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Home My WebLink AboutBuilding Permit #179-2012 - 300 CHESTNUT STREET 9/1/2011 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: �7 Date Received Date Issued: PORTANT: Applicant must com Tete all items on this page LOCATION U &7eS#7v1 0/K/0 3W 07e-SIn&/ b�fe � Print PROPERTY OWNER SM �ro/J��P� �C . Unit# Print MAP NO: 99 C PARCEL: 2 ZONING DISTRICT:JFeJ 3 Historic District yes 10 Machine Shop Village yes frio 100 year-old structure yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family o Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: N Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other p Septic 0 Well ❑Floodplain ❑ Wetlands ❑ Watershed District ❑Water/Sewer r1/ DESCRIPTION OF WORK TO BE PERFORMED: Ncdt&� eVlq//)4� ha 6,Wi/K.e 4/Ikaaa.> aCC�dSG 1/e.5 (Identification Please Type or Print Clearly) OWNER: Name: S36 2Y Phone: t& 717&70 Address: 5gt00 �rat'nll l mli�rli� _, w�a rObba CONTRACTOR Name: JL-5Yln Sf)2K_11fu Phone: 50e�, 939-G/35 Address: 541 ((,14 M 0/7/C0&,/)r ,i-rJ( /Lu 4L4 �a D✓►Ie , SCr/r" ti-r/ 0 30 7 9 Supervisor's Construction License: /b y73v Exp. Date: 11/29/i_-_�, Home Improvement License: ti/q Exp. Date: ARCHITECT/ENGINEER #6SSe/r� Phone: 6,1 Address: 13N0(awre SL�fi,�I?�%'�, tk k17 ,411 Ga`�7 S Reg. No. ��37 FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ Y/ / , 606 FEE: Check No.: __�70V 6 ,� Receipt No.: NOTE: Persons contracting with unre eyed contractors do not have access to the guaranty fund Signature of Agent/Own Signature o .contractor ` Location © C/17 ff�M(-7/ f& No. — 2oiz Date NORTry TOWN OF NORTH ANDOVER F w Certificate of Occupancy $ CMUs Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 0O a 2 4 5 3 1 B ilding Inspector Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ElTanning/MassageBodyArt ❑ Swimming El Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ COMMENTS 5 , 1 e m Q otr�� CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS .Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature&Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Dimension Number of Stories: Nl 0 Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: A'o Chun<.�e ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use ❑ Notified for pickup - Date Doc:.Building Permit Revised 2011 June/mi Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg .Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Doc.Building Permit Revised 2008mi NORTH o" o 6Andover .. No. 7LAKE 0 dover, Mass., '4;� COCMICMEWICK 7 ADRATED P? '9S U BOARD OF HEALTH Food/Kitchen Septic System PERMIT T �— BUILDING INSPECTOR THIS CERTIFIESTHAT........ . ...... ...r/�a�.J.F�. ! . .....,, .......C.......................................................... Foundation ... has permission to erect........................................ buildings on ..��......... ��rinS.4-..5x................................. Rough /�,,,J �Ss �'� it F`�... / .M:. P..h^ //. ?� Chimney to be occupied as.............^.7..41.. ..: . ... -,t " .�! ..,S:.d` ........ ?�i:.r............... ey provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. ."' ;,� �,,�/ j PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Pbrmit. j Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION ST TS Rough ..... ....... .... .......'u---�.,............................. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE-DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. f Sk 12575 P0303 T 8 r Special Pe mh Renewal do new anemas 300 Gtastaut St.AT&T Jon 21.2011 - ^� Town of North Andover �' •��'- 2011 JUL 19 Office of the Planning Department Community Development and Services Division 1600 Osgood Street North Andover,Massachusetts 41845 NOTICE OF DECISIONamoyutetCm}d have SUPT A from dry of dedel ,Sed Any appeal shall be cited rtlllotd0 of within(20)days after the ic"xNaddow date of filing this notice in TOM CM the office of the Town Clerk, Date: July 5,2011 Date of Hearings:June 21,2011,July 5, 2011 Date of Decision: July 5,2011 Application of: New Cingular WirLeie:ss PCS,LLC("AT&T") Premises Affected: 0 Chestnut SL(SlWa 300 Chestnut St.) Map 98C,Parcel 2 Referring to the above petition for a renewal and modification of a Wireless Special Permit from the requirements of the North Andover Zoning Bylaw,Sections 8.9 Wireless Service Facilities and Section 2.65 Special Permit Granting Authority in order to add three(3)new Long Term Evolution(LTE)antennas to such facility: So as to allow the renewal of a Special Permit to continue operation of six(6)coaxial cable antennas on an existing wireless service tower located at 0 Chestnut St.(a/k/a 300 Chestnut St.)and a 12&by 20 ft.equipment shelter for ancillary equipment- The applicant is also asking for a Modification of the Special Permit to add an additional three(3)LTE antennas at the same location.The Special Permit was originally granted by the North Andover Planning Board on May 31,2006 for 12 antennas and was recorded on June 30, 2006.After litigation with the North Andover Board of Appeals was decidedin favor of AT&T by a Federal Court Judgment issued on September 25,2006,the facility was constructed with 6 antennas,according to a Building Permit issued by the Town of North Andover Building Inspector on July 24,2007. Upon a motion by T. Seibert and a 2"d by R. Glover, the Planning Board hereby APPROVES the renewal and modification of a Wireless Special Permit,including the installation of additional Wireless Facilities on an existing structure by a vote of 4 in favor and 0 against. 41x- on of the No4Simdhs, er Guard' r .,�„-ter, John haiPnan _ SFr.(eSOR i i i "=S:FtY `s''� Timothy Seibert- �,,tRci�CE,gp6tSS' Courtney LaVolpicelo- - Rickey Glover . ATRJE COPY:ATTEST -ATTEST: , e ef:]�?J'444 1 ' . Tmm-Clerk MGM TER OF DE Bk 12575 Pg304 #18412 F r l Bk 12575 Pg305 #18412 f ' special Pamh Rsrtewal&new ant�nas 300 ChOO M SC AT&T June 21.2011 The Planning Board herein approves the renewal and modification of the Special Permit to continue operation of the Wireless Facility, which consists of 6 coaxial cable antennas on an existing wireless service tower located at 0 Chestnut St. (a/k/a 300 Chestnut St.)and an 11 &by 26 ft.equipment shelter for ancillary equipment and to add three(3)LTE(Long Term Emissions)antennas,plus ancillary equipment at the some location. The renewal of the Special Permit was requested by Susan Roberts,Esq.,Agent for New Lingular Wireless PCS,LLC ("AT&T'). This applications and additional documentation as cited herein was filed with the Planning Board on May 6 and May 20, 2011, with subsequent submittals on file. The applicant submitted a complete application which was noticed and reviewed in accordance with Sections 8.3, 10.3,and 10.3.1 of the Town of North Andover Zoning Bylaw and MGL c.40A,Sec.9. The Planning Board finds that the applicant has met the following requirements as required by the North Andover Zoning Bylaw Section 8.9: FINDINGS OF FACT: 1. The renewal and modification application meets the filing requirements of the Wireless Service Facilities By-law Section 8.9.12. The applicant has demonstrated that the proposed wireless facility, with the addition of the LTE antennas is in compliance with FCC regulations regarding Maximum Permissible Exposure (MPE) limits, as indicated by the reports provided by the applicant. Two reports were filed,the first dated September 28,2010,authored by Donald L. Haes, PhD and the second dated May 12, 2011, authored by SAI Communications. The conclusion stated in the reports is that the applicant's Wireless Facility installation contributes a maximum RF exposure of less than two-tenths of one percent of the current State and Federal permissible exposure guidelines. The Telecommunications Act of 1996 prohibits this Board from taking health effects of RF transmissions into account beyond FCC requirements. 2_ The town's consultant has reviewed the RF Reports and has found that the applicant has shown a clear gap in coverage without the activation of the proposed LTE antennas. He also concludes that the location and distance of neighboring sites rule out their use to cover this gap. 3. The applicant had also demonstrated that the site is in compliance with the Noise Standards as set forth in section 8.9.8(b). 4. The applicant has provided a structural report, dated June 30, 2011 and authored by FDH Engineering, Inc., that demonstrates that the existing structure sloes not have the capacity for installation of the three new LTE antennas. The report made recommendations that are incorporated within this document and that are stated as Special Condition#6,Prior to start of construction. 5. The Planning Board received input and answered questions from residents. However, the Planning Board believes that the applicant has demonstrated 2 ' Bk 12575 Pg306 #18412 spMnl Permit RRaw7m&ntw mnamas 300 CheMn SL AT&T June 21,2011 compliance with the Town of North Andover zoning Bylaw requirements for this application. Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.9 but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant provided the following conditions are met: SPECIAL CONDITIONS: 1) Discontinuance Abandonment a) At such time that a licensed carrier plans to abandon or discontinue operation of wireless service equipment,such carrier will notify the Town by certified US mail of the proposed date of abandonment or discontinuation of operations. Such notice shall be given no less than 30 days prior to abandonment or discontinuation of operations. In the event that a licensed carrier fails to give such notice, the wireless service equipment shall be considered abandoned upon discontinuation of operations. b) Upon abandonment or discontinuation of use, the carrier shall physically remove the wireless service equipment placed on the site by the carver within 90 days from the date of abandonment or discontinuation of use. "Physically remove" shall include,but not be limited to: i) Removal of antennas, mount, equipment shelters and security barriers installed by the carrier(unless the same will continue to be used by the owner) from the subject property. ii) Proper disposal of the waste materials generated by the carrier from the site in accordance with local and state solid waste disposal regulations. iii) Restoring the location of the wireless service facility in its condition before the installation, except that any landscaping and grading shall remain the after-condition. c) The equipment shall be deemed to be abandoned or discontinued if it has not been used for the purpose for which it was originally constructed for a period of six(6) months or more. Once abandonment or discontinuance has occurred, the carrier shall remove the equipment from the subject property within ninety days. 2) Upgrades: Any upgrades to the equipment to be installed on the tower would require a new structural report to be submitted to the Planning Board for review. 3) Annual COMFIication: 3 Bk 12575 P007 #18412 Special Permit Renewal&new antennas 300 Chestnut S4 AT&T June 21.2011 a) Annual certification demonstrating continuing compliance with the standards of the Federal Communications Commission, Federal Aviation Administration and the American National Standards institute shall be filed with the SPGA by the Special Permit holder. 4) Term of Special Permit: a) A Special Permit issued for this wireless service facility shall be valid for three (3)years from the date of the decision for the Special Permit renewal.The special permit may be renewed under the same criteria as the original special permit, provided that the application for renewal of the special permit is made prior to the expiration date of the original or any renewed special permit. Additional measures governing the administration of the special permit are found in Section 10.3 of the Zoning Bylaw. b) The applicant shall submit to the SPCA at annual intervals from the date of the decision for the Special Permit renewal, preexistent and current RFE measurements. Such measurements shall be signed and certified by an RF engineer, stating that RFE measurements are accurate and are in compliance or why the measurements fail to comply with all applicable FCC Guidelines as specified in Section 8.9(5)(d)(vii) RFE Filing Requirements of this Bylaw. The measurements shall be submitted for both the applicant and all co-locators. If the applicant fails to comply with this requirement, the Special Permit will be revoked,until such time that the installation is brought into compliance with FCC Guidelines. c) The applicant shall submit to the SPGA at annual intervals from the date of decision of the Special Permit renewal, preexistent and current measurements of acoustic noise from the wireless service facility. Such measurements shall be certified and signed by an acoustical engineer,stating that noise measurements are accurate and meet the Noise Standards sub-section &9.(5)(d)(vi) of this Bylaw. The applicant shall forward to a separate consulting engineer, selected by the Town,the above materials for review. The applicant shall pay for such review. d) The applicant and eo-applicant or their successor in interest shall maintain the wireless service equipment in good condition. Such maintenance shall include, but shall not be limited to,painting and structural integrity of the antennas. 5) Prior to the endorsement of the plans by the Planning Board,the applicant must comply with the following conditions: a) A bond in the amount of five thousand dollars ($5,000) shall be posted for the purpose of insuring that a ftnal as-built plan showing the location of all on- site structures. The bond is also in place to insure that the site is constructed Bk 12575 Pg308 #18412 • Special Permit Renewal&new antennas 300 CheshM St.AT&T luno 21,2011 in accordance with the approval plan. This bond shall be in the form of a check made out to the Town of North Andover. This check will then be deposited into an interest bearing bond account. b) The applicant shall provide the necessary certification as required in the above sections 3a. 6) Prior to the start of construction: a) A construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. b) The applicant shall provide a an affidavit signed by a certified structural engineer,stating that the following conditions have been met: 1. Coax lines must be installed, as shown in Figure l of the Structural Analysis Report, dated June 30, 2011, authored by FDH Engineering, Inc.,and referenced in this decision. behind the 2. The proposed TMAs and RRUS should be installed directly existing/proposed panel antennas. 3. New anchor blocks must be installed and the rely the existing guy wires to the new anchor blocks is required the existing and proposed loading. 4. A visual inspection must be performed by the structural engiuecr to determine that above 3 requirements have been met. 7) Prior to FORM U verification(Building Permit issuance): a) The final site plan mylars must be endorsed and three (3) copies of the signed plans must be delivered to the Planning DePartment. b) A certified copy of the recorded decision must be submitted to the Planning Department. 8) Prior to the final release of security: a) A final as-built plata showing final construction and location of the wireless hardware shall be submitted to and reviewed by the Planning Staff. 9) In an effort to reduce noise levels,the applicant shall keep in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 5 Bk 12575 Pg309 #18412 Speuel Pamd Renewal&new m =w 300 ChcMn Sc AT&T June 21.201 I 10)The provisions of this conditional approval shall apply to and be binding upon the applicant,its employees and all successors and assigns in interest or control. 11)The following information shall be deemed part of the decision: a) Application Titled: Application for Special Permit Renewal New Cingular Wireless PCS,LLC CAT&T')e%Susan M- Roberts,Esq. I Anderson&Kreiger One Canal Park Suite 200 Cambridge,MA 02141 Prepared for: New singular wireless PCs,LLC ("AT&T'') b) Documentation Submitted: 1 Letter of Au&orizaion from SBA Properties,dated May 4,2011 I 2 Original Special Permit Decision,date May 8,2006. 3 Court judgment,New Cingular Wireless PCS LLC,Defendants,dated October 4,2006. 4 Special Permit Renewal Decision,dated October 6,2009 5 Section 173 of the Act Relative to Economic Development Reorganization,St.2010,c.240 ess Clerk's Notice in the matter S ,2009 09207ngUlOr 1{}-D, PCS. LLC,et al.,Essex Superior Court Civil Action No concluding that"it is clear that the Economic Development Reorganization Act......extended the permit granted to AT&T in 2006 until at least May 31,2011;' 7 Cleck's Notice in the matter Steven R.Tryder v.New Cingular Wireless PCS.LLC,et al.,Essex Superior Court Civil Action No.2009-092070-D, allowing AT&Ts Motion for Attorneys Fees(concerning claims"wholly insubstantial,frivolous and not advanced in good faith"within the meaning of 0. L.c.731,6F); 8 Building Permit,dated July 24,2007. 9 Bk 12575 Pg310A #18412 • Special Permit Rewwal&new aotemias 300 Q►atmst St AT&T lune 21-2011 7) Table of Compliance with Town of North Andover Wireless Service Facilities Bylaw, Section 8.9;and 8) Acoustic Noise Study for Facility,as modified by addition of antennas as shown in proposed Site Plans. 9) Structural Report for Tower,submitted by FDH Engineering,Inc.,dated June 30,2011. c) RF Coverage Maps d) Certificate of Liability Insurance dated 6/6/2011 8 i 5900 Broken Sound Parkway NW e-Mm-a) Boca Raton,FL 33487-2797 SBA 1-3 LO�� +561.995.7670 MAY � F F+561.995.7626 LETTER OF AUTHORIZATION Date:May 4, lou SBA Site ID: MA01085-A-13/North Andover Property Located at:300 Chestnut Street,North Andover,MA o1845 THE CITY/COUNTY OF: NORTH ANDOVER/ESSEX APPLICATION FOR ZONINGIUSE/BUILDING PERMIT To Whom It May Concern: This letter authorizes AT&T and its authorized agents to file for all necessary zoning,planning and building permits(local,state and federal)for the purposes of installing,operating and maintaining a telecommunications facility at the site/property referenced above on behalf of SBA Properties,Inc. All approval conditions that may be granted to AT&T in connection with this facility relating to this specific application are the sole responsibility of AT&T. Thank you, SBA Properties,Inc. By: Name: Jason Silberstein Its: Sr.VP PropeM Management Date: 0A / 04 / 2011 Sworn and subscribed this f LL day of , 2011 AL R a .....•�•q� �: N PUBLIC S 1 - The Commonwealth of Massachusetts l llllx r€ M Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Site Acquisitions,Inc.d/b/a SAI Communications Address: 22 Keewaydin Drive City/State/Zip: Salem,NH 03079 Phone #: 603.421.0470 Are you an employer?Check the appropriate box: Type of project(required) 1.© 220 4.I am a employer with I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8, ❑Demolition working for me in any capacity. employees and have workers' # 9. ❑Building addition [No workers' comp. insurance comp. insurance. 10.❑Electrical repairs or additions required.] 5. E] We are a corporation and its 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13.©Other Telecommunications Const comp. insurance required.] *Any applicant that checks box#1 must also fill out the sec tion 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 aff idavit indicating such. IContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and jobsite information. Insurance Company Name:_ AIG/Insurance Company of the State of PA Policy#or Self-ins. Lic.#: WC17089158 Expiration Date: 8/1/2012 Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify P#V the pains lties of perjury that the information provided above is true and correct Stdnature: Date: Phone#: Anton J.Miller-President 603.421.0470 Official use only. Do not write in.this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Client#:703814 SITEACQU1 ACORD. CERTIFICATE OF LIABILITY INSURANCED TE(MM011YYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: USI Insurance Svcs of NE,Inc. PHONE 603 625-1100FAX PO Box 6360 F-MAIL EM : (AIC,No): Manchester,NH 03108-6360 ADDRESS: 603 625-1100 CUSTOMER ID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED Site Acquisitions,Inc. INSURER A:Starr Indemnity&Liability Com 38318 dba SAI Communications INSURER B:Everest National Insurance Comp 10120 22 Keewaydin Drive INSURER C:Insurance Company of State of P 19429 Salem,NH 03079 INSURER D:Hanover Insurance Company 22292 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR TYPE OF INSURANCE L SUBIR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MMIDD/YYYY A GENERAL LIABILITY WCSICON30018611 1/01/2011 01/01/2012 EACH OCCURRENCE $1 000 000 DAMAGE TO X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence)e $1,000,000 CLAIMS-MADE I I OCCUR MED EXP(Any one person) $50,000 X PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,00,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO LOC $ D AUTOMOBILE LIABILITY AWV697898701 1/01/2011 01101/2012 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $1,000,000 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNEDAUTOS $ B UMBRELLA LIAB X OCCUR 71C800432111 1/01/2011 01/0112012 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE s5,000,000 DEDUCTIBLE $ RETENTION $ C WORKERS COMPENSATION WC017089158 8/01/2011 08/01/201 WCSTATU- OTH- AND EMPLOYERS'LIABILITYTORY LIMITS ER__ ANY PROPRIETOR/PARTNER/EXECUTIVEY/N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? F_N] N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If Yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) This Certificate covers all operations usual and customary to the insured's business. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN "For information purposes only" ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE m 19884009 ACORD CORPORATION.All rights reserved. ACORD 25(2009/09) 1 of 1 The ACORD name and logo are registered marks of ACORD #S6250033/M6242180 LCACA Multi-band Panel 1 698-894 1710-2170 K ATH R E 1 n Dual Polarization Q Q Antennen - Electronic Half-power Beam Width 1 650 165° Integrated replaceable Remote Control Unit iRCU 1RCU Adjustable Electrical Downtilt 0°-10° 0 ` XXPol Panel iRCU 698-894/1710-2170 650/650 17/18.5dBi 0°-10c°/0°-10°T I LJ LJ lJ p ""°'"`'"'T'" Type No. 800♦1 0766 A) Antenna specifications Frequency range 698-894 1710-2170 698-806 MHz 824-894 MHz 1710-1755 MHz 1850-1990 MHz 2110-2170 MHz Polarization +45°,-45° +45°,-45° +45°,-45° +45°,-45° Gain 14.25 dBd/16.4 dBi 14.65 dBd/16.8 dBi 18 dBi 18.5 dBi Horizontal Pattern: Half-power beam width 681 651 631 62° Front-to-back ratio Copolar: >30 dB Copolar: >30 dB Copolar: >27 dB Copolar: >27 dB Average: 34 dB Average: 34 dB Average: 34 dB Average: 34 dB Cross polar ratio Maindirection 0° Typically:>25 dB Typically:>20 dB Typically:>25 dB Typically:>30 dB Sector t60° >10 dB,Avg. 15 dB >10 dB,Avg.12 dB >8 dB,Avg. 15 dB >10 dB,Avg. 15 dB Tracking,Avg. 1.0 dB 1.5 dB Squint t2.5° t3.0° Vertical Pattern: Half-power beam width 9.5° 1 8.7° 5.8° 1 5.8- Electrical 8°Electrical tilt 0°-10°,continuously adjustable 01-101,continuously adjustable Min.sidelobe suppression for 0'...5°... 101T 0°...5°... 10°T 0°...5"... 10°T 0°...5°... 101 T first sidelobe above main beam: 16...16-16 dB 18...18...16 dB 18...18...18 dB 18...18-18 dB Average: 18...20... 18 dB 20...20...20 dB 20...22...20 dB 20...22...20 d13 Impedance 50 Q VSWR <1.5 Isolation,between ports Intrasystem:>30 dB, Intersystem:>35 dB Intermodulation IM3 <-150 dl3c(2 x 43 dBm carrier) Max.power per input 500 W(at 50°C ambient temperature) 1 300 W(at 50°C ambient temperature) B) iRCU specifications(86010145)* iRCU out iRcu in in out Field replaceable without dismantling the antenna ssa-ssa ssa-asa 1710-2170 1710-2170 Logical interface ex factory" AISG 1.1 -450 +45° as° +a5° Protocols Compliant to AISG 1.1 and 3GPP/AISG 2.0 7-181ong neclJ-16 7-16long neck7-18 Hardware interfacet' 2 x 8pin connector acc.IEC 60130-9; Spin male I I spin female according to AISG: spin female 8pin male -iRCU in(male):Control/Daisy chain in 1710-2170 MHz: +450/-450 Polarization -iRCU out(female):Daisy chain out Power supply 10...30 V �. Power consumption <1 W(stand by) <8.5 W(motor activated) a s^ o Adjustment time(full range) 40 sec. It It Adjustment cycles >50,000 0 Certification CE, FC9) 9 See mounting instructions and warnings. Horizontal Pattern Vertical Pattern a ')The protocol of the logical interface can be switched from AISG 1.1 to 0°-10°electrical downtilt U) 3GPP/AISG 2.0 and vice versa with a vendor specific command. 698-894 MHz: +450/-450 Polarization R Please note:If the Primary of the RET system doesn't support the standard co of the'logical interface ex factory',the iRCU must be switched to the appro- to priate standard of the Primary before installation. Please contact Kathrein forco c6 further information.co 92. rn "The lightning torque for fixing the connector must be 0.5-1.0 Nm('hand- tightened').The connector should be tightened by hand only! ° 'Nested to comply with FCC Standards.This device complies with part 15 of the FCC Rules.Operation is subject to the following two conditions:(1)This device may not cause harmful interference,and(2)this device must accept Horizontal Pattern Vertical Pattern any interference received,including interference that may cause undesired 0°-10°electrical downtilt operation. ., I annimra Pane 1 of 9 Accessories H ATH R E 111 General Information Antennen • Electronic C) Mechanical specifications Input 4 x 7-16 female(long neck) iRCU in:1 x 8pm male iRCU out:1 x Spin female Connector position Bottom 72 Wind load Frontal: 1270 N(at 150 km/h) 3170 N(at 150 mph) Lateral: 470 N(at 150 km/h) 1160 N(at 150 mph) T Rearside: 1320 N(at 150 km/h) 3310 N(at 150 mph) i Max.wind velocity 241 km/h(150 mph) ' I Height/width/depth 2438/300/152 mm(96/11.8/6.0 inches) j Category of mounting hardware H(Heavy) Weight 26.5 kg(58.3 lbs)/28.5 kg(62.7 lbs)(clamps incl.) Packing size 2656 x 320 x 190 mm(99.88 x 12.6 x 7.5 inches) Scope of supply Panel and 2 units of clamps for 42—115 mm diameter v N N N Material: Reflector screen:Aluminum. Radiator:Tin-plated zinc. IRCU housing:Coated aluminum. Fiberglass radome:The grey fiberglass radomes of these antennas are very stable and extraordinarily stiff.They are resistant to ultraviolet radiation and can also be painted to match their surroundings. All screws and nuts:Stainless steel. Grounding: The metal parts of the antenna including the mounting kit and the inner conductors are DC grounded. _ Environmental conditions: Kathrein cellular antennas are designed to operate under the environ- mental conditions as described in ETS 300 019-1-4 class 4.1 E. 300_ The antennas exceed this standard with regard to the following items: —Low temperature:—55°C —High temperature(dry):+60°Cre; - N mLn �Ice protection:Due to the very sturdy antenna construction and theprotection of the radiating system by the radome,the antenna remains { operational even under icy conditions. I 101- v v Environmental tests: Kathrein antennas have passed environmental tests as recommended � 221 in ETS 300 019-2-4.The homogenous design of Kathrein's antenna families use identical modules and materials. Extensive tests have been Bottom view performed on typical samples and modules. iRCU fulfil the standards: All dimensions in mm. EN 60950-1 (Safety), EN 55022(Emission)and EN 55024(Immunity) Dimensions refer to radome. Accessories Type No. Description Remarks Weight approx. Units per antenna kg lbs 738546 1 clamp Mast: 42—115 mm diameter 1.1 2.4 2(included in the scope of supply) 85010002 1 clamp Mast:110—220 mm diameter 2.7 6.0 2(order separately if required) 85010003 1 clamp Mast:210—380 mm diameter 4.8 10.6 2(order separately if required) 85010007 1 downtilt kit Downtilt angle:01—8° 6.5 14.3 1 1 (order separately if required) Wall mounting:No additional mounting kit needed. Please note: As a result of more stringent legal regulations and judgements regarding product liability,we are `o obliged to point out certain risks that may arise when products are used under extraordinary operating d conditions. cc The mechanical design is based on the environmental conditions as stipulated in ETS 300 019-1-4 and thereby respects the static mechanical load imposed on an antenna by wind at maximum velocity.Wind loads are a calculated according to DIN 1055-4. Extraordinary operating conditions,such as heavy icing or exceptional M dynamic stress(e.g.strain caused by oscillating support structures),may result in the breakage of an antenna or even cause it to fall to the ground.These facts must be considered during the site planning process. The installation team must be properly qualified and also be familiar with the relevant national safety regulations. ci Commissioning or electrical operation of the antenna without inserted iRCU's Is not permitted. The details given in our data sheets have to be followed carefully when Installing the antennas and accessories. LITMI J The limits for the coupling torque of RF-connectors,recommended by the connector manufacturers must be obeyed. 1y. Any previous datasheet issues have now become invalid. Valid subject to change. Pana 9 of 9 Rnn1n7RR - ERICSSON RRUS- 1 1 0/€ RBS6000 Co-site & x-connect SFP port with LC Ethernet Maintenance ports: SMA connector port Protected ground M8 stud rl RF feeder 7/16 RET & external alarm ALD connector -48 V DC Power using 2*6 or 2*10 screw plint ©Ericsson Inc 2010 Commercial in confidence Page 2 pA1 2010-05-13 �. t Y ' 1 uF n •t 6y lit, { 1g !_ DC6-48-60- 18-8F DC Surge Suppression Solution The DC6-48-60-18 is a dual chambered, DC surge suppression system for use in multi-circuit, Distributed Antenna Systems. The system will protect up to 6 Remote Radio Heads from voltage { ` F surges and lightning, and connect up to 18 fiber pairs. The system is enclosed in a NEMA 4 rated, waterproof enclosure. f_ FEATURES • Protects up to 6 Remote Radio Heads, each with its own protection circuit. • Flexible design allows for installation at the top of a tower for Remote Radio Head protection. y • Includes fiber connections for up to 18 pairs of fiber. • LED indicators on individual circuits provide visual _ indication of suppressor status. 0 Form 'C' relays allow for remote monitoring of the suppressor status. r0 Patented Strikesorb technology provides over 60 kA of surge current capacity per circuit. • Strikesorb suppression modules are fully recognized to UL 1449-3rd Edition Safety Standard, meeting all intermediate and high current fault requirements to facilitate use in OEM applications. • Raycap recommends that DC protection system be installed within 2 meters or 6 feet of the radio. x • Dome design is lightweight and aerodynamic providing maximum flexibility for installation on top of towers. I (9.Tin� \ 0 246mm 5in1 P1.ore 208.777.1166 ,I!Free 800.890.2569 ax 208.777.4466 www.raycapsurgeprotection.com �A br � t S a " DC6-48-60- 18-8F DC Power Surge Protection Electrical Specifications Model Number DC6-48-60-18-8F Nominal Operating Voltage 48 VDC Nominal Discharge Current(I.) 20 kA 8120 ps Maximum Discharge Current(I,,,,,,)per NEMA LS-1 60 kA 8/20 ps Maximum Continuous Operating Voltage(U.) 75 VDC Voltage Protection Rating 400 V Mechanical Specifications Suppression Connection Method Compression lug,#2414 AWG Copper,#2412 Aluminum Fiber Connection Method LC-LC Single mode duplex Environmental Rating IP 68,7m 72hrs Operating Temperature -40°C to+80°C Storage Temperature -70°C to+80°C Cold Temperature Cycling IEC 61300-2-22e -30°C to+60°C 200 hrs @ 5 psi Resistance to Aggressive Materials CEI IEC 61073-2 including acids and bases UV Protection ISO 4892-2 Method A Xenon-Arc 2160 hrs Weight 20 lbs without Mounting Bracket i STANDARDS � t Strikesorb modules are compliant to the following Surge Protection Device (SPD) Standards: R° �p�,otb30 - ANSI/UL 1449 - 3rd Edition suns s - IEEE C62.41 tx - NEMA LS-1, IEC 61643-1:2005 2nd Edition:2005 - IEC 61643-12 - EN 61643-11:2002 (including A11:2007) -- TUV Certified to ;;N Rheinland Oayc GS-07F-0435V 150 g001:2(K)0 G02-00-068 REV 050610 Raycap, Inc 806 W.Clearwater Loop Post Falls • Idaho • 83854 • USA i'hone 208.777.1166• i oil Fee 800.890.2569•PaX 208.777.4466•www.raycapsurgeprotection.com RBS 6601 Multi-standard main-remote base station is _ 1 U UIJIIU rrrrrii i 19-105 I%I%��III I •!'I%III%I%%i./fI ' •i�r„rriill%%III% • Miiiiii I � . 4=1 _ pd s 4 ll!J The RBS 6601 is a multi-standard main- The RRU is designed to be installed close to an remote solution optimized to deliver high radio antenna, which eliminates feeder loss.The small, performance for a wide range of applications. lightweight units are easily carried to site and The main-remote solution provides the same offer simple and discreet installation where space high-performance network capabilities as macro and access are decisive issues. The main-remote base stations but with lower power consumption RBS 6601 consists of an indoor MU and up to and less site requirements. Together with the twelve outdoor RRU connected to the MU other members of the RBS 6000 family the RBS through optical fiber cables. The MU can be 6601 features full-capability GSM/WCDMA/LTE. installed in any 19-inch rack in a small shelter or Up to twelve Remote Radio Units(RRU) can be equipment room or as shown above in a site connected to a Main Unit(MU)to match any site power system PBC 6200(together with a MINI- requirements. LINK TN 6p). PROJECT INFORMATION SITE TYPE: GUY TOWER SCOPE OF WORK: UNMANNED TELECOMMUNICATION FACILITY MODIFICATIONS SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 LATITUDE: N 42' 40' 8.14" LONGITUDE: W 71' 6' 31.67" t&t JURISDICTION: TOWN OF NORTH ANDOVER, MA Mobility a CURRENT USE: COMMUNICATIONS FACILITY - PROPOSED USE: COMMUNICATIONS FACILITY NAME OF APPLICANT: AT&T MOBILITY 550 COCHITUATE ROAD SITE NAME: NORTH ANDOVER MILL HILLS SUITES 13 & 14 FRAMINGHAM, MA 01701 SITE NUMBER: MA3349 SITE TYPE: GUY TOWER DRAWING INDEX REV VICINITY MAP GENERAL NOTES DIRECTIONS: T-1 TITLE SHEET 0 FROM 550 COCHITUATE RD, FRAMINGHAM, MA: DEPART SR-30 WEST / COCHITUATE RD TOWARD WHITTIER ST. MAKE A U—TURN AT SHOPPERS WORLD 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. DR. TAKE RAMP RIGHT FOR 1-90 EAST / MASS PIKE / MASSACHUSETTS TPKE TOWARD BOSTON / JCT ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. GN-1 GENERAL NOTES 0 1-95. AT EXIT 14, TAKE RAMP RIGHT FOR 1-95 NORTH / SR-128 NORTH TOWARD GLOUCESTER / DUPLICATION AND USE BY THE GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR WALTHAM. AT EXIT 37B, TAKE RAMP RIGHT FOR 1-93 NORTH TOWARD CONCORD NH. AT EXIT 41, TAKE LAWFULLY AUTHORIZED REGULATORY AND DEMONSTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. RAMP RIGHT FOR SR-125 TOWARD ANDOVER / N. ANDOVER. TURN RIGHT ONTO SR-125 / BALLARDVALE A-1 PLANS AND DETAILS 0 ST. TURN RIGHT ONTO SR-114 / SALEM TPKE / TURNPIKE ST. TURN LEFT ONTO HILLSIDE RD. TURN 2• THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY RIGHT ONTO CHESTNUT ST. ARRIVE AT 300 CHESTNUT ST, NORTH ANDOVER, MA 01845 ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT A-2 ANTENNA LAYOUT AND ELEVATION 0 GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE G-1 GROUNDING, ONE-LINE DIAGRAM &DETAILS 0J ,1 Ridgewood � JOB SITE AND SHALL IMMEDIATELY NOTIFY THE AT&T REPRESENTATIVE IN WRITING OF r a°� c Cemetery rn DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. fi° e �Sn Ra N rs 'r _ RockRry Q a z THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS NOT TO BEBaa, W USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS DOCUMENT IS AT THE SOLE RISK OF THE USER. STRUCTURAL NOTE: x r �� kali`+ tour r ��vr z 1. NO STRUCTURAL EVALUATION HAS BEEN CONDUCTED BY ATLANTIS GROUP, INC. STRUCTURAL EVALUATION w` a OF THE EXISTING TOWER TO ACCOMMODATE THE NEW ANTENNAS IS NOT PART OF THIS SCOPE OF AF0 WORK. AS REQUIRED UNDER ANNEX F OF THE TIA/EIA 222F — STANDARD, SAI COMMUNICATIONS SHALL ROS SITE PROVIDE A STRUCTURAL ANALYSIS OF THE TOWER PREPARED BY A LICENSED MASSACHUSETTS t14 STRUCTURAL ENGINEER CERTIFYING THAT, THE EXISTING TOWER AND ANY REQUIRED IMPROVEMENTS AND LOCATION ' '� CALL REINFORCEMENTS HAVE SUFFICIENT CAPACITY TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, �� d� SUPPORTS AND APPURTENANCES AND COMPLIES WITH THE CURRENT MASSACHUSETTS STATE BUILDING ga CODES AND EIA/TIA CRITERIA. THE CONTRACTOR IS RESPONSIBLE TO CONFIRM THAT ANY IMPROVEMENTS AND REINFORCEMENTS REQUIRED BY THE STRUCTURAL ANALYSIS CERTIFICATION ARE PROPERLY INSTALLED a�yr ° CZ�i = m $ xS o� OR OTHERWISE NOTED NNOF ANTENNAS, SUPPORTS AL ISYOU AND APPURTENANCES PROPOSED ON THESE DRAWINGS ?Pd �i yLe 125 Grp BEFORE 0 U D I G A 'ti-ow, �a �S Merrimack College CALL TOLL FREE CID p �o 800—DIG—SAFE �05e1p°ni(Jr �1] OUND SERVICE ALERT DowntrK,�. �, �waY Is a NORTH ANDOVER AT&T MOBILITY aatt oo TILS 0 N V, T ANTIS MILL HILLS FRAMINGHAM, MA 01701 M `&` LL L [71Tp� -_L ° GOVERNMENT SERVICES G R O U P SITE NO. MA3349 0 04/11/11 ISSUED FOR REVIEW GC SIM Mobility U 1 1340 Centre Street, Suite 203 A 03/07/11 ISSUED FOR REVIEW GC SM sM TITLE SHEET 550 COCHITUATE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 300 CHESTNUT STREET SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: 617-965-0789 NORTH ANDOVER, MA 01845 NO. DATE REVISIONS BY CHK APP'D S"E NUMBER DRAWING NUMBER REV FRAMINGHAM, MA 01701 1 SALEM, NH 03079 PHONE:207-591-6427 Fax: 617-213-5056 GALE: AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 T-1 0 r r GROUNDING NOTES GENERAL NOTES 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT 1 FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: THE EXISTING FACILITY'S GROUNDING SYSTEM I COMMUNICATIONS 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH CONTRACTOR - SA AND LIGHTNING PROTECTION SYSTEM (AS SUBCONTRACTOR A GENERAL SUBCONTRACTOR (CONSTRUCTION) AISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM A36 (Fy=36 ksi) UNLESS OTHERWISE DESIGNED AND INSTALLED) FOR STRICT OWNER - AT&T MOBILITY NOTED. PIPES SHALL BE ASTM A53 TYPE E (Fy=36 ksi). ALL STEEL EXPOSED TO WEATHER SHALL BE HOT COMPLIANCE WITH THE NEC (AS ADOPTED BY DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED THE AHJ). THE SITE-SPECIFIC ODE LPI, OR 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE USING A COMPATIBLE ZINC RICH PAINT. GENENFPALIGHTING PROTECTION CODE, AND WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON GENERAL COMPLIANCE WITH T HE SU IA AND THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF 16. CONSTRUCTION SHALL COMPLY WITH UMTS SPECIFICATIONS AND "GENERAL CONSTRUCTION SERVICES TIA GROUNDING STANDARDS. THE SUBCONTRACTOR CONTRACTOR. FOR CONSTRUCTION OF AT&T MOBILITY SITES". SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO PROJECT MANAGEMENT 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. FOR RESOLUTION. REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR LAWS, ORDINANCES, RULES, AND REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING PERFORMANCE OF THE WORK. PROCEEDING WITH CONSTRUCTION. TELECOMMUNICATION, RADIO, LIGHTNING ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY PROTECTION, AND AC POWER GESS) SHALL BE SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 18. THE EXITING CELL IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL BONDED TOGETHER, AT OR BELOW GRADE, BY NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE TWO OR MORE COPPER BONDING CONDUCTORS. 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. COORDINATED WITH CONTRACTOR. IN ACCORDANCE WITH THE NEC. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND FALL-OF-POTENTIAL RESISTANCE TO EARTH APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS_ HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO TESTING (PER IEEE 1100 AND 81) FOR PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF GROUND ELECTRODE SYSTEMS. THE 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR. EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. SUBCONTRACTOR SHALL FURNISH ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 20. APPLICABLE BUILDING CODES: RESULT OF 5 OHMS OR LESS. RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE 4. METAL RACEWAY SHALL NOT BE USED AS B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF THE NEC REQUIRED EQUIPMENT GROUND SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CONTRACTOR. CONTRACT AWARD SHALL GOVERN THE DESIGN. CONDUCTOR. STRANDED COPPER MASSACHUSETTS BUILDING CODE: 780 CMR 6TH EDITION CONDUCTORS WITH GREEN INSULATION, SIZED 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS IN ACCORDANCE WITH THE NEC, CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE LIGHTING CODE: REFER TO ELECTRICAL DRAWINGS SHALL BE FURNISHED AND INSTALLED WITH EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE THE POWER CIRCUITS TO BTS EQUIPMENT. ACTUAL ROUTING WITH PROJECT MANAGEMENT. SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE CONNECTED TO THE MASTER GROUND BAR STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT THE SUBCONTRACTOR'S EXPENSE TO THE REQUIREMENTS FOR STRUCTURAL CONCRETE. WITH GREEN INSULATED SUPPLEMENTAL SATISFACTION OF THE OWNER. EQUIPMENT GROUND WIRES, #2 AWG STRANDED AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), COPPER OR LARGER FOR INDOOR BTS 2 AWG 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES STRANDED COPPER FOR OUTDOOR BTS. AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION; OWNER'S DESIGNATED LOCATION. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, GROUNDING CONNECTIONS BELOW GRADE. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. STRUCTURAL STANDARDS FOR STEEL 7. APPROVED ANTIOXIDANT COATINGS (I.E., 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI 301. ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER CONDUCTIVE GEL OR PASTE) SHALL BE USED TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. ON ALL COMPRESSION AND BOLTED GROUND 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL HAVE 4000 PSI CONNECTIONS. STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC EXOTHERMICALLY BONDED OR BOLTED TO THE REQUIREMENT SHALL GOVERN. BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS_ 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. ABBREVIATIONS 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS AGL ABOVE GROUND LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS CLAMPS. BCW ARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT. OR MORE OF BTS BASE TRANSCEIVER STATION (P) PROPOSED TBR TO BE REMOVED h IN. OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT BONDED (E) EXISTING N.T.S. NOT TO SCALE TBRR TO BE REMOVED TO THE GROUND RING USING AN EXOTHERMIC AND REPLACED WELD CONNECTION USING # 2 SOLID BARE EG EQUIPMENT GR AAA. REF REFERENCE TINNED COPPER GROUND WIRE, PER NEC 250.50 TYP TYPICAL EGR EQUIPME j REQUIRED 4; CO 1.� - QI - NORTH ANDOVER AT&T MOBILITY `---�' at fi Q o TIL 5 O N t, T LANTIS MILL HILLS FRAMINGHAM, MA 01701 M `&` ��Ct9 GOVERNMENT SERVICE[:� S GROUP SITE NO. MA3349 0 oa/tt/it ISSUED FOR REVIEW GC SM M ` Mobility U >t GENERAL NOTES 1340 Centre Street, Suite 9 300 CHESTNUT STREET 703/07/11 ISSUED FOR REVIEW cc sM sM 550 COCHTUATE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: 617-965-0789 NORTH ANDOVER, MA 01845 NO. DATE REVISIONS BY CHK APP'D SITE NUMBER DRAWING NUMBER REv FRAMINGHAM, MA 01701 SALEM, NH 03079 PHONE:207-591-6427 Fax: 617-213-5056 - AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 GN-1 0 N E) CABLE i A�~' ENTRY PORT (E)CHAIN LINK FENCE (E) SHELTER ILL (E)ICE BRIDGE(TYP) x � w J] EXTERIOR (E)MOBILE 1 x z 0 x E TRAILER � — — — — — (E) CA SPORT { m Q L15� �ECTWi A o x �— I•'I (P) F1 ER TRUNK/ SE-C EXISTING`GRAVEL AND DC CABLES 271r ACCESS DRIVE x (E) (E) 1 HVAC HVAC SECTION A-A A�--' AN)D FDCE CABLES E) SHELTER /'i, / I ELEVATION x SHEETER �� (E) 152' HIGH — — — — GUY TOWER i11 % A.2 F -T T- -FT- -7 1 - x / (E)GATE �- -j- �- -j - - �- -}- -� CABLE ENTRY PORT DETAIL g (E) (6) ANTENNAS___�' I SCALE: N.T.S. (TYP. 2 PER SECTOR) j ( SEatoRB (E)CSC CABINET isr x I I I I _I _ (P) RRH (TYP 2 PER SECTOR) / I CABIN TERY AND (1) SURGE ARRESTOR i x I ( I I CABINET ON UNISTRUTS ATTACHED TO THE TOWER FACE I - x ( -(E)METER BANK ON (P) ANTENNAS--- I x BACKBOARD (E)NOKIAGSM _ (E)GALAXI POWER (TYP. 1 PER SECTOR) I I �- -, SYSTEM 2424 CABINET 30 (E)TRANSFORMER (E)NOKIA GSM— �_ CABINET (P)FIBER TRUNK AND r r I 1 I I I DC CABLES ONAT&T j (E)CEILING SUSPENDED -� I 7 — F1 F-7 = 7 -1- —{ x CABLE LADDER ' I I SHELTER I x ROUTED FROM I� _ _ (P)23"RACK TO I F) J RAYCAP DCX-48-60-0-RM x ---------- --� �1 (P)SURGE ARRESTOR OR APPROVED EQUAL x (E)ERICSSON I -I -{ (E) GABLE 3 (E) 3206 UMTS 4' ENTRY PORTRBS 6601 MU OR o EQUIPMENT I _I (_ _I A.1 APPROVED EQUAL Q� ON FRAME x ( I I I I I --(E)TELCO BOARD o x x 4 (P)23"RACK- I- -i (E)TABLE (E)RACK \ \ _i x (E)SUSPENDED CABLE Do v LADDER(TYP) rN-1 r 1 r L-x—x x x x -'.`x�xOx x x x x� _ \--(P)GPS ANTENNA ATTACHED (P)23"RACK 4 TO(E)ICE BRIDGE 8 I -1- —I— L -l- -I ` SUPPORT POST A-2 (E)GPS ANTENNA � L(E)AT&T MAIN DISTRIBUTK}N (P)FIBER TRUNK AND DC CABLES IN ,I 3-FLEX CONDUIT ON(E)ICE BRIDGE ROUTED FROM / E)PANEL DISCONNECT (P)23"RACK TO(P)SURGE ARRESTOR / i 7BS' 235 COMPOUND PLAN , EQUIPMENT SHELTER PLAN 2 CHATSWORTH PRODUCTS 23' SCALE: 1'=10'-0-(11x17) All SCALE: 1/4'=1'-0'(11x17) A_1 RACK OR APPROVED EQUAL 5 0 5 10 15 16 0 16 32 48 R�u c'�F�. 23" RACK DETAIL a� vP NORTH ANDOVER AT&T MOBILITY TIL 5 0 N L. TLANTIS MILL HILLS FRAMINGHAM, MA 01701 O4 GOVERNMENT SERVICES SITE NO.MA3349 Mobility u GROUP o a4/„/„ ISSUED FOR REVIEW Gc SM 1 PLANS AND DETAILS 1340 Centre Street, Suite 203 A 03/07/11 ISSUED FOR REVIEW GC SM SM 550 COCHITUATE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 300 CHESTNUT STREET SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: enter, 5-0789 NORTH ANDOVER, MA 01845 N0. DATE REVISIONS BY CHK APP'D SITE NUMBER DRAWING NUMBER REV FRAMINGHAM, MA 01701 SALEM, NH 03079 PHONE:207-591-6427 Fax: 617-213-5056 CALE: AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 A-1 0 • ` TOP OF(E)WHIP ANTENNAS 12'±(AGL) E) (6)( PER SECTOR) \ NNAS TOP OF TOWER \\� (ETYP� 2 PER SECTOR) I_C� m, SECTOEiA 152'±(AGL) Acr ASO' � ECTOR A N i� ECTOR A 9SECTOR C � i SECTOR C 270' • \ � `�\\\\ `� %'� 270' ON RRH (TYPRUT 2 PER SECTOR) �1�. ON UNISTRUTS ATTACHED TO � _ aL; CENTER OF EXISTI ANTENNAS �/ '�•� THE TOWER FACE 135'±(AGL) P SECfORC / �� oy (TYP. 1 PER SECTOR) _ —{E) GUY TOWER 270° CENTER OF(E)(6)ANTENNAS (P) ANTENNAS {E} GUY TOWER &(P)(3)ANTENNAS _ i I I• 120'±(AGL) CENTER OF(P)SURGE ARRESTOR 11 p±(AGL) j SECTOR B \` (P) (1) SURGE ARRESTOR--/ i SECTOR \ 150• ATTACHED TO TOWER LEG 150' SECTOR B CENTER OF EXISTING ANTENNAS i IS( 5 r 100'±(AGL) — I EXISTING ANTENNA PLAN 2 PROPOSED ANTENNA PLAN a SCALE: N.T.S. A.2 SCALE: N.T.S. A-2 CENTER OF ISTING A EXNTENNAS 65'±(AGL)— — (P) ANTENNA (TYP ANTENNA SUPPORT PIPE (SEE NOTE 1) (E) ANTENNA ---- (P) ANTENNA, (TYP) MODEL # NOTES: (SEE NOTE 1) 1. REFER TO RF CONFIGURATION & - SECTOR SCHEMATICS FOR QUANTITY REQUIRED PER SECTOR. 2. EXISTING CONDITIONS OR FINAL APPROVED RFDS ANTENNA SELECTION MAY REQUIRE A NEW PIPE MOUNT (P) SURGE ARRESTOR -� - j (P) RRH TYP. --�� (SEER OTE ET BLE E) GUY TOWER /i GU 152' HIGH _ GUY TOWER -- (P) JUMPER CABLES (SEE NOTE 1) ATTACHED COAX CABLES � RRH & SURGE ARRESTOR MOUNT DETAIL ANTENNA MOUNT DETAIL ATTACHED TO(E)COAX CABLES FROM 4 (E)SHELTER AT GROUND LEVEL TO SCALE: N.T.S. A_2 SCALE: N.T.S. A-2 SURGE ARRESTOR I 9 (P)GPS ANTENNA ATTACHED TO A•2 (E)ICE BRIDGE SUPPORT POST 7-(P) SUREGE ARRESTOR - ANTENNA (DC6-48-60-18-8F • WITH FIBER PASS THROUGH) ( ) TOWER LEG (E!SHE,'ER - MOUNTING MAST NOTE-1: �.0. - (P) UNISTRUT %"x4"x19"_. (2) PERSIRED,ECTOR _ % ATTACHED PI PLATE / MOUNTING PIPE i I ERICSSON RRUS-11 OR APPROVED EQUAL REFER TO FINAL APPROVED RFDS -- (P) U-BOLT �- 0'-0"AGL L-U-BOLTS R (TYP OF 4) EAST ELEVATION PIPEW0 W KIT GROUNDING KR SCALE: 1—W-W(1107) A_2 FRONT SIDE (P) REMOTE RADIO HEAD—/ ERICS10 0 10 20 30 RRUSSON. SEE NMODELOTE-1 �" GPS MOUNTING DETAIL a SURGE ARRESTOR DETAIL CIS RRH DETAIL ,;�� !SCALE: N.T.S. A"2 SCALE:N.T.S. A-2 SCALE: N.T.S. NORTH ANDOVER AT&T MOBILITY O t] TILSON D N &LANTP MILL HILLS FRAMINGHAM, MA01701 atm E�� J, tom. GOVERNMENT SERVICES GROUP SITE NO.MA3349 0 04/11/11 ISSUED FOR REVIEW GC sM Mobility U Il ELEVATION 550 COCHITUATE ROAD 245 COMMERCIAL STREET 1340 Centre Street, Suite 203 Newton 03/07/11 ISSUED FOR REVIEW cc SM SM Newton Center, MA 02459 300 CHESTNUT STREET SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: 617-965-0789 NORTH ANDOVER, MA 01845 N0. DATE I REVISIONS BY CHK APP" SnE NUMBER DRAWING NUMBER REv FRAMINGHAM, MA 01701 SALEM, NH 03079 PHONE:207-591-6427 Fax: 617-213-5056 GALE: AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 A-2 0 STAINLESS STEEL EACH GROUND CONDUCTOR TERMINATION ON ANY GROUND BAR HARDWARE- - SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. TWO HOLE COPPER (P) ANTENNA-1 (P) ANTENNA-2 (P) ANTENNA-3 ~COMPRESSION TERMINAL SECTION 'P' - SURGE PRODUCERS i CABLE ENTRY PORTS (HATCH PLATES) (#2) GROUND CABLE---_ GENERATOR FRAMEWORK 91F AVAILABLE) (#2) TELCO GROUND BAR COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) - GROUND BAR +24V POWER SUPPLY RETURN BAR (#2) A -48V POWER SUPPLY RETURN BAR (#2) ELEVATION A RECTIFIER FRAMES. 5 I_ —-- -- --— SECTION - SURGE ABSORBERS RET CABLE RET CABLE P) 1/2.0 COAX STAR WASHER (TYP.)- FLAT WASHER (TYP.) INTERIOR GROUND RING RET RET RET RET REF REF JUMPERS (25'_0• (1lE2) MAX LENCTH),TYP , -- 3/8'xi 1/4' HEX BOLT EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) NUT(TYP.)-- --� BUILDING STEEL (IF AVAILABLE) (#2) 7mr NEW LTE 700 NEW LTE AWS NEW LTE 700 NEW LTE AWS NEW LTE 700 NEW LTE AWS NO. REQ. PART No. DESCRIPTION REMOTE RADIO REMOTE REMOTE RADIO REMOTE REMOTE RADIO REMOTE GROUND BAR HEAD RADIO HEAD HEAD RADIO HEAD HEAD RADIO HEAD EXPOSED BARE COPPER TO BE O1 1 HLGB-0420-IS SOLID GND. BAR (20-x4"x1/4-) KEPT TO ABSOLUTE MINIMUM, NO INSULATION ALLOWED WITHIN THE O2 2 WALL MTG. BRKT. GROUND CABLE-- COMPRESSION TERMINAL (TYPICAL) O p) DC POWER SECTION"A-A" 3 2 INSULATORS (P) SURGE Off: O CONNECTIONS NOTE: ® 4 5/8 x1" H.H.C.S. (DC6-48-60-1B-BF (PH�1D ATS (15'-0'MAX. 2 WITH FIBER PASS LENGTH),TYP. 1. "DOUBLING UP' OR "STACKING" OF CONNECTION IS NOT PERMITTED. OS 4 5/B' LOCKWASHER THROUGH) END OF 3' 3 FLEX TUBE 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. TO 7 SURGE TO SURGE 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGEL J-@5 ARRESTOR ARRESTOR NM' 4. ALL GROUND LUGS MUST BE HEAT SHRUNK AT WIREAUG COONECTION � O1 0 � /-G4) (P) FIBER-/ PORTS PORTS (P) SURGE ARRESTOR Y p o D c ° 0 0 CONNECTIONS,TIP. SHALL NOT BE PLACED TYPICAL GROUND BAR ° D 9 ° B 9 ° D (P) 3' FLEX TUBE A MAXIMUM DISTANCE OF c p ° ° ' ° g ° i �� 15' FROM ANYONE MECHANICAL CONNECTION DETAIL ° (P) (z) OC POWER CABLES P REMOTE RADIO HEAD SCuc•NTS REFER TO THE FINAL RFEXTERIOR DATA SHEET FOR FWAL ANTENNA SETTING C04X/ELECTRICAIL (P) FLOOR ENTRY TUBE & MOUNTED 23' ENTRY PORT EQUIPMENT RACK GROUND BAR PLATE (TYP) 3 SCALE:N.T.S. G-1 (P) RACK MOUNTED (P) 12 PAIR FIBER SURGE PROTECTION -TO ANTENNA SYSTEM GROUND LUG (P) RACK MOUNTED (DCB-48-60-RM) ERICSSON RBS WREANG WITHUGREEN 600V - STANDARD GROUND KIT (TYP) 6601 THWN INSULATION FROM -TO TRANSMIT ANTENNA ONE LINE PLUMBING DIAGRAM , ANTENNA�� _,,,,--TO �� ANTENNA GROUND BAR (CIGBE) SCALE: N.T.S. G-1 /�/' R TOP OF TOWER SEE NOTE 1.._-._... TX/RX #6 AWG 2-HOLE LUG -- � --#6 AWG STRANDED CU %y WIRE FURNISHED WEATHERPROOFING COAX CABLE (TYP FOR ALL) ' W/KIT. MARK WITH JUMPER REQUIRED ONLY SKIT (�)' GREEN TAPE (TYP) WHEN 1-1/4'0 AND STANDARD GROUND KR (JE ANTENNA COW( RRH GND SURGE ARRESTOR LARGER GND KR KR GNDKR /---STANDARD ANDREWGROUND KIT (TYP.) TO BTS EQUIPMENT VIA OAX pp ANDREW CONNECTOR---/ TRAY OR ICE BRIDGEGND BAR GND BAR GND BAR GND KR COAX pOH WEATHERPROOFING GND KR KfT ( •) ANTENNA CABLE TO #6 AWG 2-HOLE LUGEQUIPMENT CABLE TRAY (TYP.) RACK GND KRANTENNA GROUND BAR (RBS 6601 BOTTOM OF TOWER SEE UPPER GROUND 000 GND KIT - -COAX GROUND KReeeo BAR AT ANTENNA FROM ANTENNA— #2 AWG SOLID TINNED BUND IRE OR LEyEL GROUNDSBEL� P SSUE� FRAME SUPPORT CIGBE GROUND BAR STRAIJDEDBARE CU WCU WIRE E) BONDING SYSTEM GND KR MOUNTED NEAR/BELOW WITH GREEN, 600VTOWER JUMPER EXTERIOR ANTENNP' THWN INSULATION (TYP)-GRADE GRADE #2 AWG BCW #2 AWG BCW BONDED GROUNDING NOTES TO GROUND WIRE(ALL GROUNDING SHALL BE CIGB/MGBDONE IN ACCORDANCE WITH NOTE: G GROUND WIRE THE AT&T MOBILITY 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND NOTE: GRGROUNDING GUIDE AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE - - EXOTHERMIC (CADWELD) OR 1. NUMBER OF GROUND BAR MAY VARY DEPENDING ON THE TYPE OF TOWER, o MECHANICAL ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. CONNECTION OF GROUND WIRES GROUND BAR IS NOT REQUIRED FOR SITES WITH ONE COAX CABLE ONE LINE GROUNDING DIAGRAM q TO GROUNDING BAR(CIGBE) 5 4 NDING DETAIL 6 SCALE: N.T.S. G-1 SCALE.-N.T.S. P NORTH ANDOVER AT&T MOBILITY a t VC� ❑[(� T I L 5 a 1 V TLANTIS MILL HILLS FRAMINGHAM, MA 01701 Mobility nu nV l GOVERNMENT sERvlEes G R O U P SITE NO. MA3349 TiIA GROUNDING,ONE-LINE DIAGRAM&DETAILS 0 04/11/11 ISSUED FOR REVIEW GC SM 1340 Centre Street, Suite 203 A 03/07/11 ISSUED FOR REVIEW GCsM sM 550 COCHITUATE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 300 CHESTNUT STREET SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: 617-965-0789 NORTH ANDOVER, MA 01845 NO. DATE REVISIONS BY CHK APP'D SITE NUMBER DRAWING NUMBER I REV FRAMINGHAM, MA 01701 SALEM, NH 03079 1 PHONE:207-591-6427 Fax: 617-213-5056 GALE: AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 G-1 0 PROJECT INFORMATION SITE TYPE: GUY TOWER SCOPE OF WORK: UNMANNED TELECOMMUNICATION FACILITY MODIFICATIONS _ SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845t&t LATITUDE: N 42' 40' 8.14" LONGITUDE: W 71' 6' 31.67" -- _ Mobility JURISDICTION: TOWN OF NORTH ANDOVER, MA �_� � /� t CURRENT USE: COMMUNICATIONS FACILITY PROPOSED USE: COMMUNICATIONS FACILITY NAME OF APPLICANT: AT&T MOBILITY 550 COCHITUATE ROAD SITE NAME: NORTH ANDOVER MILL HILLS SUITES 13 & 14 FRAMINGHAM, MA 01701 SITE NUMBER: MA3349 SITE TYPE: GUY TOWER DRAWING INDEX REV VICINITY MAP GENERAL NOTES DIRECTIONS: T-1 TITLE SHEET 0 FROM 550 COCHITUAE RD, FRAMINGHAM, MA: DEPART SR-30 WEST / COCHITUATE RD TOWARD WHITTIER ST. MAKE A U—TURN AT SHOPPERS WORLD 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. DR. TAKE RAMP RIGHT FOR 1-90 EAST / MASS PIKE / MASSACHUSETTS TPKE TOWARD BOSTON / JCT ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. GN-1 GENERAL NOTES 0 1-95. AT EXIT 14, TAKE RAMP RIGHT FOR 1-95 NORTH / SR-128 NORTH TOWARD GLOUCESTER / DUPLICATION AND USE BY THE GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR WALTHAM. AT EXIT 37B, TAKE RAMP RIGHT FOR 1-93 NORTH TOWARD CONCORD NH. AT EXIT 41, TAKE LAWFULLY AUTHORIZED REGULATORY AND DEMONSTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. RAMP RIGHT FOR SR-125 TOWARD ANDOVER / N. ANDOVER. TURN RIGHT ONTO SR-125 / BALLARDVALE A-1 PLANS AND DETAILS 0 ST. TURN RIGHT ONTO SR-114 / SALEM TPKE / TURNPIKE ST. TURN LEFT ONTO HILLSIDE RD. TURN 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY RIGHT ONTO CHESTNUT ST. ARRIVE AT 300 CHESTNUT ST, NORTH ANDOVER, MA 01845 ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT A-2 ANTENNA LAYOUT AND ELEVATION 0 GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE G-1 GROUNDING, ONE-LINE DIAGRAM &DETAILS 0 Ridgewood a JOB SITE AND SHALL IMMEDIATELY NOTIFY THE AT&T REPRESENTATIVE IN WRITING OF r r_ Cemetery a DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 5� 8 o bra Ln y to P m x�^Rd N +s f Rock^a Rg4 6 'C} a o z 4 THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE W CONDITIONS AND IS NOT TO BE 133. USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS DOCUMENT IS AT THE SOLE RISK OF THE USER. STRUCTURAL NOTE: 0 1. NO STRUCTURAL EVALUATION HAS BEEN CONDUCTED BY ATLANTIS GROUP, INC. STRUCTURAL EVALUATION OF THE EXISTING TOWER TO ACCOMMODATE THE NEW ANTENNAS IS NOT PART OF THIS SCOPE OF 'p N WORK. AS REQUIRED UNDER ANNEX F OF THE TIA/EIA 222F — STANDARD. SAI COMMUNICATIONS SHALL SITE PROVIDE A STRUCTURAL ANALYSIS OF THE TOWER PREPARED BY A LICENSED MASSACHUSETTS 114 STRUCTURAL ENGINEER CERTIFYING THAT, THE EXISTING TOWER AND ANY REQUIRED IMPROVEMENTS AND a LOCATION CALL REINFORCEMENTS HAVE SUFFICIENT CAPACITY TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, 9q o d� SUPPORTS AND APPURTENANCES AND COMPLIES WITH THE CURRENT MASSACHUSETTS STATE BUILDING CODES AND EIA/TIACRITERIA. THE CONTRACTOR IS RESPONSIBLE TO CONFIRM THAT ANY IMPROVEMENTS it PRIOR TO THEAND REINFORCE _ADDITION O IAN ENNAS, SUPPORTS RED BY THE RANDAL AAPPURTENANCES PROPOSED ED ON NALYSIS CERTIFICATION ARE THESE 1DRAWINGS 4L*0 NSTALLED c��P? 125 m OR OTHERWISE NOTED IN THE STRUCTURAL ANALYSIS.. 'Pd �Dw 5 I t o� BEFORE 0 U D I G q'�' S Merrimack Collegeo �� Rd CALL TOLL FREE ro 10 �0 800-DIG-SAFE ¢Omont O Ph� IPA OUND SERVICE ALERT� R. C rfi Downi k,c. e <vvi" i4QS NORTH ANDOVER -' AT&T MOBILITY ----�� at fi TIL 5 0 N &ANTIS MILL HILLS FRAMINGHAM, MA 01701 ay/r' 1]� 60VERNMENT SERVICES G R O U P SITE NO.MA3349 0 04/11/11 ISSUED FOR REVIEW cc SM cMAN Mobility U 1 1340 Centre Street, Suite 203 TITLE SHEET 300 CHESTNUT STREET A 03/07/11 ISSUED FOR REV EW cc SM SM 550 TES 1UAE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 NORTH ANDOVER, MA 01845 N0. DATE REVISIONS BY CHK APP'D srrE NUMBER DRAWING NUMBER REO SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: 617-965-0789 FRAMINGHAM, MA 01701 SALEM, NH 03079 PHONE:207-591-6427 Fax: 617-213-5056 GALE AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 T-1 0 GROUNDING NOTES GENERAL NOTES 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: THE EXISTING FACILITY'S GROUNDING SYSTEM CONTRACTOR - SAI COMMUNICATIONS 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AND LIGHTNING PROTECTION SYSTEM (AS AISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM A36 (Fy=36 ksi) UNLESS OTHERWISE SUBCONTRACTOR - GENERAL SUBCONTRACTOR (CONSTRUCTION) DESIGNED AND INSTALLED) FOR STRICT OWNER - AT&T MOBILITY NOTED. PIPES SHALL BE ASTM A53 TYPE E (Fy=36 ksi). ALL STEEL EXPOSED TO WEATHER SHALL BE HOT COMPLIANCE WITH THE NEC (AS ADOPTED BY DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED THE AHJ). THE SITE-SPECIFIC ODE LPI, OR 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE USING A COMPATIBLE ZINC RICH PAINT. GENENFPALIGHTING PROTECTION CODE, AND WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON GENERAL COMPLIANCE WITH T HE SU IA AND THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF 16. CONSTRUCTION SHALL COMPLY WITH UMTS SPECIFICATIONS AND "GENERAL CONSTRUCTION SERVICES TIA GROUNDING STANDARDS. THE SUBCONTRACTOR CONTRACTOR. FOR CONSTRUCTION OF AT&T MOBILITY SITES". SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO PROJECT MANAGEMENT 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK, FOR RESOLUTION. REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR LAWS, ORDINANCES, RULES, AND REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING PERFORMANCE OF THE WORK. PROCEEDING WITH CONSTRUCTION. TELECOMMUNICATION, RADIO, LIGHTNING ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY PROTECTION, AND AC POWER GESS) SHALL BE SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 18. THE EXITING CELL IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL BONDED TOGETHER, AT OR BELOW GRADE, BY NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE TWO OR MORE COPPER BONDING CONDUCTORS. 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. COORDINATED WITH CONTRACTOR. IN ACCORDANCE WITH THE NEC. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND FALL-OF-POTENTIAL RESISTANCE TO EARTH APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO TESTING (PER IEEE 1100 AND 81) FOR PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF GROUND ELECTRODE SYSTEMS. THE 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR. EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. SUBCONTRACTOR SHALL FURNISH ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 20. APPLICABLE BUILDING CODES: RESULT OF 5 OHMS OR LESS. RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE 4. METAL RACEWAY SHALL NOT BE USED AS 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR LOCATION_ THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF THE NEC REQUIRED EQUIPMENT GROUND SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CONTRACTOR. CONTRACT AWARD SHALL GOVERN THE DESIGN. CONDUCTOR. STRANDED COPPER MASSACHUSETTS BUILDING CODE: 780 CMR 6TH EDITION CONDUCTORS WITH GREEN INSULATION, SIZED 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS IN ACCORDANCE WITH THE NEC, CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE LIGHTING CODE: REFER TO ELECTRICAL DRAWINGS SHALL BE FURNISHED AND INSTALLED WITH EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE THE POWER CIRCUITS TO BTS EQUIPMENT. ACTUAL ROUTING WITH PROJECT MANAGEMENT. SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE CONNECTED TO THE MASTER GROUND BAR STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT THE SUBCONTRACTOR'S EXPENSE TO THE REQUIREMENTS FOR STRUCTURAL CONCRETE. WITH GREEN INSULATED SUPPLEMENTAL SATISFACTION OF THE OWNER. EQUIPMENT GROUND WIRES, #2 AWG STRANDED AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), COPPER OR LARGER FOR INDOOR BTS 2 AWG 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES STRANDED COPPER FOR OUTDOOR BTS. AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION; OWNER'S DESIGNATED LOCATION. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, GROUNDING CONNECTIONS BELOW GRADE. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. STRUCTURAL STANDARDS FOR STEEL 7. APPROVED ANTIOXIDANT COATINGS (I.E., 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI 301. ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER CONDUCTIVE GEL OR PASTE) SHALL BE USED TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS_ ON ALL COMPRESSION AND BOLTED GROUND 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL HAVE 4000 PSI CONNECTIONS. STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE B. ICE BRIDGE BONDING CONDUCTORS SHALL BE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC EXOTHERMICALLY BONDED OR BOLTED TO THE REQUIREMENT SHALL GOVERN. BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. ABBREVIATIONS 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS AGL ABOVE GROUND LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS CLAMPS. BCW ARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT. OR MORE OF BTS BASE TRANSCEIVER STATION (P) PROPOSED TBR TO BE REMOVED Xs IN. OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT BONDED (E) EXISTING N.T.S. NOT TO SCALE TBRR TO BE REMOVED TO THE GROUND RING USING AN EXOTHERMIC AND REPLACED WELD CONNECTION USING # 2 SOLID BARE EG EQUIPMENT GR lg►AAA, REF REFERENCE TINNED COPPER GROUND WIRE, PER NEC 250.50 TYP TYPICAL EGR EQUIPME REQUIRED 4 NORTH ANDOVER AT&T MOBILITY t Q� T A' ��/ at&t ,��` nD� _ I � L S � !V &ANTIS MILL HILLS FRAMINGHAM, MA 01701 Mobility u;�anons GOVERNMENT SERVICES G R O U P SITE NO. MA3349 0 04/11/11 ISSUED FOR REVIEW cc sm M s GENERAL NOTES 1340 Centre Street, Suite 203 A 03/07/11 ISSUED FOR REVIEW GC SM SM 550 COCHITUATE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 300 CHESTNUT STREET SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: 617-965-0789 NORTH ANDOVER, MA 01845 NO. DATE REVISIONS BY CHK APP'D SITE NUMBER DRAWING NUW3ER I REV FRAMINGHAM, MA 01701 1 SALEM, NH 03079 PHONE:207-591-6427 Fax: 617-213-5056 GALE: AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 GN-1 0 N E) CABLE (E)CHAIN LINK FENCE SHELTER A-� ENTRY PORT O l E —� (E)ICE BRIDGE(TYP) 2 x EXTERIOR (E)MOBILE x EQUIPMENTCABLE O TRAILER + ENTRY PORT SECTORA 'I , .w.. 30° ANDD CECABLESK� ` SECTORC Q EXISTING GRAVEL 271r ACCESS DRIVE x (E) (E) SECTION A-A A�- (P) FIBER TRUNK E) SHELTER t HVAC HVAC ELEVATION AND DC CABLES + xSHELTER (E) 152' HIGH 1 — GUY TOWER x r i x (E)GATE — �— -� CABLE ENTRY PORT DETAIL 3 (E) (s) ANTENNAS �- ) I sEcroRe (E)CSC CABINET � � SCALE: N.T.S. (TYP. 2 PER SECTOR) I . (E)BATTERY (P) RRH (TYP 2 PER SECTOR)- I x CABINET AND (1) SURGE ARRESTOR ON UNISTRUTS ATTACHED TO THE TOWER FACE x I --- (E)METER BANK ON r r (P) ANTENNAS - - J I x BACKBOARD (E)NOKIA GSM -(E)GALAXI POWER (TYP. 1 PER SECTOR) I I- -� �- CABINET SYSTEM 2424 ( j (E)TRANSFORMER x I 1 x t (E)NOKIA GSM - - - \ CABINET x \ ❑ r -i r -� r -I o x (P)FIBERAND DCCAUBLES ONI- NK AT&T SHELTER (E)CEILING SUSPENDED 1 F- —{ l CABLE LADDER T I x -r ----------- T -- x ROUTED F OM (P)2I ~ J — -{� — x r-------- --�' 1` I RAYCAP DCX-48-60-0-RM (P)SURGE ARRESTOR OR APPROVED QUAL x (E)ERICSSON 1- r (E) CABLE 3 (E) 3206 UMTS 4' ENTRY PORT A-1 RBS 6601 MU OR EQUIPMENT APPROVED EQUAL n QD x \ ON FRAME 1 x I I I I I I (E)TELCO BOARD 1 r x 1 x 4 (P)23"RACK (E)TABLE 00 A-1 0 x (E)RACK ~ x (E)SUSPENDED CABLE co LADDER(TYP) r I r I LX—X x x x x x-\�—x x x x x� (P)GPS ANTENNA ATTACHED (P)23"RACK 4 \ \ TO(E)ICE BRIDGE — A-1 SUPPORT POST A-2 �..— (E)GPS ANTENNA L{E}AT&T MAIN DISTRIBUTION -------(P)FIBER TRUNK AND DC CABLES IN 3"FLEX CONDUIT ON(E)ICE BRIDGE ROUTED FROM / ---{E)PANEL DISCONNECT (P)23"RACK TO(P)SURGE ARRESTOR / \ BS, 235 COMPOUND PLAN , EQUIPMENT SHELTER PLANK-2- CCHH TTSWORTH PRODUCTS 23' SCALE: 1^=10'-0"(11x17) SCALE: 1/48=I'-0"(11x17) A_� RACK OR APPROVED EQUAL 5 0 5 10 15 16 0 16 32 48 �o a c;: 23" RACK DETAIL 4 SCALE: N.T.S. ap NORTH ANDOVER AT&T MOBILITY at�( Elm TIL 5 0 N . TLANTIS MILL HILLS FRAMINGHAM, MA 01701 --� a `&t Elm F1,-L-, GOVERNMENT SERVICES G R O U P SITE NO. MA3349 Oa 1 _ ' 0 / 1/11 ISSUED FOR REVIEW GC SM M Mobility u 1 1340 Centre Street, Suite 203 PLANS AND DETAILS 550 COCHITUATE ROAD 245 COMMERCIAL STREET 300 CHESTNUT STREET A 03/07/11 ISSUED FOR REVIEW cc sM sM Newton Center, MA 02459 NORTH ANDOVER, MA 01845 N0. DATE REVISIONS BY CHK APP'D SITE NUMBER DRAWING NUMBER O SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: 617-965-0789 FRAMINGHAM, MA 01701 SALEM, NH 03079 PHONE:207-591-6427 Fax: 617-213-5056 CALE: AS SHOWN DESIGNED BY: SM DRAWN HY: GC MA3349 A-1 0 TOP OF(E)WHIP ANTENNAS 162'±(AGC) (TYP. 2 PER SECTOR )\ TOP OF TOWER (ETYP. 2 PERE SECTOR)\ NNAS SECTOR A / 30° 152'±(AGL) r N _ SECTOR A r •� SECTOR A SECTOR C 30' E '/� / 30' J}� i I SECTOR C 270' �/ 270' % rr (P) RRH (TYP 2 PER SECTOR) /r ON UNISTRUTS ATTACHED TO CENTER OF EXISTI ANTENNAS THE TOWER FACE _ 135'±(AGL) e.q ,�___' y SECTOR {E) GUY TOWER7 ^ -. .. --(E) GUY TOWER CENTER OF(E)(6)ANTENNAS (P) � /� &(P)(3) ANTENNAS ''� (TYP. 1 PER SECTOR)_ -1 120'±(AGL) CENTER OF(P)SURGE ARRESTOR/- 11 T±(AGL) SECTOR (P) (1) SURGE ARRESTOR- / O SECTOR 8 150' ATTACHED TO TOWER LEG R 150' CENTER OF EXISTING ANTENNAS tso° 100'±(AGL) I EXISTING ANTENNA PLAN 2 PROPOSED ANTENNA PLAN 3 SCALE: N.TS. A.2 SCALE: N.T.S. A-2 CENTER OF EXISTING ANTENNAS 85'±(AGL) r -- (P) ANTENNA l ( ) ANTENNA SUPPORT-- P IPE (SEE NOTE 1) (E) ANTENNA (P) ANTENNA, (,�) MODEL #NOTES: (SEE NOTE 1) 1. REFER TO RF CONFIGURSECTOR SCHEMATICS FOR REQUIRED PER SECTOR. 2. EXISTING CONDITIONS OAPPROVED RFDS ANTENNA SELECTION MAY REQUIRE A / PIPE MOUNT (P) SURGE ARRESTOR / J/ (P) RET CABLE (P)RRH TYP.----��-- (SEE NOTE 1) (E) 152' HIGH (E) GUY TOWER GUY TOWER (P) JUMPER CABLES (SEE NOTE 1) ATTACHED TO E)COAX CABLES RRH & SURGE ARRESTOR MOUNT DETAIL ANTENNA MOUNT DETAIL ATTACHED TO(E)COAX CABLES FROM 4 (E)SHELTER AT GROUND LEVEL TO SCALE: N.T.S. A.2 SCALE: N.T.S. A.2 SURGE ARRESTOR 9 (P)GPS ANTENNA ATTACHED TO ANTENNA A•2 (E)ICE BRIDGE SUPPORT POST f-(P) SUREGE ARRESTOR / (DC6-48-60-18-8F WITH FIBER PASS THROUGH) /-( ) TOWER LEG {E)SHELTER \1 G M MO/4 NB S�40 NOTE-1: 'C �.0. (P) UNISTRUT •X PLATE / (6) REQUIRED, _\ / ATTACHED TO I (2) PER SECTOR MOUNTING PIPE .+ __ - ERICSSON RRUS-11 I II OR APPROVED EQUAL __ �- 1'-0' a �I i REFER TO FINAL P U-BOLT APPROVED RFDS O \--U-BOLTS-1 0'-0"AGL i ( (TYP OF 4) ( ) MOUNTING GROUNDING_I f PIPE KIT EAST ELEVATION , f SCALE: 1"=20'40'(11.17) A.2 FRONT SIDE (P) REMOTE RADIO HEAD 10 0 10 20 30 SURGE ARRESTOR DETAIL 6 RRUSSON, SEEENOTE-1 RRH DETAIL 7 �p GPS MOUNTING DETAIL s ��W' SCALE: N.T.S. A'2 SCALE: N.T.S- A-2 SCALE: N.T.S. A'2 vv NORTH ANDOVER AT&T MOBILITY + ©^p MILL HILLS FRAMINGHAM, MA 01701 at&t � �4 LI 1 TILS 0 N MANTIS Mobility U 1 GOVERNMENT SERVICES G R O U P SITE NO. MA3349 D 04/11/11 ISSUED FOR REVIEW GC SM M ELEVATION 550 COCHITUATE ROAD 245 COMMERCIAL STREET Ne 13Centre Street, Suite 203 A 03/07/11 ISSUED FOR REVIEW cc SM SM Newton Center, MA 02459 300 CHESTNUT STREET SUITES 13 & 14 22 KEEWAYDIN DRIVE PORTLAND, ME 04101 Office: 617-965-0789 NORTH ANDOVER, MA 01845 NO. DATE REVISIONS BY CHK APP'D SRE NUMBER DRAWING NUMBER REv FRAMINGHAM, MA 01701 SALEM, NH 03079 PHONE:207-591-6427 Fax: 617-213-5056 CALE: AS SHOWN DESIGNED BY: SM DRAWN BY: GC MA3349 A-2 0 STAINLESS STEEL 4— SHALL HAVE N TAG ATTACHED AT HARDWARE `. THAT WILL IOENTIEV ITS ORIGIN AND DESTINATION. TWO HOE COPPER EACH END \, P ANTENNA-1 (P)ANREH -2 (P)NNIENN4-3 COMPRESSION TERMINAL SECTION'P'-SURGE PRODUCERS NA � GROUND CABLE CABLE ENTRY PORTS(HATCH PLATES)(/2) GENERATOR FRAMEWORK 91F AVAILABLE)(()2) TELCO GROUND BAR COMMERCIAL POWER COMMON NELITRAL/GROUND BOND(02) --GROUND BAR +24V (02 -48V POWER SUPPLY RETURN BOROWER SUPPLY RETURN BAR()!2) ELEVATIONA RECTIFIER FRAMES. OIEI� ET CABLE RET CABLE P)1/2"0 COAX STAR WASHER(TYP.)- FLAT WASHER(TYR) INTERIOR GROUND RING(12) RET RET RET RET JUMPERS(25'-0' 3/6'x1 1/4'HE%BOLT EXTERNAL EARTHGROUND FIELD(BURIED GROUND RING)(/2) MAX�'H).�• JMETALLIC COLD WATER PIPE(IF AVAILABLE)(f)2) BUILDING STEEL(IF AVAILABLE)((E2) NVT(TVP.)--.�S NEW LTE 700 NEW LTE AWS NEW LTE 700 NEW LTE AWS REMOTE RADIO REMOTE REMOTE RADIO REMOTE - GROUND BAR NO. REG.PART No. DESCRIPTION D HEAD RADIO HEAD HEAD RADIO HEAD --EXPOSED BARE COPPER TO BE o1 1 HLGB-0420-IS SOLID GND.BAR(2O'x4-xi/41 -17KEPT TO ABSOLUTE MINIMUM,NO GROUND CABLE-� INSULATION ALLOWED WITHIN THE O 2 WALL MI BRKT. COMPRESSION TERMINAL(TYPICAL) O 2 INSULATORS P)DC POWER SECTION"MA" (P)SURGE M CONNECTIONS NOTE: ® 4 B/6'-11"x1"H.H.C.S. (DC6-46-BO-IB-BF\RlP)WEATHER (15•-0'MAX. O- 6 1 B6 PP OU EHEAD A ND Of 3' 'W')' 1."DOUBLING UP'OR'STACKING'OF CONNECTION IS NOT PERMITTED. 0 4 6/6'LOCKWASHEft r 3 FLEX TUBE 2.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS 0 7 O TO SURGE TO SURGE 3.CADWTID DOWNLEADS FROM UPPER EDB,LOWER EGB,AND MOB. 6 R E� FWAMMUM 4.ALL GROUND LUGS MUST BE HEAT SHRUNK AT W1RE/LUC COONECTION 0 (D o°O i P PORTS PORTS E ARRESTOR CONNECTIONS,TYP. _ P)3-FLEX TUBE SHALL T a Df LACED TYPICAL GROUND BARoILo °�� eooT TE�RADNE HEAD MECHANICAL CONNECTION DETAIL P)(2)DC POWER CABLES SCALL-N.T.S. G-T DEFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA SETTING (P)FLOOR ENTRY TUBE& MOUNTED 20GROUND BAR PLATE(TYP) n lam PORT EQUIPMENT PACK scu[:x.rs G-T (P)RACK MOUNTED (P)12 PAIR FIBER SURGE PROTECTION PROTECTION (P)RACK Ig11N1ED7 GROUND LUG - TO ANTENNA (DCS-4B-60-RM) i2 AWG CU STRANDED ERICSSON R� j---STANDARD GROUND KIT(TVP) 8801 WIRE WITH GREEN,BOOV FROM THIN INSULATION ANTENNA —'TO TRANSMIT ANTENNA ONE LINE PLUMBING DIAGRAMT a- ANTENNA GROUND BAR(CGBE) SCALE:NT.B. G•� TOP OF TOWER SEE NOTE 1.-- TX,R% #6 AWG 2-HOLE LUG #6 AWG STRANDED CU WIRE INEATHERPROOFING COAX CABLE(1) FOR ALL) / W/KIT..MARKHWI H JUMPER REQUIRED ONLY KIT(TYP)' GREEN TAPE(TYP) WHEN 1-1/4'0 AND STANDARD GROUND KTII.—` ANTENNA OOAX RRH GND BURGS ARRESTOR LARGEROND KR KR CND IOr STANDARD ANDREWpAX Pp ANDREW CONNECTOR-� JI��Q'" GROUND KIT(1YP.) TO BIS EQUIPMENT VI6ND NR WEATHERPROOFINGTRAY OR ICE BRIDGECND flAR CND BAR GND BARO)AfI POlif KIT(IVP.) I I � ANTENNA CABLE TOCABLE TRAY(1YPJ �6 AWG 2-HOLE LUCBOTENN4 GROUND BARRBS 6601BOTTOM OF TOWER SEUPPER GROUND 000 CND KR —COAX GROUND KIT Y°O BAR AT ANTENNA FROM ANTENNA_ 12 AWG SOLID TINNED GROUND ° M GROUND SHELTER P SUS FRAME SUPPORT -- CIGBE GROUND BAR STRANBARE DED CUE WIRE OR OAR AT E)BONDING SYSTEM GND KR MOUNTED NEAR/BELOW WITH CREEN,600V IOWFA JUMPER EXTERIOR �hHH'A THWN INSULATION(TYPGRADE GRADE ;2 AWG BCW_ 12 AWG BCW BONDED GROUNDING NOTES TO GROUND WIRE (ALL GROUNDING SHALL BE CIGB/MGB DONE IN ACCORDANCE WITH NOTE:THE AT&TN09LTEY1. DO NOT INSTALL CABLE GROUND KIT AT A BEND NOS. G GROUND GROUNDING GLIDE AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE EXOTHERMIC(CADWELD)OR 1.NUMBER OF GROUND BAR MAY VARY DEPENDING ON THE TYPE OF TOWER, °MECHANICAL ANTENNA LOCATION AND CONNECTION ORIENTATION.PROVIDE AS REQUIRED. CONNECTION OF GROUND WIRES GROUND BAR IS NOT REQUIRED FOR SITES WITH ONE COAX CABLE A ONE LINE GROUNDING DIAGRAM q TO GROUNDING BAR(CIGBE) 6 `,4g • NDING DETAIL 6 SCALE:N.TS. G-T 9QALEN.TS G-1 �Q •\"t7 G-1 Pp- T NORTH ANDOVER V AT&T MOBILITY at&t C7c� I L s o NI\T LANTIS MILL HILLS FRAMINGHAM,MA 01701 Mobildy u 60VERNMENT SERVICES G R 0 U P SITE N0.MA3349 0 oa/11/n scum FOR RENEW cc SM �IAR4• GROUNDING,ONE-LINE DIAGRAM III DETAILS 1340 Centre Street, Suite 203 300 CHESTNUT STREET " 03/m/n IMUED FDR REVIEW cc SM SM 550 COCHITUATE ROAD 245 COMMERCIAL STREET Newton Center, MA 02459 SUITES 13& 14 22 KEEWAYDIN DRIVE PORTLAND, ME D4101 Office: 617-965-0789 NORTH ANDOVER, MA 01845 NO. DATE REVISIONS BY CHK APP'D FIE NYN®I DRAMNG NUNKFR REV FRAMINGHAM, MA 01701 SALEM,NH 03D79 PHONE:207-591-6427 FDX: 617-213-5056 as sllowN DESIGNED BY:sM DIuwN BY:Gc MA3349 G-7 0