VIA THE RAMP TO CAPE COD/1.90. CONTINUE 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR DRAWING NO, ON RT-25 EAST. CONTINUE ON RT-28. AT BOURNE ROTARY,TAKE THE 3RD EXIT ONTO RTEA EAST/SANDWICH THE TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC ROAD. TURN RIGHT AT MID CAPE CONN. TAKE THE RAMP ONTO MID-CAPE HIGHWAY/US-6 EAST. TAKE EXIT 6 CELLULAR SERVICE FOR RT-132 SOUTH TOWARD HYANNIS. MERGE ONTO IYANNOUGH ROAD/RT-132. TURN LEFT AT PHINNEYS 2, THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY.LANE. SITE IS LOCATED ON THE RIGHT HAND SIDE 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. T- 1 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. GENERAL NOTES: CONCRETE AND REINFORCING STEEL OTES: ELECTRICAL INSTALLATION NOTES: 1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318,ACI 336.ASTM A184,ASTM A185 AND THE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE,CONTRACTOR-VERIZON WIRELESS 1. WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALSSHALL COMPLY WITH THE REQUIREMENTS SUBCONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. UNLESS NOTED OTHERWISE A OF THE NEC AND TELCORDA. OWNER -VERIZON WIRELESS " HIGHER STRENGTH (40OPSI) MAY BE USED.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 381 CODE 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND OEM - ORIGINAL EQUIPMENT MANUFACTURER REQUIREMENTS TRANSPORT CABLING TO THE NEW B15 EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE CONTRACTOR FOR APPROVAL _ "Wheless FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPLICES SHALL BE CLASS 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY - SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE 'B'AND ALL HOOKS SHALL BE STANDARD,UND. THE NEC AND TELCORDIA. ATTENTION OF CONTRACTOR. 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. "Can you hear me now?" 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, DRAWINGS: REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH CONCRETE CAST AGAINST EARTH........3 IN. - 5. EACH END OF EVERY POWER,GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING CONCRETE EXPOSED TO EARTH OR WEATHER: COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV THE PERFORMANCE OF THE WORK. /6 AND LARGER..........................2 IN. 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 15 AND SMALLER &WWF............% IN. EXISTING INSTALLATION REQUIREMENTS. SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST.THE GROUND: 6. POWER PHASE CONDUCTORS(I.E. HOTS)SHALL BE LABELED WITH COLOR-CODED INSULATION OR SLAB AND WALL..........................414 IN. _ ELECTRICAL TAPE(3M BRAND, N INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION, OR EQUAL). PHASE S. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE,INTENDED TO SHOW OUTLINE ONLY. BEAMS AND COLUMNS................%IN. CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC.&OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS C�i CHAPPELL 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHINGMATERIALS,EQUIPMENT,APPURTENANCES, ENGINEERING AND TABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5.A CHAMFER-'SHALL BE'PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UND,IN ACCORDANCE WITH ACI 301 SECTION 7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 4.2.4. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION,WIRE ASSOCIATES, LLC 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S CONFIGURATION, POWER OR AMPACITY RATING,AND BRANCH CIRCUIT ID NUMBERS(I.E., PANEL BOARD AND CIRCUIT ID'S).' RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED - Civil•Structural•Land Surveying PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SWUl CONFORM TO.MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT B. PANEL BOARDS (ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS)SHALL BE B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. - 201 BOSTON POST ROAD SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. HOLES IN CONCRETE SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE STAINLESS STEEL OR HOT DIPPED WEST, SUITE 301 GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. MARLBOROUGH, MA 01752 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND TI CABLES,GROUNDING 10. POWER,CONTROL;AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR 508 481-7400 CABLES AS SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE 7. CONCRETE CYLINDER TES IS NOT REQUIRED'FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE - (IBC1905.6.2.3)IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; - FOR AWG OR LARGER),R 600 V,OIL RESISTANT THHN OR T FOR THE LOCATION AND RACEWAY SYSTEM USED, CLASS B STRANDED COPPER CABLE RATED www.chappellengineering.com ACTUAL ROUTING WITH THE CONTRACTOR. (A) RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. FOR 90'C(WET AND DRY)OPERATION; LISTED OR LABELED FOR (B)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. UNLESS OTHERWISE SPECIFIED. 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS,CURBS, LANDSCAPING AND FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(16 AWG OR STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTORS.EXPENSE TO THE SATISFACTION OF THE OWNER. � 8.AS AN ALTERNATIVE TO REM-7.TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS OF LARGER), 600 V.OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,CLASS B STRANDED COPPER CABLE uOf CONCRETE FROM EACH DIFFERENT BATCH PLANT. RATED FOR 9D'C(WET AND DRY)-OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM �`�,�" 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL - USED,UNLESS OTHERWISE SPECIFIED. V Q, CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED 9. EQUIPMENT SHALL NOT BE PLACED ON.NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT IS VERIFIED BY DAV A -Y TO THE OWNER'S DESIGNATED LOCATION. - CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE,SHALL BE SINGLE O / - CONDUCTOR./3 AWG SOLID TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. � C EL 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. STRUCTURAL STEEL NOTES: - 13. POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR,TYPE TC 13.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR 1. ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND VERIZON WIRELESS CABLE(134 AWG OR LARGER),600 V.OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CABLE ( 1 7 SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES,AND SPECIFICATIONS UNLESS OTHERWISE NOTED.STRUCTURAL STEEL SHALL BE ASTM-A-36 UNLESS OTHERWISE NOTED ON THE RATED FOR 90-C (WET AND DRY)OPERATION;WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION E PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. SITE SPECIFIC DRAWINGS. STEEL DESIGN,INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE.WITH.THE AMERICAN,INSTITUTE USED,UNLESS OTHERWISE SPECIFIED. 14.SUBCONTRACTOR SHALL NOTIFY CHAPPELL 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACK FILLING STEEL CONSTRUCTION(AISC) 'MANUAL OF STEEL CONSTRUCTION'.NG - 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP STYLE,COMPRESSION WIRE LUGS AND TRENCHES,SEALING ROOF AND WALL PENETRATIONS&POST DOWNS, FINISHING NEW WALLS OR FINAL 2.ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TOAISC AND AWS D1.1. - WIRE NUTS BY THOMAS AND BETTS(OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT NO • ��/l�AL ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC 'MANUAL OF STEEL LESS THAN 7TC (9WC IF AVAILABLE).. CONSTRUCTION',9TH EDITION. PAINTED SURFACES SHALL BE TOUCHED UP: 15.CONSTRUCTION SHALL COMPLY WITH VERIZON WIRELESS SITES.. 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(%o)AND SHALL HAVE MINIMUM OF TWO BOLTS NEMA,UL,ANSI/IEEE,AND NEC. 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY UNLESS NOTED OTHERWISE: WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. � 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THEEXISTING INSTALLATION WHERE POSSIBLE SUBCONTRACTOR.SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE DIA ASTM A 307 BOLTS UNLESS NOTED OTHERWISE PROCEEDING WITH CONSTRUCTION. 17. ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT(I.E..RIGID PVC SCHEDULE 40,OR ENGINEER/LAND SURVEYOR DATE 17.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR DEPOSED SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR EMBEDMENT - INDOOR LOCATIONS. rr IS A THEVIOY ARE OF uw FOR uo'PERECn MUST BE COORDINATED WITH CONTRACTOR.ALSO, WORK SHOULD BE SCHEDULED FOR AN DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING - 18. ELECTRICAL METALLIC TUBING (EMT),ELECTRICAL NONMETALLIC TUBING(ENT), OR RIGID NONMETALLIC UNLOF THEY ARE ACTING uNDPJ1 THE DIRECTION APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. HOLES IN CONCRETE SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN ORDER TO MAINTAIN CONDUIT(RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. or A LICENSED PROFESSIONAL ENGINEER. MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR.HOT DIPPED TO ALTER YE11s DOCUMENT. 10.SINCE THE CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED<EQUAL. 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY REVISIONS WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE TO BE WORN 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL W . 20. RIGID NONMETALLIC CONDUIT (I.E.,RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. - STEEL - USED UNDERGROUND;DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN 4 03/02/09 ZONING/CONSTRUCTION REVISED REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 7.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 3 12/08/08 ZONING/CONSTRUCTION REVISED 21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(UQUID-TITS FLEX)SHALL BE USED INDOORS AND SITE WORK GENERAL NOTES: SOIL COMPACTION NOTES FOR SLAB ON GRADE: OUTDOORS,WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 2 10/20/08 ZONING/CONSTRUCTION REVISED 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED. LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE 1 10/10/08 ZONING/CONSTRUCTION FINAL -2.ALL EXISTING ACTIVE SEWER,WATER,GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE - - 0 09/23/08 ISSUED FOR ZONING/CONSTR. PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS 2.COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR 23. CABINETS, BOXES,AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS ENGINEER IS ACCEPTABLE WITH NEMA,UL,ANSVIEEE,AND NEC. A 09/19/08 ISSUED FOR REVIEW AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE - - 24. CABINETS, BOXES,AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE BUT NOT BE LIMITED TO A)FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D)TRENCHING& EXCAVATION. 3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION,THE'UNDISTURBED SOIL'BASE SHALL BE COMPACTED WITH REV. # DATE DESCRIPTION 3.ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS 'COMPACTION EQUIPMENT', LISTED BELOW,TO AT LEAST 90%MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN C. - DOWNWARD;SHALL BE PANDUT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER) INDOORS,OR NEMA 3R PROTECT ND. DESIGNED BY: JHT SOLE 4. IF NECESSARY, RUBBISH,STUMPS, DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 4. COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED. PROVIDE 6'MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN (OR BETTER)OUTDOORS. 96210.069 DRAWN BY: NWD AS SHOWN DISPOSED OF LEGALLY. 3'LIFTS ABOVE COMPACTED SOIL GRAVEL SHALT.BE NATURAL OR CRUSHED WITH 100% PASSING 1 SIEVE CHECK'D BY: JNf 11 26. EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES,AND PULL BOXES SHALL BE GALVANIZED OR 5.THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE TITS EQUIPMENT AND TOWER AREAS. 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE EPDXY-COATED SHEET STEEL,SHALL MEET OR EXCEED UL SO,AND RATED NEMA 1 (OR BETTER)INDOORS, SITE NAME: 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS. SNOW OR ICE SHALL NOT COMPACTOR (SUCH AS BOMAG BPR 30/38)OR HAND-OPERATE SINGLE DRUM VIBRATORY ROLLER(SUCH AS SOMAG BW SSE). OR NEMA 3R(OR BETTER) OUTDOORS NSTAR HYANNIS 2 BE PLACED IN ANY FILL OR EMBANKMENT. AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND 27. METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED,OR NON- COMPACTED AS STATED ABOVE CORRODING;SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) NSTAR ELECTRIC CO. 7.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. COMPACTION EQUIPMENT: - INDOORS,OR WEATHER PROTECTED(WP OR BETTER) OUTDOORS. RM#343 STRUCT.#163, B.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE 1. HAND OPERATED DOUBLE DRUN,VIBRATORY ROLLER,VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. 28. NONMETALLIC RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND LINE#115, 115kv WORK, SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE RATED NEMA 1 (OR BETTER)INDOORS,OR WEATHER PROTECTED (WP OR BETTER)OUTDOORS. WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UTILITIES. CONSTRUCTION NOTES: 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR SITE ADDRESS: 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR 1. FIELD VERIFICATION: BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. OFF PHINNEY'S LANE DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,VERIZON,WIRELESS ANTENNA PLATFORM LOCATION AND ANTENNAS TO 30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND SPECIFICATIONS. BE REPLACED. DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD HYANNIS,MA 02601 AGAINST LIFE AND PROPERTY. 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES,IF 2. COORDINATION OF WORK: - - 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC REQUIRED DURING CONSTRUCTION,SWELL BE IN CONFORMANCE WITH THE LOCAL GUIDEUNES FOR EROSION AND SEDIMENT SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. AND ALL APPLICABLE LOCAL CODES. DRAWING TITLE: CONTROL 3. CABLE LADDER RACK: 32.CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO I� 11.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE VERIZON WIRELESS.SPECIFICATION FOR SITE SUBCONTRACTOR SHALL TO FURNISH RNITHE NEW D INSTALL LOA LE LADDER RACK,CABLE TRAY,AND CONDUIT AS REQUIRED EQUIPMENT IS NOT BLOCKED. GENERAL NOTES SIGNAGE DRAWING NO: GN - 1 / `\\ GENERAL NOTES: 1. FIELD SURVEY DATE SEE BELOW 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 B 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 a ;y \ (NAD83) \.o-� TOWN OF�4RNSTABLE \\\ \ 4. SITE CONTROL POINT: CENTER OF TRANSMISSION STRUCTURE#163 VWRWWire%SS / \• \ MAP 275 LOT 60 \ LATITUDE N.41'-40'-45.13'(NAD 83) \� \ BOOK 18158 PAGE 15J \ p, LONGITUDE:W.70'-18'-39.D2'(NAD 83) !.. 5. LAND OWNER HARBORSIDE REALTY TRUST "Gen you hear me now?" z s \ \ \ \\ CENTERVILLE,MA 02632 / NIF 6. SITE NAME: NSTAR HYANNIS 2 H- TOWN OF BARNSTABLE \ RG MAP 275 LOT 2 7. SITE ADDRESS: OFF PHINNEYS LANE HYANNIS,MA 02601 O\ � '•`+ N/F - N/F \ e-. -\ \ B. APPUCANT: BELL ATLANTIC MOBILE OF MASSACHUSETTS oHw `` .R \ CAPE C00 AGCRfG41E5 CORP. \ I CAPE COD AGGREGATES CORP. CORPORATE(dba VERIZON WIRELESS) CHAPPELL \ - A14P 274 LOT 22 MAP 296 LOT 47 fti, 40D FRIBERG PARKWAY � • pHW N f -// % BOOK 6656 PAGE 147 .�I LC. CERT. 116997 !3 WESTBOROUGH, MA 01581 ,� ENGINEERING \o TOWN Of INSTABLE h 0 9. JURISDICTION: TOWN OF BARNSTABLE �•'.s Hw\ . MAP 274 LOT 5 ASSOCIATES,LLC o r. 10. TAX ID: MAP 274 LOT 23 Civil•Structural Land Surve 7n otiw\ ' .¢'P° BOOK 2560 PAGE 106 / 1a -I .I '�./V{ 11. DEED REFERENCE: BK.4945 PG. 121 y ® _ \ oHW ''�'•�'.?� 12. PLAN REFERENCES: TOWN OF BARNSTABLE ASSESSOR/CIS MAPS 201 BOSTON POST ROAD 20'WIDE ACCESS 64SEM&T'°tea oHW\OHw �0 f•-%n._ / %� GRANTOR. HAR80RSIDE >r 1RU5! I [/' 13. ZONING JURISDICTION: RG (RESIDENCE G) WEST, SURE 301 �' I GRANTEE HOIWATER REALTY TRUST I 1 � _ /�:T�W 14.�ALL UNDERGROUND UTILITY INFORMATION PRESENTED HEREON WAS DETERMINED MARLBOROUGH, MA 01752 ��/ •,: � oHw '" p •. BOOK 5706 PAGE 239 r FROM SURFACE EVIDENCE AND PLANS OF RECORD.ALL UNDERGROUND IJNLTOES (508) 481-7400 S r ,,� � � -•�_ 6 \ ::� SHOULD BE LOCATED IN THE FIELD PRIOR TO THE COMMENCEMENT OF ANY SITE www.chappellengineering.com pHW N�•� � �'=�'�•:=•�+��•-=��:.:.:.:-:.. WORK.CALL DIGSAFE 1-888-344-7233 A MINIMUM OF 72 HOURS PRIOR TO ¢ / SOPHIE✓. &✓ONN MUSHINSKYONw �• ---'J4. .a ,;:"—= -{/, pHW\/HW MAP 274 LOT 3-3 pHW �/ �� ??' NSTAR ELECTRIC COLIPANYRO.W./.i63 ."r .�:-.'— "T..r- '�.'�. ' PLANNED ACITVRY. pHW BOOK 12664 PAGE 191 OHW •� pHyr�—. NW OHW— OHW — OHW— — OHW�OHW O�W OHW OHW— w O 15. THE PROPERTY ONES SHOWN WERE COMPILED UTILIZING TOWN OF BARNSTABLE rr �` \ _ ! INDICATED.A RECORDED WAS NOTFUTIU�ZEDrINETHE - \�w�\OOHw\��� �'8� ® /wJ HW OHW OHW OHW OHW OHW OHW OHW OHW AS — Hw Hw, lil m �i O I PREPARATION OF THESE PLANS. 40)' HW p \\o� 'VE I 16. THE SITE IS LOCATED IN FLOOD HAZARD ZONE C(AREAS OF MINIMAL ) pHW" /9�,�5�/) `° / '?' FLOODING)AS-SHOWN ON FLOOD INSURANCE RATE MAP FOR THE TOWN OF '(V'V O _o=� z0�"S S,�J \ 1r/ HOTWATER REALTY TRUST I NIF BARNSTABLE,COMMUNITY PANEL 250001 MAP OOOSC DATED 08/19/1985. F oHW /! ov n MAP 274 LOT 19 h, 7 r I � 17. BEARING SYSTEM OF THIS PLAN IS BASED ON GRID NORTH.GRID NORTH WAS ? DAII A I HW v' o I RG BOOK 5601 PAGE 60 I ESTABLISHED FROM GPS OBSERVATIONS. R IS NOT INTENDED TO BE AN L7L4CT O OHWrW o r�u OHW OHw ubHw h• ' I" 4- LINE(115(115 KV) —IDHw oHw— .REPRESENTATION OF TRUE NORTH. tirn(-, / qNy O,/h OH OHW OHW OHW OHW -pHW OH HW OHW I Tl Arl'� --4 ytc 'Poly, Hr^� o p oHw —PROP. 12'-D'x3O'-0'EQUIPMENT-OHw - 'Hw-SSj958 BARNSTABLE -� w oHw— - i r! 34 0b � j oHW pHW +^ o oHw SHELTER WITHIN 18'-0°x35'-0° -oHw oHq- r lN�lJT1W / 1 LEGEND y / N/F "��' n ` I (630 S.F.) LICENSE AREA EXISTING EMENT SOPHIE&MIRY ANN MUSHINSKY "' x �! / �,.�:•.. PROPERTY UN ,p^ _ / MAP 274 LOT J-4 � �-`-'�"�`: .` ® �� OHW 104.8� OHW OHW OHW OHW OHW OHW OHW oHw— IXSD G ROW/E75 BOOK 12664 PAGE 19JJ x ° \oH — ————— ——— P E`I \ '�.A� �� OHW x OH OHW OHW OHW OHW---�—OHW OHW�OHW OHW _ _ _ _ _ — ----- = ABUTTING PROPERTY LINE 0 3J. ------- EXIST. E/SEMEM ( -C _ 9 p _•°'- — L NSTAR ELECTRIC CoMPANr R. 013 ENGINEER LAND SURVEYOR DATE C —'-- - - - - � - - - - _ •N 7'L4 m ��•'� � �ti .:.,.�.. 885 ....,. ...:... .. _ _ -x x z x N = - ..._ _. .. - EXIST CHAIN LINK FENCE /.�. 109.14' '•� • PROP ANTENNAS MOUNTED TO 80' � ^ q .-,.;_�.-.:�x.,•,r-a.::-:' `-�'r.:� .v:,:.:-,:,�,;.>•:=:=.i>.=rt� ;�:r••: A.G.L. 90' CLASS 1 TRANSMISSION ) ,pb - I ® -O O O O EXIST.STOCKADE FENCE R IS A MY ARE OF G FOR ANY PERSON, ( ) ® UNLESS THEY ARE ACTING UNDER THE DIRECTION STRUCTURE, REPLACING ORIGINAL ` I EXIST. EDGE OF PAVEMENT I STRUCTURE J163 - LINE J115 m DE Win. )' ' I I OF A LlTo ALTER THIS DOCUMENT. ENGINEER, oHw orlw EXIST.OVERHEAD UTILITIES PROP. 10'WIDE . - oHw oHw PROP. OVERHEAD UTILITIES ACCESS AREA OVERCEIMM& AN REVISIONS ' EXIST. PAVED DRIVE =�cr 4 p��2t I I I T/E—T/E—T/E PROP. UTILITIES 4 03/02/09 ZONING/CONSTRUCTION REVISED BOOK N/f o N/F so COMMONWEALTH OF ^� I ® �o.. EXIST. UTILITY POLE COMMONWEALTH OF MASSACHUSETTS .C,3,� MASSACHUSETTS 2 'v'o I I _ _ 3 10/20/08 ZONING/CONSTRUCTION REVISED \ U40 274 LOT 16.K.01 �o A140 274 LOT 16.K.ol >rA 'flS '�n N I ZONING BOUNDARY 2 10/20/08 ZONING/CONSTRUCTION REVISED `"RBORWDERE7LTYMUST I _ I ZONING DISTRICT 1 10/10/08 ZONING/CONSTRUCTION FINAL Z J N/F MAP 274 LOT 18 TIMOTHY J. WALDRON, 7R. BOOK 4945 PAGE 1J9 I ' - B 0 09/23/08 ISSUED FOR ZONING/CONSTR. Q / MAP 274 LOT 10E 74 I I , B LEGEND BOOK l?575 PAGE 74 I I ry A 09/19/08 ISSUED FOR REVIEW �o RG RESIDENCE G REV. DATE DESCRIPTION �O�'K/ •\ I T 7--�_� I i I & -1 RESIDENCE F-1 P �' DESICNm BY: JYfE 1 �t 1 I I 96210.069 CHMKDRAWN BY. NwD 1' = 60' \ CHECK'D BY. JMT BUSINESS SITE NAM E:NSTAR HYANNIS 2 COMMONIF NWEALTH OF �c,� ZONING INFORMATION NSTAR ELECTRIC CO. MASS \ �F` / / I ZONING DISTRICT. RG(RESIDENCE G) R/W#.343,STRUCT.#163, MAo 274 LOT 16x01 I ---I ® DESCRIPTION REQUIRED EXISTING PROP. LINE#115, 115kv MIN.LOT AREA: 65,000 SF. 1.67 AC. N/A SITE ADDRESS: \ / N/f I I N/F MIN.LOT FRONTAGE 20' 361.1't ,N/A \ / COMMONWEALTH OF AIASS4CHUSETIS I I GAPE COD AGGREGATES CORP. OFF PHINNEY'S LANE A94P 274 LOT PROPERTY SETBACKS HYANNIS,MA 02601 MAP 274 LOT 16.X.0/ I/ BOOK 18448 PACE 18 BOOK 74 PAGE 201 I ® FRONT 30' 2.1'f 31.5't SIDE 15' 42.7't 146.9'f I I B REM 15' 40.7'f 104.8't DRAWING TITLE: ,\ MAX HEIGHT JO' 68'3 80'f COMMONWEALTH AMO 2274CLOT icxol •\ ® - ® NOTE LOCUS PLAN \ 1. PROP.SETBACKS ME TAKEN FROM THE CLOSEST \ /•/ POINT FROM EQUIPMENT TO PROPERTY LINES. - ' - 4 ® SITE CONTROL POINT PLAN REFERENCES DRAWING NO: ® CENTER OF TRANSMISSION STRUCTURE#163 - PLAN 564- 26 LOCUS PLAN I a NAD 83 LATITUDE N.41'-40'-45.13' - PLAN 03-71 - 9 NAD 83 LONGITUDE:W.70'-18'-39.02° - PLAN 280- 14 SCALE: 1'=60'-0' C-1 NAVD 88 GROUND ELEVATION:98.9't - DEED 13718- 233(EASEMENTS) 1 - DEED 13718-231 (DEED) 0 30' 60' 120' 180' p / I - DEED 11877- 150(DEED) NOTES: \ \ '', N/F 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS OhW Ohµ" TOWN OF B4RN5TA6Lf -- l AND MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. _ MAP 274 LOT 5 '` '\ \ 10'WIDE ACCESS EASEMENT BOOK 2580 PAGE f06 2. ALL DIMENSIONS SHOWN THUS i ARE APPROXIMATE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS \ey\= pHW\ / •'�,\ ; PAVED GRANTOR:HAR80RS/DE REALTY TRUST DRIVE G2W7Ef.HOIWATER REALTY TRUST AND ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK.CONTRACTOR TO VERIFY ALL DIMENSIONS WITH e • \.� / PROJECT OWNER PRIOR TO CONSTRUCTION. X 5706 PAGE 239 - - B00 3. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE NORTH. PRIOR TO THE START OF eqs G F TUNA MOUNTS ORS INSULT WITH p \ ..,,....;.,, .:';.;"?.,;,"n:..'::;:: -. - _ OWNER'S S AZIMUTHS. .�. ^T. ^,.�' ..� CONSTRUCTION,ORDERING OR FABRICATING 0 CO hW\ oHW \ �S�?j"'..:':'"'�:....;.. > ':•:::-::":'''`-:">.':,••%.:..";,':.::.l d:_... ...::.....:.-...:+•::-*--��.—r;- PROJECT 0 ER'S RF ENGINEER AND FIELD VERIFY ALL ANTENNA SECTOR LOCATION AND ANTENNA \?\ I NSTAR ELECTRIC COMPANY R.O.W.J343 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS "Can you hear me now?" AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER,THE STATE / \ COUNTY OR LOCAL GOVERNMENT AUTHORITY. ON \ \\oHW / \\ \ 5. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND Z �� pHW \ p \/ / ERECTION OF RADIO ANTENNAS.TRANSMISSION LINES AND SUPPORT STRUCTURES. 1 1I5 KV LINE - \pHW -I• \ �.'^/ pHW--I---/pHW 0HW ON \ / OHW Hw ol+w oHw 6. CONE AND IS CONNECTORS AND TRANSMITTERNS EQUIPMENT.SHALL S. A SCHEDULE LE THE PROTECT OWNER AND.IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. A SCHEDULE OF PROJECT OWNER SUPPLED MATERIALS IS ATTACHED TO THE BID DOCUMENT(SEE EXHIBIT 3). ALL OTHER HARDWARE TO BE PROVIDED BY THE CONTRACTOR.CONNECTION HARDWARE SHALL BE STAINLESS STEEL CHAPPELL 115 KV LINE 7. WHEN"PAINT TO MATCH'IS SPECIFIED FOR ANTENNA CONCEALMENT,PAINT PRODUCT FOR ANTENNA s- ENGINEERING oHw OHW OHW HW 0HW RADOME SHALL BE SHERWIN WILLIAMS COROTHANE R. SURFACE PREPARATION AND APPUCATION SHALL \ \ \ BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND PROJECT OWNER'S GUIDELINES. ®ASSOCIATES,LLC 8. COORDINATION,LAYOUT,AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FOR Civil•Structural Land Surveying N/F ���((( PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE SOPHIE J.&JOHN MUSHINSKY / 4Qp� / g\� / \1 I \ \\ RESPONSIBILITY OF THE CONTRACTOR. 201 BOSTON POST ROAD MAP 274 LOT 3-3 / / / / 4O7• \\ 9. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENT AND WEST, SURE 301 BOOK I2664 PAGE 191 / / ./ i f I \ \ SPECIFICATIONS. MARLBOROUGH, MA 01752 (508) 481-7400 ' \ \ 10.ALL(E)ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BERELOC www.chpppellengineering.com D BY THE CONTRACTOR WHEN EXCAVATED AS DIRECTED ENGINEERS. TING OR PIER DRILUNG AROUND OR EXTREME SHOULD CAUTION S NEAR UTILITIES. CONTRACTOR HALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. - \ CUTION oH opµ, n_\�`0J / I /// //�1 // \ \\ I /// \\ 11. ALL OF THE(ORK SHALL BE REMOVED AND/OR(C AND OTHER CAPPED,PLUGGED OR OTHERWISE DISCON WHICH INTERFERE TINUED ATEPoENT WHICH W\ \-Hw�//S�� `�_ Q� / // / I / \I \ I /17/ EWILL NOT NGINEERING.INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF UTILITY COMPANY t�OF opµ, ®91p S•fYJ _ 04' / / // C / I - \\ / N/F \ 12.THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT,DRIVEWAY OR J _ S,T0,0HW 0� / / / '� �� / ' 'I HOTWATER REALTY 7RUST GRAVEL SHALL BE GRADED TO A UNIFORM SLOPE,FERTILIZED,SEEDED AND COVERED WITH MULCH UNLESS MAP 274 LOT 19 - OTHERWISE NOTED. 0 G r�( J �RMIY]jK/$'j I BOOK 5B01 PAGE 60 P3- fi 23 Q�b�sm. 13.THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES 4 DURING CONSTRUCTION. 1A _ SSA9 oHw S //s oyW / 1 I / / G�7V/ER4 & W 02&T2 f _ 2p S FE?JOHµ" oHW \0 / STRUCTURE \I / I / I �(M,',/APP 274 L�r t2t o n 14• WIRELESS PER FCC OMMUNICATIONSCE�E S.ENCY PROJECT OWNER'SSICE IS IMPLDAENTA71ON REQUIUIRED TO RES DEPLOYMENT OF FOR �4IIN"�7� , OhW \pHW / /STRUCTURE / / I l 0 1 N I�I - EQUIPMENT AND ANTENNAS GENERALLY DEPICTED ON THIS PLAN,ATTACHED TO OR MOUNTED IN CLOSE PROX. •rC(• e(�O pHW / phW / / i I L Iy TO THE BTS RADIO CABINET. PROJECT OWNER RESERVES THE RICK TO MAKE REASONABLE MODIFICATIONS •.,�% D Cf/$h(� ��� W LINE f115(115 KV) TO E911 EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS. ``!i' p \oH _ \pHW H✓ // / /oHw 1 OHW L oHw off �Hw oHw—y—oHw OHW SS1956 BARNSTABLE� OHW 15. THE TOTAL IMPACT AREA OF THE DISTURBED CONSTRUCTION SITE IS BOUNDED BY THE'UMTT OF WORK•AS i WIfI 1 SHOWN HEREON.THE MAXIMUM AREA OF DISTURBANCE WITHIN THE LIMIT OF WORK IS APPROXIMATELY 762 N/\OHW // // oHW / 1 i 11 GRAVE[ I LINE/115(115 KV) SQUARE FEET.THE PROJECT IMPACT AREA IS BELOW THE EXEMPTION THRESHOLD OF 43,560 SQUARE FEET IN SOPHIf&MART ANN MUSH/NSN\ 9HW / OHW 'OHW olHw oHw oHw oHw 0 oHw oHw oHw oHw— 40 CFR PART 9,122-124 AND THEREFORE IS NOT SUBJECT TO REGULATION UNDER THE EPA OR -•f �` PROP. 6't ARBORVITAE - I SS,4958 BARNSTABLE-;' STATE-MANAGED NPDES GENERAL CONSTRUCTION PERMIT PROGRAM.THE PROJECT OWNER'S GENERAL Yw MAP 274 LOT 3-4 5 / I I PROP.5'WIDE I CONTRACTOR SHALL CONDUCT ALL SITE DEVELOPMENT WORK IN A MANNER THAT DOES NOT EXCEED THE \OOK 12664 PACE 193 (TWO STAGGERED ROWS S_1 1 COAX AREA I LINE/115(115 KV) LIMIT OF WORK SHOWN ON THE PLANS.ADDITIONALLY,THE PROJECT OWNER'S GENERAL CONTRACTOR SHALL ENGINEER/LAND SURVEYOR DATE pHW _ APPROX. 20 PLANTINGS) y^/ 1 rt^i I I OH >—oi Av OHW 0Hw off --I=-oHw OHW—oHw oHw OHW— CONDUCT ALL CONSTRUCTION ACTIVITIES IN A MANNER THAT DOES NOT RESULT IN STORM WATER DISCHARGES k�' S51958 BARNSTABLf-4 / .WITH AN ADVERSE IMPACT ON ANY STORM WATER COLLECTION/CONVEYANCE SYSTEM,WERAND,WATER BODY, T Is A VIOLATION OF uw FOR ANY PERSON, l -1 PROP.ANTENNAS TRANSMISSION S TO 80'A.G.L. 90' UNLESS THEY ARE ACTING UNDER THE DIRECTION( OR OTHER WATER RESOURCE AREAS. oHW h/'d' }' I / CLASS 1)TRANSMISSION STRUCTURE, REPLACING - OF'A LICENSED PROFESSIONAL ENGINEER, YLY •O• \ ORIGINAL STRUCTURE�163- LINE�115 `. ph ppµ, t�3 � ^ I / - TO ALTER THIS DOCUMENT. PROP. GPS/GSM ANTENNA I C.iJ I II I / I \) x @(630 PROP. 12'-0"x30'-0'EQUIPMENT MOUNTED TO PROP. 4 o I T / 6 CLF SHELTER WITHIN 1E ARE35'-0• LEGEND REVISIONS SHELTER (TYP. OF 2) 1 S.F.)LICENSE AREA - 4 03/02/09 ZONING/CONSTRUCTION REVISED 104.8' \ OhW \� ' ./ I / 15 KV LINE . . HW p I OHW OHW 1 OHW x OHW—OHW—OHW—OHW—OHW - x:: "+=�. •r•°'' EXISTING ROW/EASEMENT 3 12/OB/08 ZONING/CONSTRUCTION REVISED - \ 1 1 I - — — — — — — — - ABUTTING PROPERTY UNE 2 10/20/08 ZONING/CONSTRUCTION REVISED WOOD \� 1 1 - 3 PROP. U/G UTILITY RUN - — - — - — — — - PROPERTY OFFSET LINE - TO PROP. METER FROM 1 10/10/08 ZONING/CONSTRUCTION FINAL `•:,,,• / \ \ I I WOOD \ - UTILITY POLE#9135 - -x x x x EXIST.CHAIN LINK FENCE 25 KV LINE ZONING BOUNDARY 0 09/23/08 ISSUED FOR ZONING/CONSTR. T HW oHw= oHW OHW--OHW-OHW--eOHw oHw e ® v / ;...,.,, \ /\ I. / ! OHW 5TOAf" \ A 09/19/08 ISSUED FOR REVIEW m \-...._.'\L Es LEI \ HYDRANT\\ REV. # "DATE DESCRIPTION PROP. 10•WIDE ACCESS / =1,! \ // / —PROP.3'WIDE QQ DRILL HOLE AREA FROM PUBLIC R.O.W. / \ !YG�Sff7y I /l 1 I UTILITY AREA STONE/CONC. BOUND PROJECT NO. 06IGNE0 at: JUT SC OVER EXIST. PAVED DRIVE UP19181 / \ �J/ / L I I x 1 - /25 / 153" f I UP,89I81 / \ I \ ��� 8 TELCO MANHOLE 96210.069 DRAWN Nwc 1" = 20' 3 / I CHECK•D BY: JMT ,../ ! ' EWER MANHOLE .. NSTAR ELECTRIC COMPANY R.:.,, d= : .....".':.6d5 '�43n,: .>:.-:: F• ....::.� ...:..:..:......:.>..;:,...:,:. /343 SITE NAME: s WATER MANHOLE \ / I 109.14' 1 x 4'CLF r ®' DRAINAGE MANHOLE NSTAR HYANNIS Z i CATCH BASIN NSTAR ELECTRIC CO. 106 // i // 1 / ( I STORY GAS VALVE RM#343,STRUCT.#163, I STORY WOOD WATER VALVE LINE#115, 115kV I� / �.' SITE ADDRESS: OFF INNEYSLANE 1 NI - FAA 2-C CERTIFICATION HYANNIS,MA02W1 GRAVEL \`� per, HARBORSIDE REALTY TRUST MAP 274 LOT 18 BOOK 4945 PAGE 139 // I HEREBY CERTIFY THAT THE LATITUDE. LONGITUDE,AND ELEVATIONS PRESENTED HEREON MEET THE REQUIREMENT OFF THE FAA WITH THE FOLLOWING ACCURACIES: DRAWING TILE: 1/ . ---_--_- / f TWENTY(20)FEET RIZOVERTICALLY 7TMOIHY J.NWALORON, 7R. \?�ss-�/ ��/ -------------- I l / t FIFTY(50)FELT HORIZONTALLY MAP 274 LOT 16.X.02 !I I __75_ SITE PLAN&NOTES BOOK 12575 PAGE 74 A SITE CONTROL POINT DRAWING No: SITE PLAN CENTER OF TRANSMISSION STRUCTURE 1163 SCALE: 1'=20'-D' C 22 NAD 83 LATITUDE N.41'-40'-45.13' LOUIS F. BRUNO, PLS 26999 DATE NAD 83 LONGITUDE W.70-18'-39.02- C -2 NAVD 88 GROUND ELEVATION: 98.9't 0 10' 20' 40' 60' TRANSMISSION / TRANSMISSION /'q�, STRUCTURE 1163 LEGAL DESCRIPTION OF LICENSE AREA - / STRUCTURE 1163 / b• r0 LEGAL DESCRIPTION OF LICENSE AREA FOR VERIZON WIRELESS LOCATED OFF PROP. 5'WIDE COAX �� 4+�3, \� �\ vI 'PHINNEYS LANE,HYANNIS, MA'ON A PORTION OF PROPERTY OWNED BY \ � ra HARBORSIDE REALTY TRUST,REFERENCED AS TOWN OF BARNSTABLE ASSESSOR'S SEE DETAIL pyp N89'22'35'E PROP. 18'-D'x35'-0* 35.00' y� 5.00 �; ----- MAP 274 LOT 23. - Vo / IF------- ------ r 2235 W 1 // - A CERTAIN TRACT OF LAND SITUATED ON LAND OF NSTAR ELECTRIC COMPANY, (630 S.F.) LICENSE Wreless I I +f_ �o I I I LOCATED SOUTHEASTERLY OF PHINNEYS LANE, IN THE TOWN OF BARNSTABLE, z$l+ �ii oo I 1 VILLAGE OF HYANNIS,COUNTY OF BARNSTABLE,COMMONWEALTH OF MASSACHUSETTS oo AREA-SEEDETAILLICENSE PROP. 18'-O'x35'-O' i I AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL (630 S.F.) LICENSE I I I ENGINEERING ASSOCIATES, LLC., ENTITLED'NSTAR-HYANNIS 2%DATED ^Can you hear me now T" J= AREA-SEE DETAIL I I I OBDECEMBER08 AND REFERENCED AS'SHEET L-01'AND BEING MORE / >{I I"t �• I PARTICULARLY DESCRIBED AS FOI LOWS; Q R I I Q 10/ I 1 T 04 / •�, �o L- J Beginning at a point,said point being N14`28'42 W 68.55 feet from o concrete - ----- -----I---------- POINT OF BEGINNING ----- �-u a/ POINT OF BEGINNING 4 ��- 1 bound in the south sideline of the subject property, Thence,running N00'37'25�W a distance of 18.00 feet to a point; ' Thence, running N89'22'35'E a distance of 35.00 feet to a point; CHAPPELL I O Thence,running SOV37'25'E a distance of 18.00 feet to a point; Thence,running SB9'22'35'W a distance of 35.00 feet to the point of beginning. ENGINEERING The Area described above contains 630 Square Feet of area more or less. / \ I ASSOCIATES,LLC Civil Structural Land Surveying \ 1 LEGAL DESCRIPTION OF COAX AREA 1. LEGAL DESCRIPTION OF COAX AREA FOR VERIZON WIRELESS LOCATED OFF 201 BOSTON POST ROAD \a / I> 'PHINNEYS LANE,HYANNIS, MA'ON A PORTION OF PROPERTY OWNED BY - WEST, SUITE 301 lu MARLBOROUGH, MA 01752 \N� 0 / HARBORSIDE REALTY TRUST,REFERENCED AS TOWN OF BARNSTABLE ASSESSOR'S 1 o MAP 274 LOT 23. (508) 481-7400 / \a 1 m www.chappellengineering.com :.� I c A CERTAIN TRACT OF LAND SITUATED ON LAND OF NSTAR ELECTRIC COMPANY, V% O I m - LOCATED SOUTHEASTERLY OF PHINNEY'S LANE, IN THE TOWN OF BARNSTABLIE, `��'`; •`,..'::•,.,. \ `` O VILLAGE OF HYANNIS,COUNTY OF BARNSTABLE.COMMONWEALTH OF MASSACHUSETTS \ a ' AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL / Ny7� \z / \. ...,Ny}� ENGINEERING ASSOCIATES, LLC., ENTITLED'NSTAR-HYANNIS Y,DATED � \ / \,:.,. •;'�E OBDECEMBER08 AND REFERENCED AS'SHEET L-07'AND BEING MORE \ r�� COMP I PARTICULARLY DESCRIBED AS FOLLOWS; OF 7` RO{y 4 ::•.OW, Jq I Beginning at a point,said point being NO3'03'071Y 84.63 feet from a concrete 8J 3 bound in the south sideline of the subject property, DAV ", ' \ \' •'` 1 Thence,running N5510'10'W a distance of 13.78 feet to a point; �`''•,�::. \ �` I - Thence,running N34'49'50'E a distance of 5.00 feet to a point; { , I' j Thence, running N55'10'10"E a distance of 16.35 feet to a point; s YI ...� I 'Thence,running SOLY37'25'E a distance of 2.58 feet to a point; U, \ �\ CONCRETE BOUND ' \ CONCRETE BOUND \ '.;: I .Thence,running 589'22'35'W a distance of 5.00 feet to the point of beginning. The Area describedabove contains 81.77 Square Feet of.area more or less. /+ A'�+ (� 'Also included within the above coaxial area is the portion of vertical coaxial area 1 Al t` LICENSE AREA COAX AREA 2 ascending16othe proposed pole a the rated Electric Company transmission A L B structure 111 A1fY �� /'1/� I\ � 163 to the m osed antennas mounted at a height of 7T-0'AGL Both coaxial �..� rrN SCALE:1" = 10'-0' L-7 SCALE:1" = 10'-0" L-1 cables and antennas are to be attached to said structure. 0 5' 10• 20' 30' 0 5' 10' 20'. 3o LEGAL DESCRIPTION OF UTILITY AREA ENGINEER/LAND SURVEYOR DATE _ LEGAL DESCRIPTION OF UTILITY AREA FOR VERIZON WIRELESS LOCATED OFF IT IS A VIOLATION of LAW FOR ANY PERSON, / - - TRANSMISSION / TRANSMISSION 'PHINNEYS LANE, HYANNIS, MA'ON A PORTION OF PROPERTY OWNED BY - UNLESS TREY ARE ACTING UNDER THE DIRECTION / - - STRUCTURE 163 / STRUCTURE 1163 HARBORSIDE REALTY TRUST,REFERENCED AS TOWN OF BARNSTABLE ASSESSOR'S OF A LICENSED PROFESSIONAL ENGINEER, i� a MAP 274 LOT 23. To ALTER THIS DOCUMENT. A CERTAIN TRACT OF LAND SITUATED ON LOCATED SOUTHEASTERLY N OF PHINNEYS LANE, F THE TOWN F ELECTRIC NSTAR COMPANY,BARNSTABLE, REVISIONS `�/ _ _ _________ VILLAGE OF HYANNIS, COUNTY OF BARNSTABLE,COMMONWEALTH OF MASSACHUSETTS /' ------ rVo - - 1 .AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL 4 03/02/09 ZONING/CONSTRUCTION REVISED +� �p� / PROP. 18'-O'x35'-O' --� I Jo �Qr�/ PROP. 18'-O'x35'-O'----� I _ ENGINEERING ASSOCIATES, U.C., ENTITLED'NSTAR-HYANNIS 2',DATED 3 12/08/08 ZONING/CONSTRUCTION REVISED (630 S.F.) LICENSE 1 2 (630 S.F.)LICENSE 1 -I OBDECEMBEROB AND REFERENCED AS'SHEET L-01'AND BEING MORE eo / .AREA-SEE DETAIL 1 \ Jo / AREA-SEE DETAIL ���/// I \ 1 I PARTICULARLY DESCRIBED AS FOLLOWS; 2 10/20/08 ZONING/CONSTRUCTION REVISED a��V C, J Beginning at a point,said point being NO3'32'59'E 55.13 feet from a concrete 1 10/10/08 ZONING/CONSTRUCTION FINAL -- bound in the south sideline of the subject property, 0 09/23/08 ISSUED FOR ZONING/CONSTR. / - ---- Thence, running N00'37'25'W a distance of 5.00 feet to a point; / L_-------- J�N119.22'35E L- N�•�u"E -- J Thence,running N89'22'35'E a distance of 9.57 feet to a point; A 09/19/OB ISSUED FOR REVIEW 11�� 10.00' Q/ -CI'S.OI y `\ Thence,running N00'3T251Y a distance of 6.57 feet to a point; / PROP.5' WIDE z _ L°i„��iS �'$/. \ i POINT OF BEGINNING Thence,running N89'22'35'E a distance of 5.00 feet to a point; REV. # DATE DESCRIPWItHOWN UTILITY AREA $ N89'22'35'E Ln I`-!'I .2? \ z Thence, running 500'37'25'E a distance of 11.57 feet to a point; / SEE DETAIL /lets-�)95T �I +II O - Thence, running S89'22'35 W a distance of 14.57 feet to the point of beginning. PRWECT No. DESIGNED BY: JMT ` = I tA El I `-� 14.5Y -jl \ `\. i�j H 10 II `� 96210.069 DRAWN Br NWc / \ \ I III The-Area described above contains 105.73 Square Feet of area more or less. CNECx'D B•r. dMT / I PROP. 10'WIDE�/ \ \ - I II of ACCESS AREA LEGAL DESCRIPTION OF ACCESS AREA SITE NAME: POINT OF BEGINNINGi. - - / `\ \\,IL 6� /� tIi LEGAL DESCRIPTION OF ACCESS AREA FOR VERIZON WIRELESS LOCATED OFF NSTAR HYANNIS Z A 'PHINNEYS LANE, HYANNIS,MA'ON PORTION OF PROPERTY OWNED BY NSTAR ELECTRIC CO.- I HARBORSIDE REALTY TRUST,REFERENCED AS TOWN OF BARNSTABLE ASSESSOR'S / I / \ ��►,� / / I MAP 274 LOT 23. R/W#343,STRUCT.#163, / z j O / \\ ` `v%/ / I O A CERTAIN TRACT OF LAND,SITUATED ON LAND OF NSTAR ELECTRIC COMPANY, LINE#115, 115kV • � =I " " \ `\ /�j8 / I� LOCATED SOUTHEASTERLY OF PHINNEY'S LANE, IN THE TOWN OF BARNSTABLE, /` /,� > VILLAGE OF HYANNIS, COUNTY OF BARNSTABLE.COMMONWEALTH OF MASSACHUSETTS CIO Hi �/� I� AND As SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL SFTE'ADDRESS: _ ... \� ��' •;::.. I \.v: E(E \ ENGINEERING ASSOCIATES, LLC., ENTITLED'NSTAR-HYANNIS 2',DATED OFF PHINNEYS LANE I :.i. cp \ \\ % % I HYANNIS.MA0�601 MP \ OBDECEMBER08 AND REFERENCED AS'SHEET L-01'AND BEING MORE / \\.....:.:.EjE-O�iC p I / �.; , ayT,RO'JP \ .�� / I o PARTICULARLY DESCRIBED AS FOLLOWS; Beginning at a point,said point being NO2'45'19-N 66.60 feet from a concrete Ch)/ r/10.{P ,i �\ i ►O� �3 bound in the south sideline of the subject property, DRAWING TITLE: o ,.. ..: SAC./ C \'" ""' 34,1 =I Thence, running S00'37'25'E a distance of 21.97 feet to o point; \ � +: ' :•. I \ �� Thenee,yrunning 52138'12YI o distance of 30.64 feet to o point; LEGALr-� PLAN Thence, running S6701'58'W a distance of 28.35 feet to a point; \• I � \ �J} � ' I Thence, running N28'12'331V a distance of 62.47 feet to a point; , A ��-: .�.:,,: .I y \ __�g}1'/�',a • �,:,,. I Thence,running N31'32'57'E a distance of 11.58 feet to a point; CONCRETE BOUND \ 'Irr/ -r CONCRETE BOUND I � /�C � I Thence,running S26'12'33E a distance of 58.35 feet to a point; "t/ o I Thence,running N6701'58'E a distance of 14.71 feet to o point; 't• �' \=' •`..j:: �• oP` \ •' I Thence,running N21'38'12'E a distance of 25.00 feet to a point; DRAWING NO: Thence, running N00'3T251N o distance of 20.00 feet to a point; UTILITY AREA 3 ACCESS AREA 4 Theme, running N69'22.35E a distance of 10.00 feet to the point of beginning. SCALE:1" = 10'-0- L-/ SCALE:1' = 10'-0. L_1 The Area described above contains 1307.46 Square Feet of area more or less. 0 5' 10' 20' 30' 0 5• 10• 20' - 30' AZIMUTHS SECTOR'A' 0• SECTOR'8' 120' SECTOR'C' 240' Wreless • 5 51. ` fXIST/NG TRANSMISSION Can you hear me now? r I \STRUCTURE 1163, LINE 115 ° " LINttyy 115(1r5 � OAK IT \II. \¢L PROP.ANTENNA MOUNTED TO 80' C CHAPPELL AGL(90' CLASS 1)TRANSMISSION \ '=. ENGINEERING STRUCTURE, REPLACING ORIGINAL t STRUCTURE#163 - LINE#115 \\ ` ; " I 1 t6- . ASSOCIATES,LLC I PROP.ICE BRIDGE \ Civ1/•S#fUC1U1aI•L3R0�SUIYB}/ft7C�' 115(115 KV�oxW \ S-1 a \ PROP. U.G. unLrrY 201 BOSTON POST ROAD LINE IY Dn'W \ ,W -\ 3 SERVICE TO PROP. METER WEST;SUITE 301 J c 55�9Z-OA STREET \\ \\ o� E-1 FROM U.P, #9135 MARLBOROUGH, MA 01752 J •d \ \ PROP.5'WIDE 5 I \PROP.90'AGL COAX AREA \\ (508) 481-7400 \TRANSMISSION ct` \ www.choppellengineering.com \STRUCTURE \ SECTOR'8' \ l AZ= 120' 1 m �i \� PROP. HVAC - \ OHW LINE 1115(115 )3 -~n - \ S7 ----- �,,. :\ nn\ t� .'�„�• v�OAKSTR \\ sue, JL' PROP.-12'X30' \ ROP�� �' V Y �. EQUIPMENT SHELTER WITHIN HVAC\ - P .c,. 2• 18'-O'x35'-O' \\ e•ryas `\ �o, .�3. F LICENSE AREA MM CIO o. TOP OF PROPOSED STRUCTURE •ti. -C v1Y �-���\ G y EL 178:9 f (Boo i,AGL � � �• � C �. q PROPOSED ANTENNAS T I \ \\ sue. I �� Inc > -EL_ = 175.9't(n.of AGL) ENGINEER/LAND SURVEYOR DATE PROP.WHITE 2 \ VINYL FENCE $-,. i / I \�`� . . - - /�®� \\ \ \ R IS A THEY A ON OF G FOR ANY PERSON, —♦ \ , / .\ ' I /� � � � UNLESS THEY ARE ACTING UNDER THE DIRECTION �� Y/ TOP OF EXIST STRUCTUREI163_ OF A LICENSED PROFESSIONAL ENGINEER," PROP.GPS/GSM ANTENNA 4 -= \ \\ �_ _.,�{' EXISTING i __ -I66.9 t(66.0't AGL) 1 - 5 PROP.ANTENNA MOUNTED ON To ALTER THIS DOCUMENT. MOUNTED TO PROP. .•` \ - OHW \ - \- UP/`9�35., __- ' S-1 S-2 TRANSMISSION STRUCTURE _, �. SHELTER(TYP.OF 2) S-, \\ 1\ ONW\ \ \<�- REVISIONS t REPLACE ORIGINAL STRUCTURE#163.- ON - \. \ PROP. 3'WIDE - - LINE#115 WITH A 90'CLASS 1 4 03/02/09 ZONING/CONSTRUCTION REVISED' UTILITYY-AREA r .TRANSMISSION STRUCTURE(80`-0'AGL) 3 12/08/08 ZONING/CONSTRUCTION REVISED - 2 10/20/OB ZONING/CONSTRUCTION REVISED-. PROP. LOCK BOX FOR. \ \ 7 PROP. COAX RUN 'h•' \ 'EMERGENCY SERVICES \. ` \ - \ \ .. - - DhW -25 KV LINE .ACCESS TO SHELTER \ \ \ \ - - S 2 UP POLE- '1 10/10/08 ZONING/CONSTRUCTION FINAL \ - c\� .\- \ - _ - 0 09/23/08 ISSUED FOR ZONING/CONSTR. S3 PROP.ICE BRIDGE 1 - 'A 09/19/08 ISSUED FOR REVIEW, EXIST 75'CLASS.2 waoo POLE 4 PROP.GPS/GSM ANTENNA REV. #I DATE -DESCRIPTION MOUNTED TO PROP. ¢p \` -, SHELTER(TYP.OF 2), PROJECT ND. DESIGNED BY: JMT $GALL' O \ 1 ' ff' 96210.069 DRAwN lire Nwc. AS SHOWN . .2 - CHECK'D BY.. JMT PROP. 6't ARBORVITAE 5 \\ \ pJeJG \\ _ 1 _. ., S-1. PROP..WHITE VINYL FENCE \\ (TWO STAGGERED ROWS - - Jn� �// _ _. APPROX. 2O PLANTINGS) S-, \ v \\ 1 \ - SR NAME: \ \ PROP. 1 '30'.EQUIPMENTS \ - SHELTER w w NSTAR HYANNIS 2 \\ A=3 18'-O'x35'-0 CENSE AREA NSTAR ELECTRIC CO. \ - .PROP.LOCK BOX FOR EMERGENCY.- �-' R/W#343,STRUCT.#163, SERVICES ACCESS TO SHELTER LINE#115,115kV. PROP. 6'3 ARBORVITAE 5 (TWO STAGGERED ROWS S-1 APPROX.20 PLANTINGS) SITE ADDRESS: OFF PHINNEY'S LANE \ oHw \ 1 HYANNIS,MA02fi01 \1 ��V LINE \ \ 1 1\ fX/STING GROUND LEVEL - ^ 1 1 DRAWING TITLE: \ \ 98.9 f(0.0'AGL) I I I I _._.OHW \\ �\` \\ \\ 1 1 \\ I I I I I I UG/ \ 1 ► \ I I I I I o PROP.U.G.UTILITY COMPOUND PLAN \ 1 1 \ u u U FROM OgPROP. METER &ELEVATION verew DRAWING NO: LOOKING TOWARDS SS#958 BARNSTABLE) COMPOUND PLAN 0 OUTHWEST ELEVATION 0 SCALE:1' S'-O' •1S1 SCALE:1'=10'-0' p 2'-6" 5' 10, .15 0 5' .10, (L 9,_4. CL 9_4. CL 9'_4^ CL 1—a. (TYP.) (TYP.) (TYP.) (TYP.) ®.... SHELTER I ^Can you hear me now?" 4'x44'3000 PSI CONCRETE STOOP Y4/FT SLOPE (BROOM FINISH) 6x6-W2.OxW2.0 WIRE MESH SHELTER FLOOR CHAPPELL 3/4-CHAMFER ON EDGES I - ENGINEERING FINISH GRADE SLOPE I I - ASSOCIATES,LLC N I civil•Stru ctural-Land Sur veying 201 BOSTON POST ROAD WEST, surrE sot MARLBOROUGH, MA 01752 CRUSHED STONE OUTLINE OF SHELTER I I - (508)`4B1-7400 1/2-NEOPRENE FILLER I .www.chappellehgineering.com I STOOP DETAIL 1 I SCALE:NTS A-2 ,,Q:'• 1lF. DA 1 LL CONCRETE.PIER,(TYP 8X) 3 (SEE PIER FOUNDATION DETAILS). A-2 0 „; - A ' z 1. 4'xlO'..CONCRETE STOOP. A-2 (SEE STOOP DETAIL) �cicj PIER LAYOUT OU.T PLAN' z ENGINEER/LAND SURVEYOR. DATE SCALE:1/2',= 1"—O' A-2 - .. R IS A VIOLATION OF LAW FOR ANY:PERSON, _UNLESS THEY ARE ACTING UNDER THE DIRECTION 0 1/47 1/2^ 1' 1 1/2" .. : . - OF A LICENSED PRoniSSI INAL ENMNFm,' TO ALTER THIS DOCUMEM." REVISIONS . 4 03/02/09 ZONING/CONSTRUCTION REVISED:. 3 12/08/08 ZONING/CONSTRUCTION REVISED - - SHELTER WALL - SHELTER WALL - - _ -2 10/20/08 ZONING/CONSTRUCTION REVISED :1 10/10/08 ZONING/CONSTRUCTION FINAL SHELTER SHELTER 0 09/23/08 ISSUED FOR ZONING/CONSTR. A 09/19/08 ISSUED FOR REVIEW Z SHELTER FLOOR z - 'SHELTER FLOOR REV. DATE - DESCRIPTION i+r - oF9G1ED ar mr - FINISH GRADE n FINISH GRADE ORAIILI tH: NIIO . ,.. - - • PRO:If1.T I1D. 96210 069 SHOW .a - a q, loan or. Aff TAR HYANNIS 2 _ t e• `I-TI�I I— I I1-i I -I � - I• i SITE 11111�111 -q 6 .. L III=1 111-11 =1 I I-1 I[El ' ' 1�I M I, STONE — ELECTRIC CO. NSTAR _ _ �sroNE R/W#343,STRUCT.#163, T�II I Ii��IIII� '� II— e 11-1 I I 111-a .:.a tr a.. a p�I,I I i I _ � e. d.� a'.Q ®32'O:CNP(SPACED 15, 1 1 =1 I C—I II LINE #1 5kv 1 1=�=�I ' . e tr• ;LI I n SITE ADDRESS: - . .. s e - #3 TIES,TYP(SPACED - - - - - -I I 1=111=1, a 012-O.C.) OFF PHINNEY'S LANE 71mlII_ HYANNIS,MA02601 =1IF!. a a (6 (6)07 VERTICAL)BARS a a. 3'CLR LEDGE DRAWING TITLE: ' ° a (6)#7 VERTICAL BARS 24^(12'MIN.) - - • g - (EQUALLY SPACED) _ GROUT EVERY OTHER BAR FOUNDATION DETAILS 6'INTO ROCK ALTERNATE PIER DETAIL 3'CLR ED I I I,TiI I=I DRAWING NO: UNDISTURBED 24' PARENT MATERIAL PIER FOUNDATION DETAILS FOUNDATION PIER-DETAIL 3 SCALE:N1S. A-2 A- 2 30'-6" �IXHAUST PIPE AND THIMBLE 30'-0' MICROFLECT ENTRY PORT . "re%ss 48"DOOR CANOPY y : hear me now 9 Can you n o 70W HPS LIGHT ... ,. .SERVICE ENTRY ••• Fl%TURF •• (2"x7"RIGID NIPPLE) CHAPPELL RIN E NGI NEE G ,... .. .. . .. .f 17¢"VENT PENETRATION • .. �' ASSOCIATES,LLC ...•., .. . :TEL ENTRY ' :.:,�,. Civil•StruCtur2l-Land Surveying (4"x7'STEEL NIPPLE) ,• ' 1201 BOSTON POST ROAD • ♦ . .. • N • •• ;%��••' WEST, SURE 301 eo 52 ' .,. • .,. .. .. ' . . .•� MARLBOROUGH, MA 017 .. — 508) 7400 ' www.chappellengineering.com O O O O O 3i PVC SLEEVE FOR ENTRY ENTRY GROUND BAR 6'-4�' GROUND, BY;A.F.F.,045• �S PVC SLEEVE FOR ENTRY - IN OF GROUND, BY;A.F.F., 045' 02� DAV , WESTERLY ELEVATION t NORTHERLY ELEVATION 2 C qq�� SCALE:1/2" = 1'-0" A-3 SCALE:1/2" 1'-0" A-3 - 347 FG rE� ENGINEER/IAND SURVEYOR DATE 1 V-812 EXHAUST PIPE - AND THIMBLE PVC PIPE ELBOW W/MINK LOUVER - IT IS A VIOLATION OF LAW FOR ANY PERSON, 48'DOOR CANOPY 71'-5" FOR EQUIPMENT ROOM EXHAUST UNLESS THEY ARE ACTING UNDER THE DIRECTION (SHADED POLE BLOWER) - OF A LICENSED PROFESSIONAL ENGINEER, } TO ALTER THIS DOCUMENT. • ,. • ., :• '.• '' 48"DOOR CANOPY .. REVISIONS •, ' ' ,• •. •. 4 03/02/09 ZONING/CONSTRUCTION REVISED .. . . .. ._ ❑ 3 12/08/08 ZONING CONSTRUCTION REVISED 70W HPS / HVAC �!2 HVAC 1 ,, _ �.., •• .•• •♦ HVAC/1 2 10/20/08 ZONING/CONSTRUCTION REVISED LIGHT �i�••• ••• FIXTURE 1 10/10/08 ZONING/CONSTRUCTION FINAL •• ,• ,• _ •, •, ,• - 0 09/23/08 ISSUED FOR ZONING/CONSTR. ': ;♦ •' ❑ A 09/19/08 ISSUED FOR REVIEW . REV. # DATE DESCRIPTION • - , PROIECf No. DESGNED BY: JMT SUL STEEL DOOR STEEL DOOR 96210.069 Dw �' Nwc AS SHOWN ♦ i .. .. ' . •• CHECK'D B15 JIEf :; ' . .'• . :'. '' ......;:. cRou 8Y"A.F.F..04s NNIS 2 �PVC 5 SITE NAME: ND NSTAR HYA NSTAR ELECTRIC CO. O R/W#343,STRUCT.#163, �;PVC SLEEVE FOR ENTRY LINE#115 115kV 7'-0" 7'-D' GROUND, BY"A.F.F.,045' LC LIFT INSERT(TYP OF 4) LC SITE ADDRESS: OFF PHINNEY'S LANE HYANNIS,MA 02WI EASTERLY ELEVATION 3 SOUTHERLY ELEVATION 4 DRAWING TITLE: SCALE:1/2"= 1'-0" A-3 SCALE:1/2" = 1'-0" A-3 NOTE: SHELTER ELEVATIONS FOR COMPLETE SPECIFICATIONS, REFER TO THE CELLXION LIGHTWEIGHT DIVISION '11'-5"x3O'-0" 2HR STEEL SHELTER'DRAWING PACKAGE AS PROVIDED TO VERIZON WIRELESS NEW ENGLAND - DRAWING N0: SHELTER WEIGHT(AS SHIPPED): 44,000 LB A- 3 STRUCTURAL NOTES: - 1. DESIGN REQUIREMENTS ARE PER STATE BUILDING CODE AND APPLICABLE SUPPLEMENTS,ANSI/ASCE7, E A/TLA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. / PROPOSED 6'VINYL PRIVACY FENCE 2. CONTRACTOR SHALL.VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND • ERECTION OF ANY MATERIAL ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE CONSTRUCTION MANAGER. Wheless 3. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL �ia7J CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR . DOWN TILT ASSEMBLY BUILDINGS". ^Can you hear me now?" 4. STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 STRUCTURAL STEEL•UNLESS OTHERWISE INDICATED. - - -PAN0. ANTENNA .H S. STEEL PIPE SHALL CONFORM TO ASTMA500'COLD-FORMED WELDED&SEAMLESS CARBON STEEL STRUCTURAL TUBING',GRADE A,OR ASTM.A53 PIPE STEEL BLACK AND HOT-DIPPED ZINC-COATED WELDED AND SEAMLESS PIPE MOUNT TYPE E OR S,GRADE B. PIPE SIZES INDICATED ARE NOMINAL ACTUAL OUTSIDE DIAMETER IS LARGER. FILL CENTER OF POSTS 6. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS(BEARING TYPE)AND CONFORM TO ASTM W/CONCRETE MIX - A325*HIGH STRENGTH BOLTS.FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED CHAP PELL 2'-0"A.G.L.— WASHERS ALL BOLTS SHALL BE 5/8"DIA LION. J4 REBAR IN 7. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123"ZINC ENGINEERING CENTER OF POST (HOT-DIP GALVANIZED)COATINGS ON IRON AND STEEL PRODUCTS UNLESS OTHERWISE NOTED. ASSOCIATES, LLC h 6•t \ �^ 8. ALL BOLTS,ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASM A153 Civil Structural Land Surveying _ 'ZINC-COATING(HOT-DIP)ON IRON AND STEEL HARDWARE UNLESS OTHERWISE NOTED. 201 BOSTON POST ROAD .,, ;, 6"OF DIRT FILL g, FIELD WELDS, DRILL HOLES,SAW CUTS AND ALL DAMAGED GALVANIZED SURFACES SHALT.BE REPAIRED WITH AN WEST, SURE 301 - �i ' ' 2"-3'BETWEEN BOTTOM OF ORGANIC ZINC REPAIR PAINT COMPLYING WITH REQUIREMENTS OF ASTM A780.GALVANIZING REPAIR PAINT SHALL IMARLBOROUGH, MA 01752 :; FENCE AND THE GROUND '` HAVE 65 PERCENT ZINC BY WEIGHT,ZIRP BY DUNCAN GALVANIZING, GALVA BRIGHT PREMIUM BY CROWN OR MOUNT ANTENNA IN ACCORDANCE WITH MANUFACTURER'S """ EQUAL THICKNESS OF APPLIED GALVANIZING REPAIR PAINT SHALL BE NOT NOT LESS THAN 4 COATS(ALLOW (508) 481-7400 RECOMMENDED PROCEDURE """^ 2'-0"OF CEMENT TIME TO DRY BETWEEN COATS)WITH A RESULTING COATING THICKNESS REQUIRED BY ASM.A123 OR A153 AS www.chappellengineering.com APPLICABLE . 10.CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES,APPEARANCE AND QUALITY OF WELDS,AND FOR METHODS USED.IN CORRECTING WELDING.ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN . ANTENNA W/ DOWN-MT_ VINYL PRIVACY FENCE W ACCORDANCE WITH AWS"STANDARD QUALIFICATION PROCEDURES ALL WELDING SHALL BE DONE USING - ELECTRODES AND WELDING SHALL CONFORM TO AISC AND DI.I.WHERE FILLET WELD SIZES ARE NOT SHOWN,WN. SCALE:NOT TO SCALE S-1 SCALE:NOT TO SCALE S-1 PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION*.9TH EDITION. ZHOF p,INCORRECTLY FABRICATED,DAMAGED OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS - SHALL BE REPORTED TO THE CONSTRUCTION MANAGER PRIOR TO REMEDIAL OR CORRECTIVE ACTION.ANY SUCH DAV Al ACTION SHALL REQUIRE CONSTRUCTION MANAGER APPROVAL Q 12,UNISTRUrS SHALL BE FORMED STEEL CHANNEL STRUT.FRAMING AS MANUFACTURED BY UNISTRUT CORP.WAYNE. C I MI OR EQUAL STRUT MEMBERS SHALL BE 1 5/8.0 5/8"02GA,UNLESS OTHERWISE NOTED,AND SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. • - - 13.EPDXY ANCHOR ASSEMBLY SHALL CONSIST OF ANCHOR DIAMETERS SPECIFIED ON DRAWINGS,STAINLESS STEEL W ANCHOR RODS WITH NUTS&WASHERS.THE ANCHORING SYSTEM SHALL SIMPSON STRONG TIE ACRYLIC ADHESIVE ANCHORING SYSTEM OR ENGINEERS APPROVED EQUAL WITH 4-1/4"MIN.EMBEDMENT DEPTH. ` ` - 14.EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325,GROUP 11,TYPE 4,CLASS 1, HILT) \J } StS�QNAt�\ ((�• KWIK BOLT II OR APPROVED EQUAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE THREE AND ONE HALF(3 1/2)INCHES. . `/(J 15.WHERE ROOF PENETRATIONS ARE REQUIRED,THE CONTRACTOR SHALL CONTACT AND COORDINATE RELATED WORK WITH THE BUILDING OWNER AND THE EXISTING ROOF INSTALLER.WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO NOT VOID THE EXISTING ROOF WARRANTY. - - - ENGINEER/LAND SURVEYOR DATE - T IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION PIPE CAP CPS ANTENNA(GPS-POLE _ OF A LICENSED PROFESSIONAL ENGINEER, SUPPORT ARM ANTENNA TYPE NO.XXX-XXX) TO ALTER THIS DOCUMENT. ANGLE 2rx2rx6" REVISIONS BOLT r0x1j"LONG PLANTING NOTES4 03/02/09 ZONING/CONSTRUCTION REVISED W/LOCK WASHERS - EDGE OF 41.1 3 12/OB/08 ZONING/CONSTRUCTION REVISED SHELTER ROOF II MOUNTING PIPE OST 1. WATERING SAUCER SHALL BE FLOODED TWICE DURING THE - - 1 1 2. 10/20/08 ZONING/CONSTRUCTION REVISED FIRST 24 HOURS AFTER PLANTING "0 ANCHORS III 1 1 10/10/08 ZONING/CONSTRUCTION FINAL SUPPORT ARM 2. TREE SHALL BE SET PLUMB ` •' r' •'" I I 0 09/23/08 ISSUED FOR ZONING/CONSTR. ANGLE 5"x3"x" - ` C I I - 3. DO NOT CUT LEADER _ , •C•"•`••�•, \ \ •;i.:• •® 44 1 A 09/19/08 ISSUED FOR REVIEW 4. AN IRRIGATION SCHEDULE FOR A TWO YEAR PERIOD SHALL BE IMPLEMENTED BY VERR 2"BARK MULCH(PULL BARKON AND THE OWNER TO REV. # DATE DESCRIPTION 4"O.D. PIPE(SCH 40) ENSURE THE PLANTS WILL TAKE ROOT AND SURVIVE MULCH AWAY FROM TRUNK OF �;.. ® ® - TREE) :,,`•.�:...Jn - PROTECT N0. IDESIGNED Bf: JMT I SOLE 5. ARBORVITAE PLANTINGS SHALL BE AT A SIZE RANGE \ / ^,�.��� ti y,yam•-= -r..• I X2"0 COAX CABLE MINIMUM . 96210.069 1 DRAWN BY. NWC AS SHOWN BETWEEN 5'AND 6'AND SHALL BE 4'-5'ON CENTER. •�'='`,�+`�•-:��i�;�e: Y - BENDING RADIUS PER CHECK-0 ar: JMT r GRAD PLANTING SOIL MIX PER SPECIAL FINISH E . *t-a°fi t�E ; �M` PROVISIONS - '!;i: ,tR••,,• MANUFACTURER'S STANDARD SITE ' NSTAR HYANNIS 2 MET I I I=III=I I=11I� 3'HIGH EARTH WATERING 1 TI=1I I- Tf '. . I=_11I=iiTl�I I I / SAUCER AROUND TREE PIT GPS ANTENNA MOUNTING BRACKET �i_ II�II II II_IiI�lI-1� NSTAR ELECTRIC CO. ':1 'aI T .I I1=I TREE SHALL BE PLANTED 50 THAT �� CUT&ROLL BACK 1/3 OF RNV#343,STRUCT.#163, I I�I I= ••, =I I I-I I o CROWN IS 3"ABOVE FINISHED BURLAP BEFORE BACKFlLUNG. GRADE AFTER SETTLEMENT COMPLETELYREMOVE SYNTHETIC '-BILL OF MATERIALS LINE#115 115kv I I Ill �=111' I •I �.. I—I 'v BURLAP k LACING AN PRIM,, ITEM/ DESCRIPTION 0 e0ch SITE ADDRESS: I— ••,u••. 1 —III—I I 7O %-o SCH.40 x 12-LG MIN SS OR GALV.PIPE 1 OFF PHINNEYIS LANE •I 1•_y ROO1B LL _I I III I III- O STD.U-BOLT FOR 2"0 PIPE W/DOUBLE HEX NUTS AND HYANNIS,MA 02601 r 2 WASHER,GALV.(SEE NOTE 3) 2 II-III II III NOTE _ -III III-III— DRAWING TIRE: SECTION SHOWN TYPICAL OF WAVEGUIDE — RODTBALL SHALL BE PLACED ON BRIDGE HANGER KIT. CONTRACTOR MAY COMPACTED OR UNDISTURBED NOTES: REPLACE WITH EQUAL AS APPROVED BY ROOTBALL SUBGRADE , CONSTRUCTION MANAGER. 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1Y,"DIAMETER,SCHEDULE 40,GALVANIZED STEEL DETAILS 3 x ROOTBALL DIAMETER OR STAINLESS STEEL PIPE THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE _ CUT TO THE REQUIRED LENGTH(MINIMUM 18 INCHES)USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED, THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. CABLE BRIDGE SECTION 3 ARBORVITAE SHRUB PLANTING �� 2• THE SUPPORT PIPE SHALL BE ATTACHED TO THE MOUNTING SURFACE USING THE OVERSIZE S PROVIDED TO DRAWING N0: ALLOW ADJUSTMENT. IT IS CRITICAL THAT THE GPi ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF - ucnngel AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL SCALE:NOT TO SCALE S:-1 SCALE:TUTS - S-1 BASE ANTENNA 4 S - 1 SCALE:N.T.S. S-1 • • Wheless "Can you hear me now?" WAITNG ON STRUCTURAL REPORT BY RCP ENGINEERING - WATITNG ON STRUCTURAL REPORT BY WAITING ON STRUCTURAL REPORT BY WAITING ON STRUCTURAL REPORT BY CHAPPELL RCP ENGINEERING RCP ENGINEERING -RCP ENGINEERING - ENGINEERING ' ASSOCIATES, LLC Civil•Structural-Land Surveying 201 BOSTON POST ROAD WEST, SURE'301 MARLBOROUGH, MA 01752 (508) 481-7400 www.chappel len g i n eeri ng.com o�DAV TOWER LOADING DATASCALE NTS �4� C NESC DPU HEAVY HIGH WIND.. BECO z HEAVY ICE (BECO) �3� " �l0.34706 SCALE:NTS S-2 SCALE NTS S-2 SCALE:TUTS • a, O �FGIS 4 ALPHA rSiSyOhAI��'� UNIVERSAL RING MOUNT , I - • ��( -' (SEE CHART FOR PART.) SINGLE PIPE SUPPORT ARM 3/4'THREADED ROD ENGINEER/LAND SURVEYOR` - DATE ry T� 'R IS A VIOLATION OF LAW FOR ANY PERSON, LESS THEY CTING UNDER THE 10 - - ., UN OF A,LICENSEDAPROFESSIONAL ENGINEER, ON - - _ 'TO ALTER THIS DOCUMENT.:_- 1 3-SECTOR UNIVERSAL 120' RING MOUNT(SEE ,. - - TOP OF PROPOSED STRUCTURE ' •• __ ?. ,. _ ..BETA CHART FOR PART.- ) ° ° - EL =.'.178.9 f B0:0 f AGL REVISIONS • : �, ,. .. - .. - : m ..., „ _ _ _ EL.PROPOSED7ANTEN_ NASA REVISED - COLOCATION-T-FRAME KIT - . ff=175.9t( .0'3 AGL)�D 4 03/02/09 ZONING/CONSTRUCTION 3 12/08/08 ZONING/CONSTRUCTION REVISED UNIVERSAL RING MOUNT MONOPOLE 0 ;6 GAMMA Fo, PROP.ANTENNAS TO_. T..STRUCK RE -163 S'1-. S52 PTRANSMIS ON STRUCTURE NA MOUNTED�N 2 10/20/68 ZONING/CONSTRUCTION REVISED MOUNTED TO PROP: -EL. 166.9 ,(68.0 AGL) MC-K125-6-72! - 10'-30' - 5-2-,MOUNT DREPLACEMENTPOLE 10/10/08. ZONING/CONSTRUCTION FINAL MC-K12L-6-72 - 30'-60' 21'0 PIPE'MOUNT 'TRUE NORTH : w .. - - 0 09/23/OB ISSUED FOR ZONING/CONSTR. m .PROP.COAX CABLES P > F ANTEN' - ,-. -, REPLACE ORIGINAL STRUCTURE$163�- A 09/19/08 ISSUED FOR REVIEW NA SECTOR PLAN 5 WOOD PO�TERIDR OF LINE „5 WITH A 9D LASS , DowNnLT ANGLE— SCALE:N.T.S. s-2 �, REV. # DATE DESCRIPTION TRANSMISSION STRUCTURE(B0'-D-AGL) PROP.MICROFLECT UNIVERSAL - 7 PROP:-COAX RUN PROJECT N0. DESIGNED JMr SCALE, • `" mod' SNAP-IN HANGER CUT AND WELDED 412,UP POLE - - PROP. 1/2'THRU BOLT - TO TO BENT FLAT STOCK AS SHOWN - 96210.069 DRAWN�` NI IN WOOD STRUCTURE :'... - w K - CHECK'D BY: Jig PROP. 3'X)4°'X7210NG .- PROP. ICE BRIDGE. - FLAT STOCK - - SITE NAME: PROP GPS/GSM ANTENNA NSTAR HYANNIS 2 . PROP* MICROFLECT UNIVERSAL ° 4 MOUNTED TO PROP. - SNAP-IN HANGER CUT AND WELDED v • S-1 SHELTER(TYP.OF 2) NSTAR.ELECTRIC CO. , ANTENNA TO TO BENT FLAT STOCK AS SHOWN EXIST. 75'CLASS \ • R/W#M,STRUCT.#163, 2 WOOD POLE BRACKETTSTILT .. PROP.WHITE VINYL FENCE .LINE#115, 115kV PROP. REPLACEMENT POLE -1 OF EXIST.TRANSMISSION STRUCTURE#2389 - PROP. 12'X30'EQUIPMENT SITE ADDRESS:- 2 1/2.0 - Tz - SHELTER WITHINIF bR - PIPE GALV. 6'MIN. - % A-3 18'-0'x35'-0'LICENSE AREA OFF PHINNEY'S LANE PROP.3'X){e'X12'LONG - - HYANNI$,MAO1601 COLOCATION T-FRAME KIT - FLAT STOCK - .PROP. 1/2'LAG-BOLT '•'`�"• - - '.INTO WOOD STRUCTURE - ._.r�:>• ISOMETRIC VIEW ,%' DRAWING TrrLE: PROP.REPLACEMENT POLE OF EXIST. /� p/� UNIVERSAL RING MOUNT TRANSMISSION STRUCTURE#238B fXISANG GROUND LEVEL w� -v LOADING DIAGRAMS, (SEE CHART FOR PART ) PLAN VIEW, fL =98.9'f (o.D'AGL) I L I I I L o uc/E/r ANTENNA MOUNTING MICROFLECT UNIVERSAL SNAP—IN BRACKETS II II L,I I L I PLAN, &DETAILS IIFL I01'9tl�IlON ILEA os lan AN61E O 0" PIPE LM SUE u LJ LJ PROP. REPLACEMENT POLE OF EXIST. 82249 12 RUNS 82252 -16 RUNS- 2>4»'TO 4'X4' U4'0D TO 5N.00 - TRANSMISSION STRUCTURE#163 B2250 12,RUNS 82253 16 RUNS . 5'X5'TO 6'X6' 6'OD TO 8%-OD DRAWING N0: B2251 12 RUNS 82254 16 RUNS 8'X9' 1DYs'OD TO 12 34 . . ANTENNA MOUNTING PLAN 13 CABLE MOUNTING DETAIL 7 NORTHWEST ELEVATION(�)SCALE; 1' = 12'-0' ® 2. SCALE: NTS S-2 - - - SCALE:N.T.S. 5-2 0 6' 12' 24' 36'. NOTES: RLIlY CONTACTS T, SUBCONTRACTOR SHALL PROVIDE A SINGLE PHASE,200 AMP,3 WIRE, 120/240 VAC, 60HZ SERVICE FOR VERIZON SHELTER. ELECTRICAL, NATIONAL GRID 2. SUBCONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY � - � ;• 245 SOUTH MAIN STREET •� \ BEFORE THE START OF CONSTRUCTION.POWER AND TELEPHONE HOPEDALE, MA 01747 OHW CNW REQUIREMENTS. �,-CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY QQ�c 800-375-7405 G/tAa7a7 TELEPHONE VERIZON 185 FRANKLIN STREET 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO BOSTON. IAA 02107 DRAWINGS PROVIDED BY SHELTER MANUFACTURER. 800-941-9900 "Can you hear me now " 4. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C.AND UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. EXIST. UDL/TY POLE 5. SUBCONTRACTOR SHALL INSTALL 36"OF FLEX CONDUIT WITH ALL •• •• CONDUIT.FITTINGS (NUTS,REDUCING BUSHINGS,ELBOWS, PROP.VERIZON SHELTER COUPLINGS,ETC.)NECESSARY FOR CONNECTION TO EACH RADIO - . CABINET. CHAPPELL 6. SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE w= ENGINEERING FAULT CURRENT FROM THE POWER UTILITY. J•,., ASSOCIATES,LLC _ 7. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR µ • .. _ CALV, CLAMP, TIP CONDUIT SHALL BE.SINGLE CONDUCTOR(y�14 AWG AND LARGER), Civil-Structural Land Surveying. 600V,OIL RESISTANT THHN OR THWN-2,CUSS B STRANDED 201 BOSTON POST ROAD COPPER CABLE RATED FOR 917C(WET AND DRY) OPERATION: WEST, SUITE 301 LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM • PROP.METER USED. MARLBOROUGH, MA 01752 (508) 481-7400 •• c - 8. CUT,COIL-AND TAPE A 10 FOOT PIGTAIL FROM END OF FLEX www.chappeliengineering.com I - - CONDUIT FOR TERMINATION BY RADIO EQUIPMENT VENDOR. • o 4'RCS RISER PROP.J BOX 9. IF NOT ALREADY PROVIDED,CONTRACTOR SHALL SUPPLY$6 GND • - � CONDUIT FOR � � WIRE FOR TELCO ATTACHMENT TO THE AT&T PROVIDED 5-HOLE ELECTRIC GROUND 13AR AND A 110V ELECTRIC OUTLET MOUNTED TO TELCO BACKBOARD ZN OF DAV D la 1 CCH L PVC CONDUIT - 4'RGS 90' SWEEP FOR PROP. 2'PVC CONDUIT - - ELECTRIC AND TELCO 'PROP. 2'2'RGC 90' W/ PULL STRING - - - SWEEP AND RISER - ELECTRICAL SYSTEM ENGINEER/LAND SURVEYOR DATE MAN DISTRIBUTION VERIZON POWER AND TELCO SINGLE LINE DIAGRAM IT B A VIOLATION OF LAW FOR ANY PERSON, VOLTAGE 120/240V VOLTAGE 120/240V IT THEY ARE ACTING UNDER THE DIRECTION SCALE:NTS E-1 PHASE 10 PHASE 10 OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. AMPS 200A AMPS 20DA" REVISIONS 4 03/02/09 ZONING/CONSTRUCTION REVISED PANEL SCHEDULE P-1 3 12/08/08 ZONING/CONSTRUCTION REVISED REFER TO SHELTER MANUFACTURER 2 10/20/08 ZONING/CONSTRUCTION REVISED 4#12& 1#10-1-CONDUIT(FOR BATTERY CHARGER& ' DESIGN DRAWINGS FOR ALL INTERNAL CKT. WIRE- CKT. WIRE- DESCRIPTION SIZE_ AMPS DESCRIPTION SIZE AMPS JACKET WATER HEATER.VERIFY STANDARD/OPTIONAL SHELTER CONNECTIONS, INCLUDING ALARM, 1 10/10/08 ZONING/CONSTRUCTION FINAL - ACCESSORIES WITH MANF. PRIOR TO INSTALLATION) HVAC.FIRE/SMOKE DETECTORS,ETC. 1 RECTIFIER#1 10 30 2 MVAC#1 60 - 0 09/23/08 ISSUED FOR ZONING/CONSTR. CONTROL WIRING 10#14- 1'CONDUIT 3 4 - (COORDINATE W/GENERATOR MANF.) - - - _— _ — — — — _ _ _.— — _— — — — — — — —` 5 RECTIFIER 12 10 30 6 HVAC#2 60 A 09/19/OB ISSUED FOR REVIEW r 7 8 REV. # DATE DESCRIPTION 9 RECTIFIER 13 10 30 10 1 INTERIOR LIGHTS/EXIT 20 lomon w. ,IMF I SCAM ' E E E E E E 1 FLEXIBLE ABOVE-GROUND MARKER LOAM AREA PAVED AREA 11 12 INTERIOR LIGHTS/EXIT 20 98210.069 ORM By: � As SHOWN TO BE INSTALLED EVERY 100'OR AT TWO COURSES OF 13 RECTIFIER 4 10 3D 14 ELEC. HTR(IF RED) 60 CIECkD 1 _ W E E E E E I DIRECTION CHANGES(BY J.MILLER 1-1/Y BITUMINOUS PAVEMENT .. INDUSTRIES INC OR APP'D EQUAL) (3)D3/O& 12G-2' 1 15 16 SITE NAME iF' E E E E 6 ML YELLOW WARNING TAPE CONDUIT I rFlMSH GRADE . 'HIGH VOLTAGE? NSTAR HYANNIS 2 W W I SAW-CUT TO STRAIGHT EVEN 17 RECTIFIER,5 10 30 18 RECEPTACLES 20 1 (3) }/0-(1) #2G-2•C W I W - - EDGE BEFORE PAVING 19 20 RECEPTACLES 20 NSTAR ELECTRIC CO. 21 RECTIFIER 16 10 30 22 RECEPTACLES 20 R/W#343,STRUCT.#163, `' 8'GRAVEL BASE 1N R ECEPTACLES-GEN 20 ,LINE#115 115 e o :• = ".".-.. 23 24 O I I P-1 12'6' 25 RECTIFIER 17 10 30 26 RECEPTACLES- GF1 20 SITE ADDRESS: METER � � J INTERSECT INTEGRATED. I I I I •„�, -� • LOAD CENTER 200A 27 28 SMOKE DETECTOR 20 120/24OV, 10(REFER TO W W '2 MIN OFF NN LANE 1 MANUFACTURERS OWNERS 1 8' MIN: COMPACTED BACKFlLL 29 RECTIFIER�8 10 30 30 HEAT DETECTOR 20 HYAN A NT$,MA 02601 MANUAL FOR ALL WIRING 31 -32 EXHAUST FAN 20 1 CONNECTIONS) 1 PC OPAL GRAVEL. 33 RECTIFIER/9 10 30 34 DRAWING TITLE: 1 E nG 1 4 MIN ON ALL SIDES 35 36 SCHEDULE 40 CONDUITS FOR NEW 4• NOTE 37 RECTIFIER 110 10 30 38 ELECTRICAL DIAGRAM& CSC - I ELECTRICAL AND TELEPHONE SERVICES DETAIL AS SHOWN IS FOR DETAILS BACKFEED 1 1 SEE UTILITY AND STE PLANS PROVIDE SECONDARY ELECTRIC SERVICE 39 40 APPROVED W ATE INSTALLATION /A SERVICE ALL REQUIRES 4'CONCRETE AND 41 42 AUX SERVICE 20 —' AT TERMINATION COMPANIES S POINTS. INTERFACING ENCASEMENT. l VERIZON EOUIPMENT SHELTER - (1) �2 = ) LE GTH PU L R POINTS PROVIDE FULL 1.ALL cE A ACREDKLUDINGM Swats,S+Mu D Ndu1FD ON A TraEWXrtiDN PANLt — — — — — — — — — — — — — — — —— — — — — LENGTH PULL ROPES(TYP.). samlAE AnAcxm TO IoOA N8 L�IICFHIFR DRAWING NO ONE LINE DIAGRAM z BURIED CONDUIT DETAIL 3 PANEL SCHEDULE 4 E- 1 SCALE:NTS E-T SCALE: NOT TO SCALE E_T SCALE:NTS E-1 ANDREW 1/2-02 - ( HOM EGS OWN ON GROUNDING (1/4'x2 1/2'x121 - SRISERHOW DIAGRAM) ANTENNA MOUNT GROUND GOAD CABLE TS % i re/Cia7.7 SPARES GROUNDING KITS _ IF REQ. � m® . ® m °Can you hear me now?" #2 AWG SOLID TINNED 4 8 CABLE m m COPPER (TYP) I E-2 E-2 GROUND KIT( � TO GROUNDING K 1 7•rT�7.7• ® ®�I GPO ANTENNA CADWELD 11 I I I I 1 v GROUNDING UPPER CIG COAx CABLE KITS m cc) TO GROUNDING RING(LOWER EGB) CHAPPELL #6 AWG GREEN INS. O REFER TO GROUNDING RISER COPPER (TYP) DIAGRAM FOR EXACT LOCATION ., ENGINEERING LOWER 3 7 ,, i i m OF ALL CONNECTIONS CIGBE E-2 E-2 I 1 m ASSOCIATES, LLC TO EXIST. GROUND CADWELD r � !��+; Civil-Structural LandSunreying RING/COUNTERPOISE ----\------J•GROUND GPS ® GROUND BAR EGB 2011BESTTON POT ROAD. BAR TO GROUND RING 3 SCALE NOT TO SCALE E-2 MARLBOROUGH, MA"01752 (508) 481-7400 __J CO AWG SOLID TINNED www.chappeliengineeHng.com -�-—--—--—-- i COPPER (TYP) � ANDREW 1K18KR(1/4'x2 1/2'x19 1/21 OR EQUAL WITH HOLE PATTERN AND STANDOFF INSULATORS AND COAX CABLE K(f5 � ® MOUNTING BRACKETS AS SHOWN 2 GROUND ROD W/TEST 6 �s E-2 WELL(TYP. OF 1) E- CADWELD 3 MGBE - TO GROUND RING N 12'TO 24' :.— --------------- H0I e'---- ------------- ANTENNA CABLE /sp D� �RV' - MASTER GROUND BAR MGB 2 — — TO EQUIP. � � co SCALE: NOT TO SCALE E-2 }' rn I WEATHERPROOFING KIT � c� CI --1 i I i 2s GROUND ICE I I_ EQUIPMENT I I (SEE NOTE 3) BRIDGE POSTS I SHELTER CABLE GROUND KIT `\ #6 AWG STRANDED COPPER GROUND ,� j(STCF�' e� ' I I WIRE(GROUNDED.TO GROUND BAR)(SEE - _ ' I d, I ``I NOTE 1 &2) METER AND - - CONNECTION OF CABLE GROUND KIT TO DISCONNECT _____—__ ANTENNA CABLE ENGINEER/LAND SURVEYOR DATE © j GROUND RODS R IS A VIM71ON OF LAW FOR ANY PERSON, (TYP OF 4) NOTES UNLESS THEY ARE ACTING UNDER THE DIRECTION e 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT OF A LICENSED PROFESSIONAL ENGINEER, QL�\ E-2 GROUND WIRE DOWN TO GROUND BAR. 10 AL70 THIS DOCUMENT. -�2 AWG SOLID \ l I 2•GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS:SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. REVISIONS TINNED COPPER (TYP) CONDUITS i 3.WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH KIT. 4 03/02/09 ZONING/CONSTRUCTION REVISED TO IXISi. SERVICE �_-__-__ __-__-__-__-__-__J - COLD SHRINK SHALL NOT BE USED. - 3 12/08/08 ZONING/CONSTRUCTION REVISED .}_ GROUND DETAIL 2 10/20/08 ZONING/CONSTRUCTION REVISED I J2 AWG SOUD TINNED - 4 1 10/10/08 ZONING/CONSTRUCTION FINAL 3 COPPER (1YP)TO EXIST. - - - SCALE: NOT TO SCALE E-2 GROUND RING (TYP OF 2) GROUNDING RISER DIAGRAM 1 - - - - 0 09/23/08 ISSUED FOR ZONING/CONSTR. SCALE: NOT TO SCALE E-2 A 09/19/08 ISSUED-FOR REVIEW REV. DATE DESCRIPTION 16 AWG FROM PRGECT NO. Oman BO JUT SGRE .. ANTENNA CABLE GROUND KIT 96210.069 mm BT: KYC AS SHOWN GROUND BAR ON 3 - TO ANTENNAS loan BY: at GRADE WALL, FLOOR OR ON E-2 - ANTENNA TOWER SITE NAME SLEEVE WC/THREADED INSPECTION COVER TX1 RX1 TX2 RV WEATHERPROOFTNiG NSTAR HYANNIS 2 SITE FINISH GRADE KIT(M.) NSTAR ELECTRIC CO. $ CADWELD COAX JUMPER GROUND KIT(TYP.) R/W#343,STRUCT.#163, (SEE NOTE) LINE#115, 115kv O O(O O O© O CONNECTOR SRE ADDRESS o CADWELD CONNECTION(TYP.) OO O QO QO O O O O Q WEATHERPROOFING AWG RING GROUND - KIT�•) OFF PHINNEY'S LANESEE NOTE 2 NNA GROUND BAR, p2 AWG NBCWNE #2 AWG SOLID,TINNED ANTENNA SIMILAR TO DETAIL 3 WITHOUT f IYANNIS'MA 01601 SDUD,TINNED COPPER GROUND WIRE PIGTAIL EXOTHERMIC WELD TO BE USED TO BTS EQUIPMEENT TO TOPBLE OFRS. BONDED ONO POLE DIRECTLY PASSAGE NOTCH SLEEVE FOR DRAWING 1TiLE: " PASSAGE OF RING WIRE WITH /2 AWG BCW TO (TYP.) � TOWER. ` MAINTAIN INTERIOR OF BUILDING SER.GROUND OR •`• SLEEVE DEBRIS FREE GROUND RING TO ANTENNA E_____ _____i BONDED TO GROUND ROD SUPPORT PIPE MONOPOLE GROUNDING DETAILS 2 AWG COPPER CLAD �-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES STEEL 5LONG Y X8'COPPER CLAD SHALL ONLY USE EXOTHERMIC WELDS. 10'-0'LONG STAINLESS STEEL GROUND ROD CONNECTION OF GROUND WIRE TO INSTALLATION OF GROUND WIRE TO GROUND GROUNDING BAR, TOWER/MONOPOLE GROUND ROD BAR DRAWING N0: GROUND ROD 5 TEST WELL DETAIL 6 DETAIL DETAIL 8 E - 2 SCALE: NOT TO SCALE E-2 . SCALE: NOT TO SCALE E-2 SCALE: NOT TO SCALE E_2 - SCALE: NOT TO SCALE E-2 - - �. ... ..... .,, _ ` '.� _ _. _' '. _ .,r -, _. . ' _ - _ 4 �' � J�. F