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Building Permit #600-14 - 300 CHESTNUT STREET 2/20/2014
o � « !' %40RTF/ 9 O ,�t.tn •jrO BUILDING PERMIT 6•,rte 4'<: _ o� TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINAT ON Permit NO:to��— Date Received 10 Date Issued: �9SSACN6S����� IMPORTANT: Applicant must complete all items on this page LOCATION 300 Chestnut Street,North Andover,MA 01845 PROPERTY OWNER SBA Properties,LLC Print 1 Print MAP NO:rA PARCEL ZONING DISTRICT: Historic District yes +' no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial 13 Alteration No. of units: [9 Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain 9 Wetlands a Watershed District F Water/Sewer Add 50kw backup generator(diesel)to existing cell site Identification Please Type or Print Clearly) OWNER: Name: SBA Properties LLC c/o Rick Woods Phone: 508-614-0389 Address: 33 Boston Post Road West,Suite 320,Marlborough MA 01752 CONTRACTOR Name: Jeffrey Steinberg Phone: SBA Network Services LLC 508.251.0720002 Address: 33 Boston Post Road West,Suite 320,Marlborough,MA 01752 Supervisor's Construction License: Exp. Date: CS-076934 3.28.14 Home Improvement License: Exp. Date: ARCHITECT/ENGINEER HDG Phone: 978.557.5553 Address: 1600 Osgood Street,#20N,N.Andover MA 01845 Reg. No. 40720 FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 25,000 FEE: $ Check No.: <:2,6-7 q iReceipt No.: Z-130V NOTE: Persons contracting with unregistered contractors do not have access t th guaranty fund Signature of Agent/Owner gnature of contractor � J TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: IMPORTANT:Applicant must complete all items on this page „. LOCATION Print PROPERTY OWNER Print 1 o Year Old Structure yes no HistoricDistrict yes no MAP NO: PARCEL: ZONING DISTRICT: Machine Shop Village yes no .TYPE OF IMPROVEMENT. PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family El Addition El Two or more family El Industrial El Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: CONTRACTOR Name: Phone: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ ---- Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner Signature of contractor Plans Submitted ❑ Plans Waived ❑ Celiifield Plot Plan ❑ Stamped Plans El Location No. ���' Date . - TOWN OF NORTH ANDOVER f Certificate of Occupancy $ Building/Frame Permit Fee $ ~' Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# Z. C)1`T Building Inspector Plans Submitted TI -_Plans Waived-❑ .Certified Plot Plan ❑ Stamped Plans El .'TYPE.OF;S]JWERAGED3SPDSAL Public Sewer ❑ Tanning/Massage/Body Art Swimming Pools ❑ 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 b a vrl-1C� d e 1&A (�/ Cly m/ 13f,2 1z I � 4 CONSERVATION Reviewed on o`Z f Si nature COMMENTS_ /JC) ��,,,� �` �v� (�n0` , 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 TowAo Engineer: Signature: Located 384 Osgood Street FIRE DEPARTME - Temp Dump'ster on site yes no Located'at 124 Mair Street -Fire Departinent signatute/date COMMENTS ' Dirnensian Number of Stories: Total square feet of floor area, based on Exterior dimensions._ ,Total land area, sq. ft.: 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 LI Notified for pickup - Date i Doc.Building Permit Revised 2010 Building Department The fol swing is a=list of the required.forms to be filled out for the appropriatepermit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑`' B.tailding Permit Application o Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S:L: Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Li 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 cans if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apw-al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.tted with the building application Doc: Doc.Builfiing Permit Revised 2012 NORTH Town of N ndover 0 1q A- Zore 20 261q �h , ver, Mass, COCMIC"KWICK y1' A0RATE O S U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System ZAA #A THIS CERTIFIES THAT ewili�!'�... .. BUILDING INSPECTOR . .. .. .... .... . has permission to erect � ... 1� ¢ Foundation p .......................... buildings on .. .. .... ..... ..... . ....... QW.l��. � Rough tobe occupied as ........:..........:.......... ........... ................ .. ... .. . . ............. ... .... ... . .. Chimney provided that the person accepting this permit shall in every es t conform to the terms of the applicn Final on file in 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. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service ...... . .........."'............................................. Final BUILDING INSPECTOR GASINSPECTOR Occupancy Permit Required to Occupy Building 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. Smoke Det. SEE REVERSE SIDE Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost 25,000.00 m $ - $ 300.00 -Plumbing Fee $ 37.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 37.50 Total fees collected $ 475.00 300 Chestnut Street 600-14 on 2/20/2014 Backup Generator for existing cell site SBA 2.4.14 Mr.Gerald Brown Inspector of Buildings 1600 Osgood Street North Andover, MA 01845 978-688-9545 RE: AT&T Backup Generator @ 300 Chestnut St,No.Andover, MA AT&T Site#: 10063415 Dear Mr. Brown, Enclosed, please find a building permit application for the above-referenced existing telecommunications site. Also enclosed is a check in the amount of$300 to cover fees for same. If you have any questions,or if you need any further documents or information, please contact me by email or at the number listed below. Thank you, Kri Pelletier Property Specialist 1 SBA COMMUNICATIONS CORPORATION 33 Boston Post Road West Suite 320 Marlborough MA 01752 508.251.0720 x302+T 508.251.1755+F 203.446.7700+C kpelletier(cDsbasite.com GENERATOR APPLICATION DATE: ZI Ig1 I� LOCATION: Q"" OWNERS NAME: /4" GENERATOR kw NO INSTALLATION OR GROUND DISTURBANCE BEFORE APPROVALS* CONTRACTOR: PHONE NUMBER: 0 12-0 X 3°Z- ELECTRICAL OGAS RESIDENTIAL COMMERCIAL TEMPORARY LOCATION OF GENERATOR: *ZONING DISTRICT: t`3 *PLANNING APPROVAL (IF IN WATERSHED)Tuk *CONSERVATION APPROVAL North Andover MIMAP February 18, 2014 060.0-0100 098.0-0074#33 097.0-0092 / 6 098.A-00,7 098.A-005 098.A-0073 #32 098.0-0075 #25 098 A-0054 #1.5 098:A- %6 #135 098.0-0055' l 098.A-0 075#140 4 098.A=0055 098.0-0071 - #10� #294 098.C-0076 #-15 098.A-0.062 #304 098.A-0/4 ##103/ /#81 098.0-0073#10 _ #13 098A,:0068 Water'Protecti 098.A=0061 #303 #311 098.0-0070 #5 098A-100.66 l;„ #82 098:C-0049 #326 098.0-0077 if #122 aLabe �#92 #112 #323 098.0-0106 98.A 0067, i 098A,50042 098.0-0009 098.C-0051 .1., #336 #335 098.A-0030#10 #300 098.0-0062 #191 =-... 098.0-0069 �098A-0110 #345 098.A-0093 -.:,-..'. .. ',X 098.0-0063 098.0-0109 #19 098:0-0.010 _` M. #352 098'..a-0092 ::•• •`i I. #355 #300 #30 098.A-0094 -0064 #29 R3 _ 098.0-0001 -: #364 098.0-0038 098.A-0091 098:A-0095#176 ..._.098.C-001'1;x:. _:::": #365 :.;:098.0-0065 098.0-0104 #99 - 098.A-0090#39 #44 #374 098.A-0102 098.0-0054 #29 098.A-0089 #54 098.0-0103 #2 #386 098.0-0058 #49 098A-0098- #18 98.0-0079 #39 098.C-0102 098.0-0086 098.A-0088 #62 #38 098.0-0067 #59 098.A-0099 098.0-0087 #396 098.0-0002 #49 098.0-0080 098. r-0088#50 #395 #406 #67 #78 098.0-0066 ' 98.A-0101 #59 098.0-0089 098.0-0081 .09&A-00 7 #62 #405 - #416 098.0-0110 �098 #79 #67 098.0-0090 098.0-0082 #74 #415 U #87 #440 098.C-003 098.A-0085 098.A-0084 098.A-0142 #95 #79 098.0-0091 098.0-0083 098.0-0114 098:C=(10'.7 #- #425 #450 098.A-01Z9 -Rail Line Wetlands Zoning Interstates Exempt Lands Busine s 1 Distric Bust _I ine s 2 District Horizontal Datum:MA Staleplane Coordinate System,Datum NAD83, IS,, O Busine s 3 District Meters Data Sources:The data for this map was produced by Merrimack IC Busine s 4 District HOR7M Valley Planning Commission(MVPC)using data provided by the Town of Roads ■Genera Business DistrictOf tae �M North Andover.Additional data provided by the Executive Office of Ci r Easements O Planne Commercial Dev =, `4 r���00 Environmental Affairs/MassGIS.The information depicted on this map is Corrido Development Dist 3 L for planning purposes only.It may not be adequate for legal boundary 0 MVPC Boundary .^.Corrido Development Dist Oto definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER 0 Municipal Boundary Cl Corrido Development Dist F --•dilli 9 MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING Industri I 1 District THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY Zoning Overlay 1{ IndusM 12 District B Adult Entertainment t7 Industri 13 District � OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT 0 Downtown Overlay District O Industri I S District * °1 * « ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF ®Historic District Reside ce 1 District 71 +0����0.�t.(�J THIS INFORMATION ®Water Protection Reside ce 2 District SSACHUst ❑Parcels ::R-ide ce 3 District '-Hydrographic Featuresde ce 4 District Streams 1"=230 ft r Tde ce 5 Dis(dct de ce 6 District a a eaidential District North Andover MIMAP February 18,2014 #33 097.0-0092 #36 098 A 00,7 098 A-005 060.0-0100 098.0-0074 098-A-0073 #32 098.0-0075 #25 098 A-0054 #1'5 0 8A- %63 #1.35 ' Y 098.A=0055 098.0-0055 098.0-0071 098.A-0075#140 #10� #294 098.0-0076 #15, 098.A-0.062 #304 / 098.A-0�4 #103 #81 098.0-0073#10 �-�-� ��� 098 A 0068 Wg ter'Prote. ion 098:A=0061 #303 098.0-0070 #5 98A'00.66 #82 #31:1 098:C-0049 #326 098.0-0077 <s' #122 #11.2aL•a�� /#92 #323 098.0-0106 98 A 0 67� 098rA=0042 098.0-0009 098.C-0051 #336 #335 #300 #9 098-A-0030#10 098.0-0062 •=- �- ' 098.0-0069 098.A-0110 #191 #345 098.A-0093 098.0-0063 098.0-0109 #19 098-'!P- #010 #352 i 098 A-0092 -•- I;-_. #355 #300 #30 098.A-0094 _.sal• :::.: I.0 `=;098:0-0064 #29 _ 098.0-0001 098.C-0011'-" =--- #364 098.0-0038 098-A-0091 098:A-0095#176 #365 - 098.0-0104 #19 - 098 A-0090#39 #374 098.A-0#44 102 #29 098.0-0054 098.A-0089 #54 098.0-0103 #2 I #49 #18"' 98.0-0079 #386 098-C-0068 098 A-0098 ;3�90918c-('0102 098.0-0086 098-A-0088 #62 #38 098.C-0067 #59 098.A-0099 098:C0087 #396 098.0-0002 #49 098.0-0080 098.C.-0088#50 #395 #406 #67 #78 098.0-0066 98_A-0101 #59 098.0-0089 098.0=0081 098-A-00 7 #62 #405 #416 098.0-0110 98 A-0086#79 #67 098.0-0090 098.0-0082 #74 #415 #87 #440 098.0-00 3 098.A-0084 098.A-0142 098.A-0085 #95 #79 098.0-0091 098.0-0083 098.0-0114 098.0:0097 1 #84 #425 #450 098-A-0129 -Rail Line ';u Wetlands Zoning Interstates Exempt Lands Busine s 1 Di:tt _I C:Busine s 2 Di s icl Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83, SR O Busine s 3 Distdcl Meters Data Sources:The data for this map was produced by Merrimack O Busine 5 4 District N011i Valley Planning Commission(MVPC)using data provided by the Town of Roads aO Planne Commercial--v Gene Business District Of `•e r '� North Andover.Additional data provided by the Executive Office of 4� C r Easements .r �• �•�� Environmental Affairs/MassGIS.The information depicted on this map is [3 MVPC Boundary Comido Development Disl 3' L for planning purposes only.It may not be adequate for legal boundary CS Corrido Development Disl Q . P definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER C3 Municipal Boundary O Corrido Development Dist #- ._.� 'A MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING Industd I t District Zoning Overlay # �{ THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY Industd 12 Distdcl 0 Adult Entertainment C.7 Industri 13 Distdcl � � � * OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT Q Downtown Overlay District O Industd I S District * off+ - •r • ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF Historic District p•-K -`� THIS INFORMATION Water Protection Reside cel District !� •rxv Reside ce 2 District ❑Parcels R-,dei ce 3 District sSACH Hydrographic Features ll de ce 4 District Streams 1"=230 ft +.�.de ca 5 District de ce 8 District �a a esidential District I � AT&T Mobility at&t 550 Cochituate Road 4� V� Suite 13&14 -0 Framingham,MA01701 2/4/14 Mr. Gerald Brown Inspector of Buildings Town of North Andover 1600 Osgood Street North Andover, MA 01845 RE: Building Permit Application Applicant: New Cingular Wireless PCS, LLC ("AT&T") Property Owner: SBA Properties LLC Property Address: 300 Chestnut Street,North Andover, MA Dear Mr. Brown: New Cingular Wireless PCS, LLC ("AT&T") seeks a building permit for the installation of a backup generator for the existing telecommunications base station at the above-referenced property. Introduction to Section 6409 AT&T applies for the building permit under Section 6409 of the federal Middle Class Tax Relief and Job Creation Act of 2012, signed into law by the President on February 22, 2012'. While your jurisdiction retains discretionary zoning review over the construction of new towers, simple collocations and/or equipment upgrades such as reflected in this application must now be approved with the issuance of a building permit. The new law provides that: "a State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." (Emphasis added.) The federal law defines an"eligible facilities request"as"(A) collocation of new transmission equipment; (B)removal of transmission equipment; or(C) replacement of transmission equipment" (Emphasis added.) The new law authorizes the immediate installation of these ' See February 2012 link located at ham://www.whitehouse.gov/briefing-room/signed-legislation.-room/signed-legislation. r ; Page 2 eligible facilities to help improve the economy, create jobs, and speed the deployment of the services they provide. A complete copy of Section 6409 of this new federal law is enclosed. Section 6409 Benefits Your Community and has been Embraced Across the Country Acknowledging that there is no valid basis in zoning to deny an application such as the one proposed here, municipalities across the nation have approved installations under Section 6409 with the issuance of a building permit. With the new federal law providing guidance, municipalities have been quick to embrace the benefits of a streamlined administrative review for simple collocations and equipment modifications. Unlike the construction of a new tower, simple collocations and/or equipment modifications such as this one have been quickly approved to expedite deployment. Municipalities want their residents, businesses and 911 responders to be able to access essential wireless communications services hardened with emergency backup power as quickly as possible. AT&T's Application Must Be Approved AT&T's application must be approved under this new federal law because the proposed installation involves"a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." A"tower" is defined in the Nationwide Collocation Agreement as"any structure built for the sole or primary purpose of supporting FCC-licensed antennas and their associated facilities." The FCC defines a"base station"as consisting of"radio transceivers, antennas, coaxial cable, a regular and backup power supply, and other associated electronics." (Emphasis added.) As shown on the enclosed plans, AT&T's proposed installation consists principally of a 50kw backup generator. The installation "does not substantially change the physical dimensions of such tower or base station", and will enable users to access messaging, data transmission and reception in an emergency situation where backup power is needed. AT&T respectfully requests that the building permit be issued as soon as possible so that AT&T can proceed with this important installation immediately. If we can provide any further information regarding this application,please let us know. Page 3 Respectfully, R chard Detch Senior Real Estate &Construction Manager c: Jay Perez (by email only—jay.perez@att.com) enclosures: Building Permit Application Form Construction Drawings Structural Analysis Section 6409 Page 4 47 USC 1455 Middle Class Tax Relief and Job Creation Act of 2012 SEC. 6409. WIRELESS FACILITIES DEPLOYMENT (a)FACILITY MODIFICATION.— (1)IN GENERAL.—Notwithstanding section 704 of the Telecommunications Act of 1996 (Public Law 104-104) or any other provision of law, a State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. (2)ELIGIBLE FACILITIES REQUEST.—For purposes this subsection,the term "eligible facilities request" means any request for modification of an existing wireless tower or base station that involves— (A)collocation of new transmission equipment; (B)removal of transmission equipment; or (C)replacement of transmission equipment. (3)APPLICABILITY OF ENVIRONMENTAL LAWS.Nothing in paragraph(1) shall be construed to relieve the Commission from the requirements of the National Historic Preservation Act or the National Environmental Policy Act of 1969. SBACO-1 OP ID:KS CERTIFICATE OF LIABILITY INSURANCE DATEIMINDDIYYYI7 03/18113 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: It the certificate holder Is an ADDITIONAL INSURED,the policy(les)must lie endorsed, if SUBROGATION IS WAIVED,subject to the terms and condillons of(lie policy,certain policies may require an endorsement. A statement on this certificate doos not confer rights to the certificate holder in lieu of such endorsements. ACT PRODUCER 412-261-1842 NAMM Henderson Brothers,Inc. 9 PHONE 4q2-261.414 920 Ft Duquesne Blvd Fac rte: Pittsburggh�, FM1316s PA 16222 : Clem J.Wandrtaco,III INSURER(S)AFFORDING COVERAGE NA1C Y INSURER A:Travelers Property Casualty CO INSURED SSA COmmunicafions Corporation INSURERS.-The Phoenix Insurance Company Thomas Hunt,Esquire INSURER C:St Paut Flre&Marine ins Co 24787 5900 NW Broken sound Parkway Boca Raton,FL 33487 INSURER 0:Illinois Union Insurance Compa INSURER E: IUSURERE 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 1S SUBJECT TO ALL THE TERNS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE SEEN REDUCED BYPAIO CLAIMS. WE S ITR TYPBOFINSURAHCE SR POLICYNUMSER Mh D EFF +A C E LiMITS GEIIERALLIAOILITY EACH OCCURRENCE $ 1,000,00 A X COMMERGALGFNERALLiAOILIIY JEXGL474M813813 03/16113 03/16/f4 PREMISES Eaooaurance $ 1,000,00 CLAIMS-MADE[�X OCCUR DIED EXP ono rson s N/ X $100,000 SIR PrRSONAL&ADV INJURY s 1,000,00 GENERA.AGGREGAWE S 2+000,00 GENLAGGREGATELUUTAPPLIES PER: PRODUCTS-M%IP*PAGO 5 21000100 POLICY X P O LOCS AUTOMOBILE LIABIUTY COI Soil LE y T 1,000,00 A X MY AUTO JCAP474M814A13 03116113 03/16114 8WLY INJURY(Perpmw) $ AU OANED SCHEDULED BWLYINJURY(Per 60016 I) S NU'1-0NS1E0 PROPER D LIAGE $ X HiREDAUTOS NX AUTOS X $600 COMP $600 COLE $ X UTASRELLALIAB X OCCUR EACH OCCURRENCE $ 26,000,00 C EXCESSLIAD CLAIMS-MME UP16N3740613NF 03/16113 03!16114 AGGREGATE S 25,000,OD DED I X I RETFNnons 10,000 YrORKERSCOk1PENSATfOk X oG TAiT% 7K AND EIAPLOYF.RS'LUIBILiTY YIN T02NUS47SM431813(AOS) 03116113 03116f14 E.L.FACHACCIDENT $ 1,000,00 B ANY PROPRIETORIPARTNER�EXECUTIVE❑ NIA A Mind ofiIFAIDEl'EXCLUDED? TRJUB476M438A13 03/16113 03116/14 E.L.DISEASE-FARAPLOYE $ 1,000,00 u e ros«ibeaA,eer EL -POucYUPUT s 1,000,00 O�SCRIPTIONOFOPERATIONSblS,I D PROFESSIONAL COOG24641800003 03116113 03116114 ClalmfAgg 6,000,00 POLLUTION SIR 100,00 OFSCpJPTIDN OF OPERAMONS I LOCATIONS I VENICLES(Mach MORO i0l,Additional Ramalke Schedule,it more space Is required) CERTIFICATE HOLDER CANCELLATION FYI SHOULD AiIYOF THE ABOVE DESCRiBED POLICIES BE CANCELLED BEFORE FOR INFORMATIONAL PURPOSES THE EXPIRATION DATE THEREOF, NOTICE WILL Be DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Clem J.Wandrisco,IiI ©1988-2010 ACORD CORPORATION. Ali righ(s reserved. ACORD 26(2010106) The ACORD name and logo are registered marks of ACORD ? Massachusetts-Department of Public Safety Board of Building Regulations and Standards Cnristructiun Supers isur License:CS-076934 JEFFREY S S7EIBERG 26 CHURCHST WESTBOROUGH i 0 1581 - Commissioner Expiration 03/28/20.14 ' Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991m)of' enclosed space_ E Failureto Possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit; www.Mass.Gov/DPS The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www massgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leiribly Name(BusinessA)%aai=don/indivldtw): SBA Communication Corloration Address: 5900 Broken Sound Parkway City/State/Zip: Boca Raton FL. 33487 Phone#: 508-366-5505 Are you an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with 750 4. 0 1 am a general contractor and I 6. 0 New construction employees(full and/or part-time).* have hired the sub-contractors ? Remodelin 2.0 I am a sole proprietor or partner- listed on the attached sheet.= g ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. 9. 0 Building addition [No workers'comp.insurance 5. [3 We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.0 I am a homeowner doing all work right of exemption per MGL I LE J Plumbing repairs or additions myself.[No workers'comp. c.152,$1(4),and we have no 12.0 Roof repairs insurance required.]t employees.[No workers' comp.insurance required] 13.0 Other, *Any spocnat thud ebe t box#1 must dw 811 out the setdn below showing db,*wakes'conWensaWnponcyinknnatioa. t Homeowners who submit this affidavit iadicaing they aro doing all work and then hire ornside contactors must submit a new affidavit lndicatmg xwh. tConhadors that check this box most attached an additional sheet showing the mane of the sob oonaacum and thea wakes'comp.policy information. In*an employer that is providing workers'compensation Insurance for my employees. Below is the policy and Job site information. Insurance Company Name: Henderson Brothers Inc. TRKU6466K472611 3/15/2012 Policy#or Self-ins.Lic.#_TC2HUB466K473811 Expiration Date: job Site Address: 300 Chestnut Street City/State/Zip: No.Andover,MA 01845 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 cunder thepains and aides of M,ury that the lnformadon provided above is true and correct. Signature: hne • 5 vq Offtcibi use only. Do not write In this area,to be completed by city or town officiaL City or Town: PermittLicense# 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#: 9 PREPARED FOR: BACKUP POWER PROJECT at&t -"-�/ 550 COCHr DATE ROAD '�- at&t FRAMINGHAM, MA 01701 -- PREPARED FOR: AT&T SITE NAME : SITE ADDRESS : FA #: 10063415 °-.?4 a sTe c NORTH ANDOVER 300 CHESTNUT STREET Network Solutions NORTH ANDOVER CHESTNUT S T . MA 01845 LANDLORD APPROVAL PREPARED FOR: SIGNATURE DATE ( SBAMJ AT&T PROJECT MANAGER APPROVAL: PREPARED BY: SITE SUMMARY SITE TYPE: CO-LOCATION SIGNATURE DATE TOWER TYPE: GUY TOWER Hudson TYPE OF OCCUPANCY: TELECOMMUNICATIONS MasTec CONSTRUCTION MANAGER APPROVAL: Design Group= TOWER LATITUDE: 42° 40' 8.148 (N42.66893°) TOWER LONGITUDE: -71° 06' 31.68 (W-71.1088°) 1600 OSGOOD STREET SIGNATURE DATE BUILDING 20 NORTH, SUITE 3090 ZONING JURISDICTION: TOWN OF NORTH ANDOVER N. ANDOVER, MA 01845 TEL: (978) 557- COUNTY ESSEX VICINITY MAP LOCAL MAP FAX: (97 e SHEET INDEX � z!---dm ! . %" E \ a,m.A. SHEET REV. REVISION Pt v'q�y 'tea ; i a - �'9d"60AOJ NO: DESCRIPTION: N0. DATE per' DANIEL P. POWER COMPANY: NATIONAL GRID ; 6wreace $ y CUSTOMER SERVICE CENTER {ih'_- rwaw w.:I N ►� �(/N\� L M P.O. BOX 960 . uoa Lauf Y� q;t� 'v'YJ� T-1 TITLE SHEET A 11-18-13 0 NORTHBOROUGH, MA 01532 '+ a• -v' "` V' (800)-322-3223 GN-1 GENERAL NOTES A 11-18-13 N0.4 720 TELEPHONE COMPANY: VERIZON meow{ „ ix ^' a � i �:4 � C-1 OVERALL SITE PLAN A 11-18-13 O�� OF�yS 185 FRANKLIN STREET _ u �'j e Na.'{ (� `' F L " A-1 COMPOUND LAYOUT A 11-18-13 FSS�DNAt SUITE 200 BOSTON, MA 02110 Fenvad Fr i A-2 FOUNDATION DETAILS A 11-18-13 DRAWN BY: (800)-244-3737) �n �, ► u �' j CHECKED BY: KB '4 �`.�,. kr ,��,/ APPV'D: DPH 7 � + g E-1 SINGLE LINE DIAGRAM & GROUNDING A 11-18-13 .0 +bay. �s +�svy 10063415 PROD ECT SUMMARY a"md0` v Pbotti i 3 ; °r` Jt„s ""`"ie E-2 ELECTRICAL & COMPOUND DETAILS A 11-18-13 SUBMITTALS �e p1w X' 2 4 V -' M-1 MECHANICAL DETAILS A 11-18-13 DATE DESCRIPTION REV ISSUED BY TOWER OWNER' SBA PROPERTIES, LLC rya • t 4df / sA p �' 11/18/13 ISSUED FOR CONSTRUCTION A se 5900 BROKEN SOUND PKWY NW iv BOCA RATON, FL 33487 nm i (800) 487-7483 DIRECTIONS TO THE SITE DIRECTIONS: SBA SITE NUMBER: MA01085 SBA SITE NAME: NORTH ANDOVER 495 N TO EXIT 42A RT. 114 EAST MIDDLETON FOLLOW FOR APPROX 1 MILE TAKE A LEFT ONTO PETERS ST. FOLLOW 7/10TH OF A MILE TAKE A RT ONTO CHESTNUT ST.FOLLOW G E N E RA L NOTES CHESTNUT FOR 6/10TH OF A MILE. TAKE A LEFT, STAYING ON CHESTNUT. SITE ENTRANCE IS @ #300 ON YOUR LEFT (2ND DRIVEWAY ON YOUR LEFT AFTER GREENWOOD EAST LN.) `` PROJECT MANAGER: MASTEC NETWORK SOLUTIONS FOLLOW DRIVEWAY UP THEN BEAR RIGHT ON DIRT ACCESS RD. TILL YOU COME TO THE SSTE. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, THEREFORE HANDICAP ACCESS IS NOT REQUIRED. A TECHNICIAN AT&T SITE NAME: 3800 GATEWAY CENTRE BLVD, SUITE 311 WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. NORTH ANDOVER CHESTNUT ST. MORRISVILLE, NC 27560 THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE WALTER A MCOWAN OR EFFECT ON DRAINAGE. NO SANITARY SEWER SERVICE, PORTABLE SITE ADDRESS: PHONE (919)-535-6040 WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL CODE COMPLIANCE SIGNAGE IS PROPOSED. 300 CHESTNUT STREET APPLICANT: AT&T MOBILITY CORP NORTH ANDOVER, MA 01845 550 COCHITUATE ROAD ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING UNDERGROUND FRAMINGHAM, MA 01701 AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT FA NUMBER: CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: SERVICE ALERT 10063415 SITE DESIGN: HUDSON DESIGN GROUP, LLC 1600 OSGOOD STREET 1. MASSACHUSETTS BUILDING CODE 1-888-DIG-SAFE • SHEET TITLE BUILDING 20 NORTH, SUITE 3090 2. ANSI/TIA/EIA-222-G TITLE SHEET N. ANDOVER, MA 01845 3. NATIONAL ELECTRIC CODE OR DIAL 811 PHONE (978) 557-5553 4. LOCAL BUILDING CODE SHEET NUMBER FAX: (978) 336-5586 5. CITY/COUNTY ORDINANCES 72 HOURS BEFORE YOU DIG T-1 PREPARED FOR: NOTES TO SUBCONTRACTOR: SPECIFICATIONS: GENERAL NOTES: at&t 1. THE GENERAL SUBCONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS A. GENERAL B. WIRING/CONDUIT AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE 1. COORDINATE LOCATION AND PROPER REQUIREMENTS OF ALL EQUIPMENT WITH AT&T MOBILITY 1. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR AS REQUIRED BY CODE SUCH PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. THAT NO MORE THAN THE EQUIVALENT OF FOUR QUARTERS BENDS (360 DEGREES TOTAL) CONSTRUCTION PRACTICES. EXIST IN/ON CONDUIT RUN. 550 COCHITUATE ROAD 2. COORDINATE LOCATION AND REQUIREMENTS FOR ELECTRICAL SERVICE WITH THE PROPERTY FRAMINGHAM, MA 01701 2. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED REPRESENTATIVE, AT&T MOBILITY AND UTILITY COMPANIES. ROUTING OF CONDUITS MAY 2. ALL POWER AND CONTOL/INDICATION WIRE SHALL BE TYPE THHN/THWN 800 RATED 75 INSTALLATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL BE MODIFIED TO MEET SITE REQUIREMENTS. EXACT CONDUIT ROUTING TO BE DETERMINED DEGREES CELSIUS, UNLESS NOTED OTHERWISE. PREPARED FOR: TEMPORARY BRACING, SHORING,TIES, FORM WORK, ETC. IN ACCORDANCE IN THE FIELD. WITH ALL NATIONAL, STATE AND LOCAL ORDINANCES TO SAFELY EXECUTE 3. CONDUIT BENDS SHALL BE MADE IN ACCORDANCE WITH NEC TABLES 346-10. NO RIGHT ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE 3. ALL WIRING AND EQUIPMENT SHOWN ON ELECTRICAL SHEETS SHALL BE FURNISHED AND ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM IN SIDE SWEEPS IN ACCORDANCE WITH LOCAL CODES. INSTALLED UNDER ELECTRICAL PORTION OF CONTRACT UNLESS OTHERWISE NOTED. FOR ALL CONDUITS 2" OR LARGER. O" a s.T e 3. THE SUBCONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED 4. UNINTERRUPTED ELECTRICAL SERVICE FOR EXISTING EQUIPMENT SHALL BE MAINTAINED 4. POWER WIRING SIZE SHALL NOT BE SMALLER THAN #12 AWG. E'�VVfy�'�{ Solutions WORKMAN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE DURING THE INSTALLATION OF THE WORK DESCRIBED UNDER THESE DOCUMENTS. TEMPORARY NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE EQUIPMENT, CABLES AND WHATEVER ELSE IS NECESSARY SHALL BE PROVIDED AS REQUIRED 5. ALL WIRING SHALL BE COPPER. ALUMINUM WILL NOT BE ACCEPTABLE. ALL POWER CIRCUITS SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER TO MAINTAIN ELECTRICAL SERVICE. TEMPORARY SERVICE FACILITIES, IF REQUIRED AT SHALL CONTAIN A GROUND WIRE. PERFORMANCE OF THE WORK. ANY TIME, SHALL NOT BE DISCONNECTED OR REMOVED UNTIL NEW SERVICE EQUIPMENT IS IN PROPER OPERATION. IF ANY SERVICE OF SYSTEM MUST BE INTERRUPTED, THE 6. PHASE MARKINGS TO BE USED AT POWER CONDUCTOR TERMINATIONS. PREPARED FOR: 4. CONSTRUCTION SUBCONTRACTOR AGREES THAT IN ACCORDANCE WITH CONTRACTOR SHALL REQUEST PERMISSION IN WRITING STATING THE DATE, TIME, ETC. GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION THE SERVICE WILL BE INTERRUPTED AND THE AREAS AFFECTED. THE REQUEST SHALL BE SUBCONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE MADE IN SUFFICIENT TIME FOR PROPER ARRANGEMENTS TO BE MADE. WRITTEN PERMISSION 7. CONTRACTOR SHALL INSURE INTEGRITY IS MAINTAINED WHEN INSTALLING CONDUIT AND WIRING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SHALL BE OBTAINED FROM THE OWNER BEFORE INTERRUPTING ELECTRICAL SERVICE. CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS 8. INSTALL PULL STRING IN ALL CONDUIT. AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY 5. COORDINATE NEW WORK WITH OTHER TRADE AND VERIFY EXISTING CONDITIONS TO AVOID CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND INTERFERENCE. IN CASE OF INTERFERENCE, AT&T MOBILITY'S REPRESENTATIVE WILL 9• FOR ROOFTOP INSTALLS AND BUILD-OUTS, CONDUITS INSIDE BUILDING AND ON ROOF SHALL [SLBA j CONSTRUCTION SUBCONTRACTOR FURTHER AGREES TO INDEMNIFY AND DECIDE WHICH WORK IS TO BE RELOCATED, REGARDLESS OF WHICH WAS FIRST INSTALLED. BE RGS. UNLESS OTHERWISE NOTED, FOR RAW LAND SITES AND CO-LOCATES, PVC SCHEDULE HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR 80 SHALL BE UTILIZED. UNLESS NOTED OTHERWISE. ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 6. THE INSTALLATION MUST COMPLY WITH NEC AND ALL FEDERAL, STATE AND LOCAL RULES AND REGULATIONS. 10. ALL WIRING ROUTED IN PLENUM TO BE PLENUM RATED OR IN METALLIC FLEX (LIQUIDTITE) PREPARED BY: 5. SITE GROUNDING SHALL COMPLY WITH AT&T MOBILITY WIRELESS SERVICES CONDUIT. TECHNICAL SPECIFICATIONS FOR FACILITY GROUNDING FOR CELL SITE 7, THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS STANDARDS, LATEST EDITION, AND COMPLY WITH NATIONAL AND LOCAL AND EQUIPMENTS UNLESS OTHERWISE DEFINED BY DIMENSIONS OR DETAILS. EXACT C. EQUIPMENT GROUND CODES ARE MORE STRINGENT, THEY SHALL GOVERN. EQUIPMENT LOCATIONS AND RACEWAY ROUTING SHALL BE GOVERNED BY ACTUAL FIELD Hudson CONDITIONS AND/OR DIRECTIONS FROM AT&T MOBILITY'S REPRESENTATIVE. 1. EQUIPMENT/PARTS CONNECTED TO EXISTING PANELS, DUCTS, ETC, SHALL MATCH THE 6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. CHARACTERISTICS (A/C.V.A) OF THAT EQUIPMENT. Design Group= PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING 8, CONTRACTOR SHALL PAY ALL PERMITS AND FEES REQUIRED. g CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO 2. ALL ELECTRICAL EQUIPMENT OUTSIDE SHALL BE NEMA OR 3R RATED. FOUNDATION INSTALLATION. IF FAA LIGHTING AND MARKING IS PRESENT ON 9 ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE SITE AND IS POWERED BY ELECTRICAL SERVICE THAT IS TO BE WITH THE APPLICABLE SECTIONS OF THE STANDARDS REFERENCED BELOW. D. GROUNDING 1600 OSGOOD STREET INTERRUPTED, IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO MAINTAIN BUILDING 20 NORTH, SUITE 3090 THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) 1. ALL GROUND CONNECTIONS TO BUILD SHALL BE MADE USING TWO-HOLD CONNECTORS. N. ANDOVER, MA 01845 EVENT OF A PROBLEM. PROVIDE STAINLESS STEEL BOLTS AND LOCK WASHERS ON ALL MECHANICAL GROUND B. ASTM (AMERICAN SOCIETY FOR TESTING MATERIALS) TEL: (978) 557- 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, C. ETL (ELECTRICAL TESTING LABORATORY) CONNECTIONS. STATE AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE D. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) 2. ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE STRIPPED OF FAX: (97 - 8„ ALL PAINT AND DIRT. CONNECTIONS TO VARIOUS METALS SHALL BE OFA TYPE AS TO NOT WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE E. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS) \�`' v �•�y. CAUSE A GALVANIC OR CORROSIVE REACTION. AREA SHALL BE REPAINTED FOLLOWING BONDING. CODE REQUIREMENTS. F. NBFU (NATIONAL BOARD OF FIRE UNDERWRITERS) � ; G. NERC (NATIONAL ELECTRICAL SAFETY CODE) �..tii.. E3. ANY METALLIC ITEM WITHIN 6' OF GROUND CONDUCTORS MUST BE CONNECTED TO THE 8. AND DAMAGE TO THE ADJACENT PROPERTIES WILL BE CORRECTED AT THE H. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) GROUNDING SYSTEM. SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDOWNER I. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) AND THE ENGINEER. J. UL (UNDERWRITERS LABORATORY) 4. EXTERIOR, ABOVE GRADE GROUND CONNECTIONS SHALL BE FURNISHED WITH A LIBERAL 9. THE COMPLETED BID PACKAGE INCLUDES THREE CONSTRUCTION DRAWINGS PROTECTIVE COATING OF ANTI-OXIDE COMPOUND. 10. CONTRACTOR SHALL REVIEW PLANS, DETAILS AND SPECIFICATIONS IN DETAIL AND ADJUST ALONG WITH THE SPECIFICATIONS. SUBCONTRACTOR IS RESPONSIBLE FOR WORK TO CONFIRM WITH ACTUAL SITE CONDITIONS SO THAT ELECTRICAL DEVISES AND 5. ALL MATERIALS AND LABOR REQUIRED FOR THE GROUNDING SYSTEM AS INDICATED ON THE "'> ��+, _, �. �\�• REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. EQUIPMENT WILL BE PROPERLY LOCATED AND READILY ACCESSIBLE. QUANTITIES LISTED IN PLANS AND DETAILS, AND AS DESCRIBED HEREIN SHALL BE FURNISHED BY THIS CONTRACTOR 10. SUBCONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN MATERIAL LISTS ON THE DRAWINGS ARE FOR INFORMATION ONLY. THE CONTRACTOR SHALL UNLESS OTHERWISE NOTED. CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. PROVIDE HIS OWN TAKEOFF FOR MATERIAL QUANTITY AND TYPES BASED ON ACTUAL SITE CONDITIONS. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS TO 6. EXACT LOCATION OF GROUND CONNECTION POINTS SHALL BE DETERMINED IN FIELD. ADJUST DRAWN BY: 11. THE SUBCONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE INSTALL EQUIPMENT FURNISHED BY AT&T MOBILITY OR ITS SUPPLIERS. ALL ITEMS NOT LOCATIONS INDICATED ON THE PLANS ACCORDING TO ACTUAL EQUIPMENT LOCATIONS TO KEEP CHECKED BY: KB ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE SPECIFICALLY MENTIONED HEREIN OR SHOWING ON THE CONTRACT DRAWINGS, BUT WHICH THE GROUND CONNECTION CABLES AS SHORT AS POSSIBLE. APPV'D: DPH MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE 10063415 DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE INCLUDED. 7. PROVIDE ALL ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS AS REQUIRED BY THE CURRENT SUBCONTRACTOR'S EXPENSE. EDITION OF THE NATIONAL ELECTRICAL CODE AND THE CURRENT EDITION OF THE NATIONAL SUBMITTALS 11. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING ELECTRICAL SAFETY CODE. BONDING JUMPERS WITH APPROVED GROUND FITTINGS SHALL BE 12. PERMITS: THE SUBCONTRACTOR SHALL RESPONSIBLE FOR OBTAINING IN WRITING) AT&T MOBILITY'S REPRESENTATIVE OF ANY CONFLICTS PRIOR TO THE GROUND CONTINUITY WHERE REQUIRED BY CODE. DATE DESCRIPTION REV ISSUED BY AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF 11/18/13 ISSUED FOR CONSTRUCTION A sg CERTIFICATIONS, ETC. DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, 8. ALL EQUIPMENT GROUND CONDUCTORS SHALL BE TIN COATED, #2 AWG COPPER UNLESS NOTED UNLESS DIRECTED IN WRITING OTHERWISE. OTHERWISE ON THE DRAWINGS. 13. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES. SUBSTITUTIONS 12. ALL FLOORS WHERE PENETRATIONS ARE REQUIRED IN BUILDING ARE TO BE CORE DRILLED E INSPECTION DOCUMENTATION BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A AND THEN FIREPROOFED. CLEAN SET OF CONTRACT DRAWING WHICH SHALL BE TURNED OVER TO 1. THE CONTRACTOR, UPON COMPLETION OF HIS WORK SHALL PROVIDE AS-BUILT DRAWINGS THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. INFORMATION SHOULD BE GIVEN TO THE GENERAL CONTRACTOR FOR INCLUSION IN FINAL 14. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES ABOVE AS-BUILT SURVEY DOCUMENTS TO BE GIVEN TO THE OWNER. GROUND STRUCTURES AND/OR EXISTING UTILITIES BELIEVED TO BE IN THE 2. CONTRACTOR SHALL SUPPLY DOCUMENTATION ATTESTING TO THE COMPLETE GROUND SYSTEM'S WORKING AREA. IT IS THE RESPONSIBILITY OF THE SUBCONTRACTOR TO RESISTIVELY (MAX 5 OHMS) VERIFY ALL UTILITIES. PIPELINES AND OTHER STRUCTURES SHOWN OR NOT AT&T SITE NAME: SHOWN ON THESE PLANS. THE SUBCONTRACTOR SHALL CONTACT IN 3. AN ELECTRICAL INSPECTION SHALL BY MADE BY AND INSPECTING AGENCY APPROVED BY AT&T NORTH ANDOVER CHESTNUT ST. INDIANA (811) OR (800) 382-5544 BEFORE DIGGING OR DRILLING ANY MOBILITY'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND OBTAIN DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SATISFACTION TOWER COMPANY APPROVAL. OF THE OWNER AND ENGINEER AT THE SUBCONTRACTOR'S EXPENSE. SITE ADDRESS: 4. CONTRACTOR SHALL HAVE ATS AND GENERATOR RELAY INSTALLATION AND CONNECTIONS 15. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN INSPECTED BY OTHERS TO ENSURE THAT UL LISTING FOR THAT EQUIPMENT IS NOT VOIDED. 300 CHESTNUT STREET ACCORDANCE WITH THE PROJECT SPECIFICATIONS. NORTH ANDOVER, MA 01845 16. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. FA NUMBER: 17. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THIS SITE 10063415 ON A DAILY BASIS. 18. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM DRAWINGS SHEET TITLE PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHALL NOTIFY AT&T GENERAL NOTES MOBILITY OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PRECEDING WITH CONSTRUCTION. SHEET NUMBER GN-1 • PREPARED FOR: if at&t " 550 COCHITUATE ROAD FRAMINGHAM, MA 01701 PREPARED FOR: &%Te c 0 Network Solutions PREPARED FOR: [OS BA PREPARED BY: 3 Hudson ®.." Design Group= 1600 OSGOOD STREET BUILDING 20 NORTH, SUITE 3090 N. ANDOVER, MA 01845 TEL: (978) 557— FAX: (97 's CWdEl 4L0 /S T. ...'"- DRAWN BY: APPROXIMATE LOCATION OF CHECKED BY: KB ' PROPOSED GENERATOR PROIFCAPPV'D: DPH ON 4'-0"X8'-0" CONCRETE 10063415 PAD WITHIN PROPOSED '°' c SUBMITTALS W4'-0"x8'-0" LEASE AREA a >' et. DATE DESCRIPTION REV ISSUED BY y 11/16/13 ISSUED FOR CONSTRUCTION A SB t AT&T SITE NAME: NORTH ANDOVER CHESTNUT ST. SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 FA NUMBER: 10063415 SHEET TITLE APPROX. TRUE NORTH OVERALL SITE PLAN SITE INFORMATION OBTAINED FROM MASSGIS WEBSITE OVERALL SITE PLAN SHEET NUMBER ACCESSED 11-18-13 1" =80' GN-1 0 40 80' tso' • PREPARED FOR: NOTE: L� CONTRACTOR TO VERIFY EXISTING MUX LOCATION. IF MUX LOCATION IS OUTSIDE OF }�} AT&T EQUIPMENT AREA,CONTRACTOR IS TO FIELD VERIFY THE PRESENCE OF ` ` EMERGENCY BACK-UP SERVICE TO THE MUX. IF EMERGENCY BACK-UP SERVICE IS NOT PRESENT,CONTRACTOR IS TO ROUTE NEW SERVICE FROM AT&T EQUIPMENT AREA 550 COCHITUATE ROAD FRAMINGHAM, MA 01701 42'-4" PREPARED FOR: J ORA a zTe c r I Network Solutions EXISTING MOBILE PREPARED FOR: EQUIPMENT — TRAILER EXISTING SHELTER SBA EQUIPMENT EXISTING 152'-0" EXISTING GRAVEL ACCESS DRIVE r' f +" HIGH GUY TOWER EXISTING ICE BRIDGE y32 S q. - t �. '�" �� �-�+^�a`'" '2^�'ti'��i ° PREPARED BY: PROPOSED (3'-0") Hudson� r GENERATOR CLEARANCE 3'-0' m r EXISTING ACCESS Design Group= GATE 0 PHOTO DETAIL PROPOSED GENERATOR LOCATION 1600 OSGOOD STREET EXISTING CSC BUILDING 20 NORTH, SUITE 3090 e� z CABINET N. ANDOVER, MA 01845 TEL: (978) 557— PROPOSED GENERATOR Fi FAX: (97 5.rr,,8 N ON 4'-0"x8'-0" CONCRETE w I I EXISTING METER I A-2 PAD WITHIN PROPOSED ON H-FRAME 0 4'-0"x8'-0" LEASE AREA U') W n D A ! _ EXISTING WOOD -- EXISTING (12'-0"x20'-0') AT&T LEASE AREA I UTILITY POLE -- w PROPOSED 45'-0" ~ r� 2 LONG CONDUIT RUN I z FROM PROPOSED �\ E-2 GENERATOR TO PROPOSED I EXISTING v~i `S'Si�Uy'r+,i._ ATS AT&T X EXISTING TRANSFORMER BY: EQUIPMENT EXISTING GPS w Fi DRAWN CHECKED BY: KB SHELTER I I ANTENNA APPV'D: DPH PR03ECT NO: 10063415 EXISTING EXISTING CHAIN LINK FENCE SUBMITTALS VERIZON LEASE EQUIPMENT AREA 121x30' ON PLATFORM 0 DATE DESCRIPTION REV ISSUED BY PER SBA li 11/18/13 ISSUED FOR CONSTRUCTION A SB L- J AT&T SITE NAME: NORTH ANDOVER CHESTNUT ST. EXISTING CAMLOCK SITE ADDRESS: 300 CHESTNUT STREET PROPOSED AUTOMATIC TRANSFER SWITCH NORTH ANDOVER, MA 01845 MOUNTED ON PROPOSED H-FRAME APPROX. TRUE NORTH FA NUMBER: 10063415 COMPOUND LAYOUT SCALE: 1/8" = V-0" SHEET TITLE 0 4' 8' 16' COMPOUND LAYOUT SHEET NUMBER A-1 PREPARED FOR: 8'-0^ MATERIALS LIST (FOR ONE CONCRETE PAD) 1 y cV N LU #4 @ 12" O.C. 3/4" CHAMFER QTY TOTAL TOTAL BENDING DIAGRAM aw WEIGHT TYPE ` ` REQ'D. SIZE LENGTH (LBS) DIMENSION 20 1/2" 4 1/2" LONG WITH __ "HILTI" A= 4 1/2" 2 7/8" THREAD KWIK BOLT 550 COCHITUATE ROAD 3 EXPANSION A FRAMINGHAM, MA 01701 /\��\��\��\� \��\��\�� ANCHOR > �� �� 12 #4 9'-9 1/z" 78 A= 9'-9 1/2" M PREPARED FOR: GROUNDING OND o SEE DETAIL 3/E-2 CRUSHEDKSTONERBASE3ON DIA. 18 #4 7'-9 1/2" 94 A= 7'-9 1/2" m® im a�% df% az) I e C 6' X 11' STUB-UP AREA � UNDISTURBED EARTH. FINAL GRADE _ 0 SLOPE AWAY FROM CONCRETE. 4 #4 7'-9 3/8" 214 STRAIGHT A- 7'-9 3/8 A A THE "UNDISTURBED SOIL" BASE SHALL EXCAVATE AS REQUIRED TO REMOVE VEGETATION 6 #4 2'-7 1/2" 11 A= 2'-7 1/2" Network Solutions BE COMPACTED TO AT LEAST 90% & TOP SOIL. EXPOSE UNDISTURBED NATURAL EXISTING UNDISTURBED VIRGIN MODIFIED PROCTOR MAXIMUM DENSITY SUB GRADE. PLACE A MINIMUM OF 4" GRAVEL. SOIL OR COMPACTED FILL 4 #4 0'-5 5/8" 2 A= 0'-5 5/8" PER ASTM D 1557 METHOD C. GRAVEL SHALL PASS A ONE INCH SIEVE. PREPARED FOR: SECTION A-A STANDARD REBAR SIZES & WEIGHTS BARNO LBS PER FT.1 DIA. INCHES I GRADE 11 1/2" 71" 81- 0" 4 1 .6676 1 .500 1 60 9 1/2" "HILTI" KWIK BOLT 3 EXPANSION OUTLINE FOR GENERATOR OVERHANG 9 1/2' (SLBAN 3" HEAVY HEX NUT ANCHOR FLAT WASHER NOTE: GENERATOR 1. BOLTS CAN BE INSTALLED 2 DAYS PREPARED BY: MOUNT PLATE AFTER POURING CONCRETE PROVIDED THE KWIK BOLTS ARE ONLY 00 AC LOAD LEAD CONDUIT TIGHTENED TO A SNUG TIGHT .. CONDITION. Hudson CONNECTION POINTS _ w Design G `' M FOR CONTROL WIRES o w 2. APPLY "HILTI" HIT-RE 500-SD LLC g Group= I I o o EPDXY TO ALL GAPS TO PREVENT N •° n, M m a WATER/MOISTURE BUILD-UP. 1600 OSGOOD STREET CL CH OR CONCRETE ' w BUILDING 20 NORTH, SUITE 3090 A ^ I BOLT (SEE I A PAD ,a.. ,7 DET L A) a N. ANDOVER, MA 01845 TEL: (978) 557- L-7r — — — — — — — — — ——_ 9/1 6"DIA. FAX: (97 �P8 4" 1'-10 1/2' V-10 1/2" V-10 1/2" i- DETAIL A D.A Ste` ,:IEL F. N � `� f . w; 7'-11" FOR REFERENCE. _ I-'r PA %1 OVERALL LENGTH TO BE USED FOR ANCHOR BOLT LOCATION INSTALLATION OF KWIK TYPICAL 4 PLACES f11 o.4 C %20 PLAN VIEW BOLT EXPANSION ANCHORS o. FOR 50KW GENERATORS. CONCRETE SLAB (GENERATOR FOUNDATION) DRAWN BY: CONCRETE AND REINFORCING STEEL NOTES: SOIL COMPACTION NOTES FOR SLAB ON GRADE: CHECKED BY: KB APPV'D: DPH 1. ALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE AMERICAN CONCRETE 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL, EXPOSE PRO]ECT NO: 10063415 INSTITUTE (ACI 318-95) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND UNDISTURBED NATURAL SUB GRADE AND PLACE CRUSHED STONE AS SUBMITTALS (ACI 301) STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE. ALL CONCRETE WORK REQUIRED. SHALL BE IN ACCORDANCE WITH THE ACIW301, ACIW318, ASTM A184 AND ASTM A185. DATE DESCRIPTION REV ISSUED BY 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN 11/18/13 ISSUED FOR CONSTRUCTION A SB 2. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI AT 28 DAYS CERTIFICATION BY A QUALIFIED GEO TECHNICAL OR ENGINEER IS WHEN TESTED IN ACCORDANCE WITH THE AMERICAN SOCIETY FOR TESTING AND MATERIALS ACCEPTABLE. METHODS STANDARDS ASTM C172, ASTM C31 AND ASTM C39 UNLESS NOTED OTHERWISE. 3 AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED THE "UNDISTURBED SOIL" BASE SHALL OTHERWISE. WELDING WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL FABRIC BE COMPACTED WITH COMPACTION EQUIPMENT", LISTED BELOW, TO UNLESS NOTE OTHERWISE.SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, AT LEAST 90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D UNLESS NOTED OTHERWISE. 1557 METHOD C. 4. DETAILING SHALL BE ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE OF DETAILING 4. COMPACTED SUB BASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" REINFORCED CONCRETE STRUCTURES (ACI STD-315-92). MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE AT&T SITE NAME: COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH NORTH ANDOVER CHESTNUT ST. 5. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4" IN ACCORDANCE WITH ACI 301 SECTION 100% PASSING 1" SIEVE. 4.2.2 UNLESS OTHERWISE NOTED. 5. AS AN ALTERNATIVE TO ITEMS 2 AND 3 PROOF ROLL THE SUB GRADE SITE ADDRESS: 6. REINFORCING STEEL SHALL BE IN ACCURATELY PLACED AND ADEQUATELY SECURED IN SOILS WITH 5 PASSES OF A MEDIUM SIZED VIBRATORY PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND-OPERATED SINGLE CHESTNUT STREET POSITION. LOCATION OF REINFORCEMENT SHALL BE INDICATED ON THE DRAWINGS. CONCRETE NORTH ANDOVER, MA 01845 COVER SHALL BE 3" MINIMUM. DRUM VIBRATORY ROLLER (SUCH AS BOMAG BW 55E). ANY SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED 7. TOP OF FOUNDATION TO HAVE A "BRUSH FINISH". WITH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE. DESIGN FA NUMBER: 8. EXPOSED FINISHED SURFACE IS NOT TO HOLD WATER. 1. MAXIMUM DESIGN BASIC WIND SPEED(3-SECOND GUST) : 10063415 COMPACTION EQUIPMENT: 9. ALL SURFACES ARE TO BE CLEANED OF ANY RESIDUAL CONCRETE FROM SPLASHING OR 135 MPH FOR GENERATOR MODELS SD050 AND SD080. SHEET TITLE SPILLS. 1. HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, 115 MPH FOR GENERATOR MODELS SD130 AND SD150. FOUNDATION DETAILS VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. SHEET NUMBER 4' X 8' POURED IN PLACE GENERATOR PAD A-2 GENERAL NOTES: PREPARED FOR: SOKW GENERATOR 1. FOR ACTUAL ORIENTATION GENERATOR, SHELTER, FENCE, ���� (1)-2" CONDUIT (3-#500 KCM TOWER & U/G POWER/ TELCOO CONDUITS, SEE DRAWING C-1. 220\ AND 1-#6 GND. GEN. SERVICE LEGEND: / — — — — — — — — — LOAD) 2. VERIFY QTY. LENGTH, TYPE & CONFIGURATION GROUND O — CABLE & CONDUIT SIZE/RUN LENGTHS (RL) RODS TO ENSURE SYSTEM PROVIDES GROUND RESISTANCE TANCE OF • CADWELD TYPE CONNECTION 550 COCHITUATE ROAD (1 PR. 12 GA. FOR (1)-1" CONDUIT 1 S OHMS OR LESS. ■ I COMPRESSION TYPE CONNECTION FRAMINGHAM, MA 01701 GENERATOR START/STOP CIRCUIT RL UP TO 100' 3 #3/0 AWG, 2" C 3. ONE TEST WELL SHALL BE PROVIDED BETWEEN THE TOWER 100'< RL<=500' 3 #500 KCM, 3" C GROUND LOOP AND EQUIPMENT GROUND LOOP —NEW GROUNDING PREPARED FOR: 500'< RL<=1000' 3 #750 KCM, 4" C T *_'?q ..Tec � � I PROPOSED AUTOMATIC Network Solutions I I I i I I— — — — —I /"I� I I I TRANSFER SWITCH PREPARED FOR: (1)-1" CONDUIT (6 PR. CAT-5 ALARM CABLE) I I I I EXISTING 200A FUSED (1)-1" CONDUIT (2-10 ( DISCONNECT SWITCH GA. AND 1-10 GA. GND. I LINEEXISTING ! � SBA FOR BATTERY CHARGER °. & BLOCK HEATER \ �) EXTEND #2 AWG BARE CIRCUIT) I I (EXTERIOR) I TINNED GROUND WIRE PREPARED BY: FROM PROPOSED GROUND (INTERIOR) I I I RING TO GENERATOR. (. MIN. 2 PLACES Houn [ LB NOTE: s®n CONTRACTOR TO VERIFY EXISTING MUX LOCATxON. L _ _ — — PROPOSED GROUND ROD Design Groupuc _ IF MUX LOCATION IS OUTSIDE IS TO FIELD VERIFY THE ADDITIONAL GROUND OF AT&T EQUIPMENT W/ INSPECTION PORT AREA, CONTRACTOR PRESENCE OF EMERGENCY BACK-UP SERVICE TO THE RODS AS REQUIRED MUX. IF EMERGENCY BACK-UP SERVICE IS NOT PRESENT, CONTRACTOR IS TO ROUTE NEW SERVICE SPACED AT 25' MAX 1600 OSGOOD STREET FROM AT&T EQUIPMENT AREA. CADWELD TO EXISTING BGR BUILDING 20 NORTH, SUITE 3090 N. ANDOVER, MA 01845 GROUNDING PLAN TEL: (978) 557— EXISTING EXISTING AC EXISTING 2 SCALE. NTS FAX: (97 —i• 8,A TELCO BOARD PANEL EXTEND #2 AWG BARE `;�\ �')'9,- (IN SHELTER) (IN SHELTER) ATINNED GROUND WIRE •;1 /- FROM PROPOSED GROUND r' F_ 1 `. RING TO GENERATOR. AT&T GENERATOR ALARM BLOCK ;I ELECTRICAL RISER DIAGRAM MIN. 2 PLACES SCALE: RTS •.' ✓ ... . NOTES: -.� P.o.211.i:;�.0 1. ALL ALARM WIRING SHALL BE 18 AWG STRAND (MULTI- ^ .,,._ j COLORED) INSULATION. NON-SHEILDED CABLE -� c,. FIRE ALARM2, ALL CONTACTS FOR ALARM SHALL BE NORMALLY CLOSED (�)`.i1" ! 1_• DRAWN BY: HIGH TEMP CHECKED BY: KB FEEDER SIZING CHART FOR GENERATOR 3. EXTEND/ADD TERMINAL BLOCKS AS REQUIRED LOW TEMP APPV'D: DPH PROJECT NO: 10063415 HIGH HUMIDITY A/C 1 FAIL SUBMITTALS PRIME RATING SIZE OF INLINE FEEDER SIZES FROM GEN GEN SET SIZE VOLTS-PHASE BREAKER (AT MAIN BREAKER SIZE SERVING ANCHOR TENANT: A/C 2 FAIL DATE DESCRIPTION REV ISSUED BY KW-AMPS SET BREAKER TO ATS. 1I/18/13 ISSUED FOR CONSTRUCTION A se GERERATOR) SECOND H.V.A.C. RUNNING SURGE SUPRESSION 50 KW 120/240V - 1-PH 48KW - 200A 200A 200A 2-P C/B INTEGRAL TO GEN SET. 3#3/0, 1#6G, IN 2"C LOSS OF COMMERCIAL POWER A/C TRANSFER NOTES: GENERATOR RUNNING GENERATOR FAILURE 1. SERVICE VOLTAGE IS 120/240 1-PHASE, AND SERVICE SIZES ARE TYPICAL 220A. Ir LOW FUEL 2. AUTOMATIC TRANSFER SWITCH (ATS) ARE 200A, 2-POLES, 120/240V 1-PHASE WITH SOLID NEUTRAL. AT&T SITE NAME: 3. ALL EXTERIOR ELECTRICAL EQUIPMENT IS NEMA 3R RATED. OVER CRANK NORTH ANDOVER CHESTNUT ST. 4. THE GENERATOR ELECTRICAL LOADS ARE ADEQUATE FOR THE CONNECTED LOADS. HIGH TEMP GEN. 5. ALL EQUIPMENT FURNISHED SHALL BE PROVIDED WITH EQUIPMENT RATED TO WITHSTAND FAULT CURRENT AVAILABLE AT PROJECT SITE. 6. ALL WIRE AND PANEL BUSSING SHALL BE COPPER UNLESS ALLOWED ELSEWHERE IN THIS DOCUMENT SET, WIRE SIZES ARE BASED ON COPPER. LOW OIL PRESS. SITE ADDRESS: 7. ALL WORK SHALL CONFORM WITH THE CURRENT VERSION OF THE NEC AND ALL OTHER APPLICABLE CODES. LOW COOLANT 300 CHESTNUT STREET 8. FIRST OVER-CURRENT PROTECTION DEVICE IS INTEGRAL TO GENERATOR . FEEDER SIZES INDICATED IN TABLE ABOVE ARE DOWNSTREAM OF THE FIRST OVER-CURRENT PROTECTION DEVICE. OVER SPEED NORTH ANDOVER, MA 01845 9. INLINE BREAKER AT GENERATOR IS FACTORY INSTALLED, AND IS THE MANUFACTURERS RECOMMENDED SIZE. LOW WATER TEMP. FA NUMBER: 10063415 SHEET TITLE SINGLE LINE DIAGRAM a 1 2 3 4 5 6 i 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 22 28 29 30 31 32 33 34 35 36 32 38 39 & GROUNDING 3 GENERATOR SET SIZING CHART 4 ALARM SAND CONTROL WIRING SHEET NUMBER SCALE: Mrs PREPARED FOR: GRADE at A} Q J&` NOTES: "I lfxll TlT��T�`T�`T�`\� 1. CONTRACTOR TO HAND DIG ALL NEW TRENCHES -�\ INSIDE COMPOUND. 550 COCHITUATE ROAD 2. SEPARATION DIMENSION TO BE VERIFIED WITH FRAMINGHAM, MA 01701 LOCAL UTILITY COMPANY REQUIREMENTS. �p � I30.. PREPARED FOR: A c MATCH EXISTING SURFACE REPLACE GEOFABRIC AND STONE AS Network Solutions- MATERIAL AND FINISH GRADE TRENCH REQUIRED GROUND WIRE, PREPARED FOR: SIZE AS NOTED ON PLANS -- CADWELD, o -- TYPE I -- UNDISTURBED SOIL GY OR GT COMPACTED BACKFILL SBAVJ N BACKFILL (SAND OR NATIVE SOIL) � UTILITY WARNING TAPE PREPARED BY: GROUND ROD,COPPERWELD 1" SCH. 80 PVC 5/8"0 X 10'-0" LONG (ALARM CIRCUIT) 2" SCH 80 PVC NOTE: 2" SCH. 80 PVC (HEATER & BATTERY CHARGER) H u dso (START/STOP CIRCUIT) Design GroUPLLC GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT REFER TO GENERATOR SET 6" MIN. FROM PIPE TO TRENCH FACE TO EXCEED 35 DEGREES FROM THE VERTICAL SIZING CHART ON SHEET E-1 40 2" MIN. TO SECONDARY ELECTRIC BUIL OSG00D STREET BUILDING 20 NORTH, SUITE 3090 N. ANDOVER, MA 01845 TEL: (978) 557- FAX: (976 ,§58 GROUND ROD DETAIL 2 TRENCH DETAIL scAIE: N75 C).tiN!lE L.. j:, NOTE' 1. CONNECTION SHALL BE MALE SCREW COVER W/ TEFLON LUBRICANT COVERED BY NO LESS CRUSHED GRAVEL (NATURAL EARTH COVER) 1'.O.4li%G O THAN 2' OF CONCRETE. FINISHED GRADE 8"0 X 42" PVC SLOTTED �r �Yri� 2. ATTEMPT TO MAKE S � TEST WELL PIPE iS• - V.. CONNECTION TO A 6'-0" RUN OF REBAR OR GREATER. DRAW 3. APPLY HEAT SHRINK OR /�/\� / / /\� CHECKED BY: KB / /� APPV'D: DPH ELECTRICAL TAPE AROUND ��\���\\ ��� �\����\j�\% 10063415 THE CONDUCTOR TO AVOID \j��N�\� #2 AWG BARE TINNED SUBMITTALS CORROSION. z / / \\'\�j\/ \/�j��j SOLID COPPER WIRE ENLARGED DETAIL Y/\/�� ��// GROUND RING PROPOSED FOUNDATION \\\\\\\/\ I I \/\// DATE DESCRIPTION REV ISSUED BY UL- REBAR I �i /j�/ CADWELD GROUND RING 11/16/13 ISSUED FOR CONSTRUCTION A se d TO ROD CONDUIT ENDCAP in ENLARGED DETAIL d v PROPOSED UL-APPROVED i 2-BOLT PARALLEL 1\ CONNECTOR (OR OTHER d 0 a' APPROVED CONNECTION) io O da G2" DIA. HOLE DRILLED Q. EQUIPMENT PAD FOR GROUND RING BOTH FOUNDATION AT&T SITE NAME: v 24" RADIUS (MIN)SIDES 1 NORTH ANDOVER CHESTNUT ST. 4" TO 6" OF LOOSE SITE ADDRESS: d a #2 AWG BARE TINNED #2 AWG BARE TINNED CRUSHED GRAVEL BELOW PVC CONDUIT d SOLID COPPER WIRE WELD. WELD SHALL Q d SOLID COPPER WIRE BONDED TO BGR GROUND RING REMAIN VISIBLE (SIZES AS SHOWN 300 CHESTNUT STREET 5/8"0 X 10' ON PLAN) NORTH ANDOVER, MA 01845 LONG GROUND ROD (TYP. OF 4) FA NUMBER: 10063415 NOTE: SHEET TITLE ONE TEST WELL SHALL BE EQUIPMENT PAD GROUNDING PROVIDED BETWEEN THEGROUND ROD TEST WELL DETAIL PVC CONDUIT SWEEP DETAIL ELECTRICAL & COMPOUND DETAILS 3 SCALE: Nis EQUIPMENTOTOWER UGROUND ND LOOPLOOP THE &,"\ Sr 4LE. Nis cJ SCALE: PITS SHEET NUMBER E-2 A � PREPARED FOR: at&t 550 COCHITUATE ROAD FRAMINGHAM, MA 01701 PREPARED FOR: 0,J2534-ATT 193011 [76'] 1820 RECOMM ELE�N STUB-UPS 1258 n177 T �® T , 2408.8 [49.27D INSIDE 194.8'7 680 MOUNTING HOLES Network 110 [26.87 4 PER SIDE AC LOAD LEAD CONDUIT GLAND AREA ❑A •��+1. rSolutions [4,37 r 61/2' 1)LOW VOLTBOXAGE CUSTOMER CONNECTION FOR 120VAC(TCL B❑ I 1 BATiE."S.T RfFR AND OTHER Oh 1 PREPARED FOR: ,1 1 120 VAC OPTIONS). y 676.1639 2)TRANSFER SWITCH/ 1 B %5 [34,57 E33'1 i y 387 COMMUNICATION CONDUITS RE FRAME 11111 6331 IN 13813 HAS CENTERS 1 [1327 [24.97 C COMMUNICATIONS TMUST%MTN AC a RUN 2D5 CONDUIT wTM Ac MIRING A A E8.17 SBA 411 Mj []b'] LOV VOLTAGE 36.6 NOE.R PREPARED BY: R440 CUSTOMER CONNECTION 319.9 [1,47 1. THE LEFT SIDE OF THE GENERATOR IS SERVICE ACCESSIBLE CR17.37 TYP BDX ONDTE 3) 112.67 2. 10 AAP BATTERY CHARGER ENCLOSED WITHIN CONTROL PANEL. WE 9) 3. CONNECTION POINTS FOR CONTROL WARES BOTTOM OF LOW VOLTAGE TOP VIEW BOTTOM VIEW PAD LAYOUT CUSTOMER CONNECTION BOX HAS KNOCKOUTS FOR 1/2'AND Hudson 3/4'CONDUIT FITTINGS E407 %5 4. GENERATOR MUST BE(ROUNDED. Design Group= �.. ®` ES4R7 E3 5. 12 VOLT NEGATIVE GROUND SYSTEM. OVERALL LENGTH MOTHS. OPTIONAL REMOTE EMERGENCY STOP SHIPPED LOOSE MATH GENERATOR. SEE 15) Apt INTAKE 7. MAIN LIRE CIRCUIT BREAKER I OT),AC LOAD LEAD CONNECTION AND 1600 OSGOOD STREET AUXAJARY 120/2409 CONNECWtN. ` 6. LEVEL 2A EN SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR. BUILDING 20 NORTH, SUITE 3090 1 DOORS MUST BE ABLE TO OPEN 90 DEG TO BE REMOVED. uIt STAKE NK DOORS ARE LOCATED ON THE LEFT SIDE OF THE GENERATOR ONLY. N. ANDOVER, MA 01845 M EAOC tp 10.STUB-UPS BASE TANK REQUIRES ALL STUB-UPS TO BE N THE REAR TEL (978) 557- PANEL - TASTUB-UP AREA. FAX (978 11.'A'IS THE STUB UP AREA FOR THE MLCB AND NEUTRAL CONNECTION. ^r` 12.SEE DRAWING OC3850 FOR DUCT REMOVAL.REMOVAL OF FRONT LDV V0.TAG1 DUCT WILL PROVIDE ACCESS TO MUFFLER. CUSTtOER CONNECTILNa D A(`,.N E L F'. l 13.120VAC ENGINE BLOCK HEATER IDX 0113TE 3) 14.210 GALLON USEABLE CAPACITY BASETANK STANDARD WITH GENERATOR. F M.CI CNIIE 7) 1551 15.MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST.SEE SPEC _ _.{ SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS 16.MUST ALLOW FREE FLOW OF INTAKE AIR.SEE SPEC SHEET FOR MINNUM -I AIR FLOW FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. _ 17.R IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE I\U,��U;'Z THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE 2 MOM STANDARDSEwl .AND REGULATIONS ,� OVERALL �'r t a � IFl[NT �r ' _ r --- -- - - -- - - 1581 -- --- DRAWN BY: 1{ NIi '7 =R i iI CHECKED BY: KB 1 1683 tl\ KiN 1 1 1 wET DATA(INCLUDES WOODEN SHIPPING SKID) t i i N li i 1 ii\\ 1 1 I IPPV'D: DPH 963 LFOHcs BRACKETS-/ ENCLOSED GENERATOR WITH EMPTY FUEL TANK-Hooky(3750 Lha) PROIECT NO: 10063415 1 I 1 I - 40 X 60 SLAT t 1� 1 i I uWTs: rtm INCHES TANG HT. r I t 1 t it TL1y SUBMITTALS�-u (4y AREA H11 \ I I I DATE DESCRIPTION REV ISSUED BY _L_ t ---- 11/18/13 ISSUED FOR CONSTRUCTION A 58 II 1067 Rte' [427 87C CENTER IF GRAVITY 1930 [34.5'1 C76'7 76'1' REAR VIEW RIGHT SIDE VIEW TANG LrMM LEFT SIDE VIEW Aw"mm unim nmmm�"a INSTALLATION D4,5L G17 50KW VR�11 a SURD M mrm i H 1 MIAs Irtt:Um me T,(� U IS'11VUL:J © IIDdCva"2ftme mENCLOSED LEVEL 2A P BOX AT&T SITE NAME: WAUKESHA, WIS. 53167 NORTH ANDOVER CHESTNUT ST. riLrL NAME OJ2534—ATT,DWG szzE:B SITE ADDRESS: �m�oZvr -&-\1 \ (� n /w\ �T,a9)m D p n 1W0 m�r-� Dva NTS � OOE�07�� NORTH CHESTNUT STREET �o� BUJ [M=��L�L`7[M=-�� (J lJ V M:M=�I ��+� Dvl3 No. � NORTH ANDOVER, MA 01845 OJ2534—ATT A FA NUMBER: 10063415 SHEET TITLE GENERATOR DETAILS GENERATOR DETAILS SCALE: NTS SHEET NUMBER M-1 t PREPARED FOR: BACKU P POWER PROD ECT at&t 550 COCHITUATE ROAD t&t FRAMINGHAM, MA 01701 PREPARED FOR: AT&T SITE NAME : SITE ADDRESS : FA #: 10063415 - A a sTe c NORTH ANDOVER 300 CHESTNUT STREET Network Solutions [\� NORTH ANDOVER, CHESTNUT T ■ MA 01845 PREPARED FOR: LANDLORD APPROVAL: SIGNATURE DATE SBA AT&T PROJECT MANAGER APPROVAL: PREPARED BY: SITE SUMMARY SITE TYPE: CO-LOCATION SIGNATURE DATE ������ TOWER TYPE: GUY TOWER Hudson TYPE OF OCCUPANCY: TELECOMMUNICATIONS Desi n Grouuc � �� MaSTec CONSTRUCTION MANAGER APPROVAL: 9 P TOWER LATITUDE: 42° 40' 8.148 (N42.66893°) TOWER LONGITUDE: -71° 06' 31.68 (W-71.1088°) 1600 OSGOOD STREET SIGNATURE DATE BUILDING 20 NORTH, SUITE 3090 N. ANDOVER, MA 01845 ZONING JURISDICTION: TOWN OF NORTH ANDOVER TEL: 978 557— COUNTY ESSEX VICINITY MAP LOCAL MAP SHEET INDEX FAX: (97 �B ' s t• �,,� c *1"FW �.a „ '; a,d SHEET REV. REVISION a 4p a NO: DANIEL P. s r a/o'?� DESCRIPTION: NO. DATE o� s POWER COMPANY: NATIONAL GRID tawrena %q;"' ; W E q s CUSTOMER SERVICE CENTER i' `Worth . Dech } N $ M P.O. BOX 960 a y y ��gtys T-1 TITLE SHEET A 11-18-13 0 NORTHBOROUGH, MA 01532 a' •L v (800)-322-3223 `tr �• GN-1 GENERAL NOTES A 11-18-13 No.4 720 TELEPHONE COMPANY: VERIZON Aatlw« C-1 OVERALL SITE PLAN A 11-18-13 O� CIST • is � � � 4 ,Y' OF S-ERF� 185 FRANKLIN STREET SUITE 200 rA-1 COMPOUND LAYOUT A 11-18-13 S/ONAL BOSTON, MA 02110 DRAWN BY: (800)-244-3737) ��� }fnaavar ' �► a ?,t m s A-2 FOUNDATION DETAILS A 11-18-13 CHECKED BY: KB g `a ti> + �u r er woo f/ APPV'D: DPH v 4 1i6 rJ Ca f '* . �nd'vm E-1 SINGLE LINE DIAGRAM & GROUNDING A 11-18-13 10063415 smck a t alp �ndiAn fFdae 3 4 d? f www E-2 ELECTRICAL & COMPOUND DETAILS A 11-18-13 SUBMITTALS PROJECT SUMMARY C law PrdOW 4 SU �, ,. ,� �,�, , dob ?, P , 4�� 4 + / M-1 MECHANICAL DETAILS A 11-18-13 DATE DESCRIPTION REV ISSUED BY TOWER OWNER: SBA PROPERTIES, LLC 8dp < /111 v 11/18/13 ISSUED FOR CONSTRUCTION A SB • 14A.,o K tMEdtlni 5900 BROKEN SOUND PKWY NW m "A - - ? LT] BOCA RATON, FL 33487 (800) 487-7483 DIRECTIONS TO THE SITE DIRECTIONS: SBA SITE NUMBER: MA01085 SBA SITE NAME: NORTH ANDOVER 495 N TO EXIT 42A RT. 114 EAST MIDDLETON FOLLOW FOR APPROX 1 MILE TAKE A LEFT ONTO PETERS ST. FOLLOW 7/10TH OF A MILE TAKE A RT ONTO CHESTNUT ST.FOLLOW G E N E RA L NOTE S CHESTNUT FOR 6/10TH OF A MILE. TAKE A LEFT, STAYING ON CHESTNUT. SITE ENTRANCE IS @ #300 ON YOUR LEFT (2ND DRIVEWAY ON YOUR LEFT AFTER GREENWOOD EAST LN.) PROJECT MANAGER: MASTEC NETWORK SOLUTIONS FOLLOW DRIVEWAY UP THEN BEAR RIGHT ON DIRT ACCESS RD. TILL YOU COME TO THE SITE. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, THEREFORE HANDICAP ACCESS IS NOT REQUIRED. A TECHNICIAN AT&T SITE NAME: 3800 GATEWAY CENTRE BLVD, SUITE 311 WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. NORTH ANDOVER CHESTNUT ST. MORRISVILLE, NC 27560 THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE WALTER A MCOWAN OR EFFECT ON DRAINAGE. NO SANITARY SEWER SERVICE, PORTABLE SITE ADDRESS: PHONE (919)-535-6040 WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL CODE COMPLIANCE SIGNAGE IS PROPOSED. 300 CHESTNUT STREET APPLICANT: AT&T MOBILITY CORP NORTH ANDOVER, MA 01845 550 COCHITUATE ROAD ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING UNDERGROUND FRAMINGHAM, MA 01701 AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT FA NUMBER: CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: SERVICE ALERT 10063415 SITE DESIGN: HUDSON DESIGN GROUP, LLC 1600 OSGOOD STREET 1. MASSACHUSETTS BUILDING CODE 1-888-DIG-SAFE '" • SHEET TITLE BUILDING 20 NORTH, SUITE 3090 2. ANSI/TIA/EIA-222-G TITLE SHEET N. ANDOVER, MA 01845 3. NATIONAL ELECTRIC CODE OR DIAL 811 PHONE (978) 557-5553 4. LOCAL BUILDING CODE SHEET NUMBER FAX: (978) 336-5586 5. CITY/COUNTY ORDINANCES 72 HOURS BEFORE YOU DIG T-1 PREPARED FOR: NOTES TO SUBCONTRACTOR: SPECIFICATIONS: GENERAL NOTES: 1. THE GENERAL SUBCONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS A. GENERAL B. WIRING/CONDUIT ` at&t AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE 1. COORDINATE LOCATION AND PROPER REQUIREMENTS OF ALL EQUIPMENT WITH AT&T MOBILITY 1. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR AS REQUIRED BY CODE SUCH - PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. THAT NO MORE THAN THE EQUIVALENT OF FOUR QUARTERS BENDS (360 DEGREES TOTAL) CONSTRUCTION PRACTICES. EXIST IN/ON CONDUIT RUN. 550 COCHITUATE ROAD 2. COORDINATE LOCATION AND REQUIREMENTS FOR ELECTRICAL SERVICE WITH THE PROPERTY FRAMINGHAM, MA 01701 2. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED REPRESENTATIVE, AT&T MOBILITY AND UTILITY COMPANIES. ROUTING OF CONDUITS MAY 2. ALL POWER AND CONTOL/INDICATION WIRE SHALL BE TYPE THHN/THWN 800 RATED 75 INSTALLATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL BE MODIFIED TO MEET SITE REQUIREMENTS. EXACT CONDUIT ROUTING TO BE DETERMINED DEGREES CELSIUS, UNLESS NOTED OTHERWISE. PREPARED FOR: TEMPORARY BRACING, SHORING,TIES, FORM WORK, ETC. IN ACCORDANCE IN THE FIELD. WITH ALL NATIONAL, STATE AND LOCAL ORDINANCES TO SAFELY EXECUTE 3. CONDUIT BENDS SHALL BE MADE IN ACCORDANCE WITH NEC TABLES 346-10. NO RIGHT ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE 3. ALL WIRING AND EQUIPMENT SHOWN ON ELECTRICAL SHEETS SHALL BE FURNISHED AND ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM IN SIDE SWEEPS i� -ftTe c lift IN ACCORDANCE WITH LOCAL CODES. INSTALLED UNDER ELECTRICAL PORTION OF CONTRACT UNLESS OTHERWISE NOTED. FOR ALL CONDUITS 2" OR LARGER. a E., 3. THE SUBCONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED 4. UNINTERRUPTED ELECTRICAL SERVICE FOR EXISTING EQUIPMENT SHALL BE MAINTAINED 4. POWER WIRING SIZE SHALL NOT BE SMALLER THAN #12 AWG. Network Solutions WORKMAN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE DURING THE INSTALLATION OF THE WORK DESCRIBED UNDER THESE DOCUMENTS. TEMPORARY NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE EQUIPMENT, CABLES AND WHATEVER ELSE IS NECESSARY SHALL BE PROVIDED AS REQUIRED 5. ALL WIRING SHALL BE COPPER. ALUMINUM WILL NOT BE ACCEPTABLE. ALL POWER CIRCUITS SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER TO MAINTAIN ELECTRICAL SERVICE. TEMPORARY SERVICE FACILITIES, IF REQUIRED AT SHALL CONTAIN A GROUND WIRE. PERFORMANCE OF THE WORK. ANY TIME, SHALL NOT BE DISCONNECTED OR REMOVED UNTIL NEW SERVICE EQUIPMENT IS IN PROPER OPERATION. IF ANY SERVICE OF SYSTEM MUST BE INTERRUPTED, THE 6. PHASE MARKINGS TO BE USED AT POWER CONDUCTOR TERMINATIONS. PREPARED FOR: 4. CONSTRUCTION SUBCONTRACTOR AGREES THAT IN ACCORDANCE WITH CONTRACTOR SHALL REQUEST PERMISSION IN WRITING STATING THE DATE, TIME, ETC. GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION THE SERVICE WILL BE INTERRUPTED AND THE AREAS AFFECTED. THE REQUEST SHALL BE SUBCONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE MADE IN SUFFICIENT TIME FOR PROPER ARRANGEMENTS TO BE MADE. WRITTEN PERMISSION 7. CONTRACTOR SHALL INSURE INTEGRITY IS MAINTAINED WHEN INSTALLING CONDUIT AND WIRING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SHALL BE OBTAINED FROM THE OWNER BEFORE INTERRUPTING ELECTRICAL SERVICE. 8. INSTALL PULL STRING IN ALL CONDUIT. CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY 5. COORDINATE NEW WORK WITH OTHER TRADE AND VERIFY EXISTING CONDITIONS TO AVOID CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND INTERFERENCE. IN CASE OF INTERFERENCE, AT&T MOBILITY'S REPRESENTATIVE WILL 9• FOR ROOFTOP INSTALLS AND BUILD-OUTS, CONDUITS INSIDE BUILDING AND ON ROOF SHALL [SLBA Vj CONSTRUCTION SUBCONTRACTOR FURTHER AGREES TO INDEMNIFY AND DECIDE WHICH WORK IS TO BE RELOCATED, REGARDLESS OF WHICH WAS FIRST INSTALLED. BE RGS. UNLESS OTHERWISE NOTED, FOR RAW LAND SITES AND CO-LOCATES, PVC SCHEDULE HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR 80 SHALL BE UTILIZED. UNLESS NOTED OTHERWISE. ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 6. THE INSTALLATION MUST COMPLY WITH NEC AND ALL FEDERAL, STATE AND LOCAL RULES AND REGULATIONS. 10. ALL WIRING ROUTED IN PLENUM TO BE PLENUM RATED OR IN METALLIC FLEX (LIQUIDTITE) PREPARED BY: 5. SITE GROUNDING SHALL COMPLY WITH AT&T MOBILITY WIRELESS SERVICES CONDUIT. TECHNICAL SPECIFICATIONS FOR FACILITY GROUNDING FOR CELL SITE 7• THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS STANDARDS, LATEST EDITION, AND COMPLY WITH NATIONAL AND LOCAL AND EQUIPMENTS UNLESS OTHERWISE DEFINED BY DIMENSIONS OR DETAILS. EXACT C. EQUIPMENT GROUND CODES ARE MORE STRINGENT, THEY SHALL GOVERN. EQUIPMENT LOCATIONS AND RACEWAY ROUTING SHALL BE GOVERNED BY ACTUAL FIELD Hudson CONDITIONS AND/OR DIRECTIONS FROM AT&T MOBILITY'S REPRESENTATIVE. 1. EQUIPMENT/PARTS CONNECTED TO EXISTING PANELS, DUCTS, ETC, SHALL MATCH THE 6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. CHARACTERISTICS (A/C.V.A) OF THAT EQUIPMENT. Design Groupuc PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING 8, CONTRACTOR SHALL PAY ALL PERMITS AND FEES REQUIRED. CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO 2. ALL ELECTRICAL EQUIPMENT OUTSIDE SHALL BE NEMA OR 311 RATED. FOUNDATION INSTALLATION. IF FAA LIGHTING AND MARKING IS PRESENT ON 9 ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE SITE AND IS POWERED BY ELECTRICAL SERVICE THAT IS TO BE WITH THE APPLICABLE SECTIONS OF THE STANDARDS REFERENCED BELOW. D. GROUNDING 1600 OSGOOD STREET INTERRUPTED, IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO MAINTAIN BUILDING 20 NORTH, SUITE 3090 THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) 1. ALL GROUND CONNECTIONS TO BUILD SHALL BE MADE USING TWO-HOLD CONNECTORS. N. ANDOVER, MA 01845 EVENT OF A PROBLEM. PROVIDE STAINLESS STEEL BOLTS AND LOCK WASHERS ON ALL MECHANICAL GROUND TEL: 978 557- 6. ASTM (AMERICAN SOCIETY FOR TESTING MATERIALS) CONNECTIONS. ) _ 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, C. ETL (ELECTRICAL TESTING LABORATORY) 2. ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE STRIPPED OF FAX' (9758 STATE AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE D. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) �� WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE E. ALL PAINT AND DIRT. CONNECTIONS TO VARIOUS METALS SHALL BE OF A TYPE AS TO NOT IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS) CAUSE A GALVANIC OR CORROSIVE REACTION. AREA SHALL BE REPAINTED FOLLOWING BONDING.' _;l CODE REQUIREMENTS. F. NBFU (NATIONAL BOARD OF FIRE UNDERWRITERS) )ANNE L E. G. NEXC (NATIONAL ELECTRICAL SAFETY CODE) 3. ANY METALLIC ITEM WITHIN 6' OF GROUND CONDUCTORS MUST BE CONNECTED TO THE 8. AND DAMAGE TO THE ADJACENT PROPERTIES WILL BE CORRECTED AT THE H. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) GROUNDING SYSTEM. Z 1r'Ivl;'1 SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDOWNER I. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) AND THE ENGINEER. 4. EXTERIOR, ABOVE GRADE GROUND CONNECTIONS SHALL BE FURNISHED WITH A LIBERAL ` J. UL (UNDERWRITERS LABORATORY) PROTECTIVE COATING OF ANTI-OXIDE COMPOUND. P`:t�._jl.liG(i 9. THE COMPLETED BID PACKAGE INCLUDES THREE CONSTRUCTION DRAWINGS 10. CONTRACTOR SHALL REVIEW PLANS, DETAILS AND SPECIFICATIONS IN DETAIL AND ADJUST ALONG WITH THE SPECIFICATIONS. SUBCONTRACTOR IS RESPONSIBLE FOR WORK TO CONFIRM WITH ACTUAL SITE CONDITIONS 50 THAT ELECTRICAL DEVISES AND 5. ALL MATERIALS AND LABOR REQUIRED FOR THE GROUNDING SYSTEM AS INDICATED ON THE �'C�•. REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. EQUIPMENT WILL BE PROPERLY LOCATED AND READILY ACCESSIBLE. QUANTITIES LISTED IN PLANS AND DETAILS, AND AS DESCRIBED HEREIN SHALL BE FURNISHED BY THIS CONTRACTOR ✓�F. `�'�����-���" ,,�� 10. SUBCONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN MATERIAL LISTS ON THE DRAWINGS ARE FOR INFORMATION ONLY. THE CONTRACTOR SHALL UNLESS OTHERWISE NOTED. CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. PROVIDE HIS OWN TAKEOFF FOR MATERIAL QUANTITY AND TYPES BASED ON ACTUAL SITE CONDITIONS. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS TO 6. EXACT LOCATION OF GROUND CONNECTION POINTS SHALL BE DETERMINED IN FIELD. ADJUST DRAWN BY: 11. THE SUBCONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE INSTALL EQUIPMENT FURNISHED BY AT&T MOBILITY OR ITS SUPPLIERS. ALL ITEMS NOT LOCATIONS INDICATED ON THE PLANS ACCORDING TO ACTUAL EQUIPMENT LOCATIONS TO KEEP CHECKED BY: KB ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE SPECIFICALLY MENTIONED HEREIN OR SHOWING ON THE CONTRACT DRAWINGS, BUT WHICH THE GROUND CONNECTION CABLES AS SHORT AS POSSIBLE. APPV'D: DPH MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE 10063415 INCLUDED. 7. PROVIDE ALL ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS AS REQUIRED BY THE CURRENT DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE EDITION OF THE NATIONAL ELECTRICAL CODE AND THE CURRENT EDITION OF THE NATIONAL SUBMITTALS SUBCONTRACTOR'S EXPENSE. 11. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING ELECTRICAL SAFETY CODE. BONDING JUMPERS WITH APPROVED GROUND FITTINGS SHALL BE (IN WRITING) AT&T MOBILITY'S REPRESENTATIVE OF ANY CONFLICTS PRIOR TO THE GROUND CONTINUITY WHERE REQUIRED BY CODE. DATE DESCRIPTION REV ISSUED BY 12. PERMITS: THE SUBCONTRACTOR SHALL RESPONSIBLE FOR OBTAINING SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF 11/18/13 ISSUED FOR CONSTRUCTION A SB CERTIFICATIONS, ETC. AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, 8. ALL EQUIPMENT GROUND CONDUCTORS SHALL BE TIN COATED, #2 AWG COPPER UNLESS NOTED UNLESS DIRECTED IN WRITING OTHERWISE. OTHERWISE ON THE DRAWINGS. 13. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES. SUBSTITUTIONS 12ALL FLOORS WHERE PENETRATIONS ARE REQUIRED IN BUILDING ARE TO BE CORE DRILLED E INSPECTION DOCUMENTATION . BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A AND THEN FIREPROOFED. CLEAN SET OF CONTRACT DRAWING WHICH SHALL BE TURNED OVER TO 1. THE CONTRACTOR, UPON COMPLETION OF HIS WORK SHALL PROVIDE AS-BUILT DRAWINGS THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. INFORMATION SHOULD BE GIVEN TO THE GENERAL CONTRACTOR FOR INCLUSION IN FINAL AS-BUILT SURVEY DOCUMENTS TO BE GIVEN TO THE OWNER. 14. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES ABOVE GROUND STRUCTURES AND/OR EXISTING UTILITIES BELIEVED TO BE IN THE 2. CONTRACTOR SHALL SUPPLY DOCUMENTATION ATTESTING TO THE COMPLETE GROUND SYSTEM'S WORKING AREA. IT IS THE RESPONSIBILITY OF THE SUBCONTRACTOR TO RESISTIVELY (MAX 5 OHMS) AT&T SITE NAME: VERIFY ALL UTILITIES. PIPELINES AND OTHER STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. THE SUBCONTRACTOR SHALL CONTACT IN 3. AN ELECTRICAL INSPECTION SHALL BY MADE BY AND INSPECTING AGENCY APPROVED BY AT&T NORTH ANDOVER CHESTNUT ST. INDIANA (811) OR (800) 382-5544 BEFORE DIGGING OR DRILLING ANY MOBILITY'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND OBTAIN DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SATISFACTION TOWER COMPANY APPROVAL. SITE ADDRESS: OF THE OWNER AND ENGINEER AT THE SUBCONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL HAVE ATS AND GENERATOR RELAY INSTALLATION AND CONNECTIONS 300 CHESTNUT STREET 15. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN INSPECTED BY OTHERS TO ENSURE THAT UL LISTING FOR THAT EQUIPMENT IS NOT VOIDED. ACCORDANCE WITH THE PROJECT SPECIFICATIONS. NORTH ANDOVER, MA 01845 16. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. FA NUMBER: 17. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THIS SITE 10063415 ON A DAILY BASIS. SHEET TITLE 18. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM DRAWINGS GENERAL NOTES PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHALL NOTIFY AT&T MOBILITY OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PRECEDING WITH CONSTRUCTION. SHEET NUMBER GN-1 ' PREPARED FOR: at&t 550 COCHITUATE ROAD FRAMINGHAM, MA 01701 PREPARED FOR: sqae%Tec Network Solutions PREPARED FOR: SBA Mj PREPARED BY: Hudson '. Design Groupuc 1600 OSGOOD STREET BUILDING 20 NORTH, SUITE 3090 N. ANDOVER, MA 01845 TEL: (978) 557- FAX: (97 . ,568 Drf•:IEL_ c c , ;, ... DRAWN BY: CHECKED KB " 4 APPROXIMATE LOCATION OF APPV'D: BY. DPH PROPOSED GENERATOR 10063415 .+. .' ON 4'—O"x8'-0" CONCRETE PAD WITHIN PROPOSED SUBMITTALS 4'—O"x8'—O" LEASE AREA DATE DESCRIPTION REV ISSUED BY -; 11/16/13 ISSUED FOR CONSTRUCTION A SB o a ....a " AT&T SITE NAME: NORTH ANDOVER CHESTNUT ST. SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 FA NUMBER: 10063415 SHEET TITLE APPROX. OVERALL SITE PLAN TRUE NORTH SITE INFORMATION OBTAINED SHEET NUMBER FROM MASSGISWEBSITE OVERALL SITE PLAN ACCESSED 11-18-13 GN-1 0 40' 80' 760' PREPARED FOR: NOTE: _ CONTRACTOR TO VERIFY EXISTING MUX LOCATION. IF MUX LOCATION IS OUTSIDE OF }�} AT&T EQUIPMENT AREA,CONTRACTOR IS TO FIELD VERIFY THE PRESENCE OF ` ` EMERGENCY BACK-UP SERVICE TO THE MUX.IF EMERGENCY BACK-UP SERVICE IS NOT PRESENT,CONTRACTOR IS TO ROUTE NEW SERVICE FROM AT&T EQUIPMENT AREA 550 COCHITUATE ROAD FRAMINGHAM, MA 01701 42'-4" PREPARED FOR: A a S. TAn c s Network Solutions f EXISTING MOBILE I PREPARED FOR: EQUIPMENT — TRAILER EXISTING } EQUIPMENT SHELTER EXISTING 152'-0" EXISTING GRAVEL T , i4s ~s 1 HIGH GUY TOWER ACCESSBANJ S DRIVE 4f ,c'wazin ,s . r EXISTING ICE BRIDGE ` .' ?'c ,c� 2 PREPARED BY' Y PGENERATOR CLEARAROPOSED (3'-0") Hudson ® . NCE 3.-0. p EXISTING ACCESS m r GATE Design GroupuC 0 PHOTO DETAIL PROPOSED GENERATOR LOCATION . H I I 2 sem` 1600 OSGOOD STREET EXISTING CSC BUILDING 20 NORTH, SUITE 3090 e' z CABINET N. ANDOVER, MA 01845 MII TEL: (978) 557— Ln PROPOSED GENERATOR H 4' "x8'-O" TE w FAX: (978 N ON -0 CONCRETE I I EXISTING METER F. I A-2 PAD WITHIN PROPOSEDct:s 0 4'-0"x8'-0" LEASE AREA ON H-FRAME DAM I EXISTING (12'-0"x20'-0') EXISTING WOOD S � _= � !'M'"' -{ AT&T LEASE AREA UTILITY POLE m ' V i U V PROPOSED 45'-0" I ~ O t- LONG CONDUIT RUN I z j FROM PROPOSED <` < E-2 GENERATOR TO PROPOSED I EXISTINGL v~i S,C/Up' ^ AT&T I I EXISTING TRANSFORMER v ,� ATS w DRAWN BY: EQUIPMENT EXISTING GPS CHECKED BY: KB SHELTER I I ANTENNAI APPV'D: DPH 10063415 EXISTING EXISTING CHAIN LINK FENCE SUBMITTALS VERIZON LEASE ` EQUIPMENT AREA 12'x30' 0 ON PLATFORM DATE DESCRIPTION REV ISSUED BY PER SBA 11/18/13 ISSUED FOR CONSTRUCTION A SB L_ AT&T SITE NAME: NORTH ANDOVER CHESTNUT ST. EXISTING CAMLOCK SITE ADDRESS: 300 CHESTNUT STREET PROPOSED AUTOMATIC TRANSFER SWITCH NORTH ANDOVER, MA 01845 MOUNTED ON PROPOSED H-FRAME APPROX. TRUE NORTH FA NUMBER: 10063415 � COMPOUND LAYOUT SHEET TITLE 0 4' 8' 16' COMPOUND LAYOUT SHEET NUMBER A-1 ' PREPARED FOR: 8'-0" MATERIALS LIST (FOR ONE CONCRETE PAD) N N #4 @ 12 j " O.C. 3/4" CHAMFER TOTAL BENDING DIAGRAM ^a^ Q� p QTY TOTAL WEIGHT TYPE ._. aw REQ'D. SIZE LENGTH (LBS) DIMENSION _ 20 1/2" 4 1/2" LONG WITH - "HILTI" A= 4 1/2" 550 COCHITUATE ROAD . `� . . 2 7/8" THREAD KWIK BOLT FRAMINGHAM, MA 01701 I Lj//j//j//j AN HORSION I A PREPARED FOR: o GROUNDING BOND \\LU //�//�/� � 12 #4 9'-9 1/2" 78 A= 9'-9 1/2" 4" THICK LAYER OF 3/4" DIA. SEE DETAIL 3/E-2 /�// / CRUSHED STONE BASE ON 18 #4 7'-9 1/2" 94 A= 7'-9 1/2" �a &%Te c 6' X 11' STUB-UP AREA UNDISTURBED EARTH. FINAL GRADE i SLOPE AWAY FROM CONCRETE. 4 #4 7'-9 3/8" 214 STRAIGHT q- 7'-g 3/8 A A THE "UNDISTURBED SOIL" BASE SHALL EXCAVATE AS REQUIRED TO REMOVE VEGETATION 6 #4 2'-7 1/2" 11 A= 2'-7 1/2" Network Solutions BE COMPACTED TO AT LEAST 90% & TOP SOIL. EXPOSE UNDISTURBED NATURAL EXISTING UNDISTURBED VIRGIN MODIFIED PROCTOR MAXIMUM DENSITY SUB GRADE. PLACE A MINIMUM OF 4" GRAVEL. SOIL OR COMPACTED FILL 4 #4 0'-5 5/8" 2 A= 0'-5 5/8" PER ASTM D 1557 METHOD C. GRAVEL SHALL PASS A ONE INCH SIEVE. PREPARED FOR: SECTION A-A STANDARD REBAR SIZES & WEIGHTS BAR NO I LBS PER FT.1 DIA. INCHES I GRADE 11 1/2" 11" 4 .6676 .500 60 8'- 0" SBA 9 1/2" cv "HILTI" KWIK BOLT 3 EXPANSION 3" � OUTLINE FOR GENERATOR� OVERHANG 9 1/2 \ HEAVY HEX NUT ANCHOR V 1 FLAT WASHER NOTE: —1— — \— —I— — — — GENERATOR 1. BOLTS CAN BE INSTALLED 2 DAYS PREPARED BY: AFTER POURING CONCRETE PROVIDED MOUNT PLATE N THE KWIK BOLTS ARE ONLY 00 Mj AC LOAD LEAD CONDUIT TIGHTENED TO A SNUG TIGHT 04 CONDITION. Hudson dso n .:.. CONNECTION POINTS I w a 2. APPLY "HILTI" HIT-RE 500-SD Design Groupuc M M I FOR CONTROL WIRES I �' o p EPDXY TO ALL GAPS TO PREVENT N •"" a,• M w WATER/MOISTURE BUILD-UP. �_ 1600 OSGOOD STREET BO CHOR CONCRETE w A I BOLT (SEE I A pqD ,,. n BUILDING 20 NORTH, SUITE 3090 DET L N. ANDOVER, MA 01845 c ... . co L — — — — — — — — — —— — — — — 9/16"DIA. TEL: (978) 557- FAX: (979- - b8., 4" 1'-10 1/2' 1'-10 1/2" 1'-10 1/2" N [ii f.lE' P. � > DETAIL A V4_ FOR REFERENCE. E-'%'f'/ir%1 i OVERALL LENGTH TO BE USED FOR ANCHOR BOLT LOCATION TYPICAL 4 PLACESINSTALLATION OF KWIK o,40 20 PLAN VIEW BOLT EXPANSION ANCHORS FOR 50KW GENERATORS. CONCRETE SLAB (GENERATOR FOUNDATION) DRAWN BY: CONCRETE AND REINFORCING STEEL NOTES: SOIL COMPACTION NOTES FOR SLAB ON GRADE: CHECKED BY: KB APPV'D: DPH 1. ALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE AMERICAN CONCRETE 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL, EXPOSE 10063415 INSTITUTE (ACI 318-95) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND UNDISTURBED NATURAL SUB GRADE AND PLACE CRUSHED STONE AS SUBMITTALS (ACI 301) STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE. ALL CONCRETE WORK REQUIRED. SHALL BE IN ACCORDANCE WITH THE ACIW301, ACIW318, ASTM A184 AND ASTM A185. DATE DESCRIPTION REV ISSUED BY 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN 11/18/13 ISSUED FOR CONSTRUCTION A SB 2. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI AT 28 DAYS CERTIFICATION BY A QUALIFIED GEO TECHNICAL OR ENGINEER IS WHEN TESTED IN ACCORDANCE WITH THE AMERICAN SOCIETY FOR TESTING AND MATERIALS ACCEPTABLE. METHODS STANDARDS ASTM C172, ASTM C31 AND ASTM C39 UNLESS NOTED OTHERWISE. 3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED THE "UNDISTURBED SOIL" BASE SHALL OTHERWISE. WELDING WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL FABRIC BE COMPACTED WITH COMPACTION EQUIPMENT", LISTED BELOW, TO UNLESS NOTE OTHERWISE.SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, AT LEAST 90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D UNLESS NOTED OTHERWISE. 1557 METHOD C. 4. DETAILING SHALL BE ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE OF DETAILING 4. COMPACTED SUB BASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" REINFORCED CONCRETE STRUCTURES (ACI STD-315-92). MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE AT&T SITE NAME: COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH NORTH ANDOVER CHESTNUT ST. 5. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4" IN ACCORDANCE WITH ACI 301 SECTION 100% PASSING 1" SIEVE. 4.2.2 UNLESS OTHERWISE NOTED. 5. AS AN ALTERNATIVE TO ITEMS 2 AND 3 PROOF ROLL THE SUB GRADE SITE ADDRESS: 6. REINFORCING STEEL SHALL BE IN ACCURATELY PLACED AND ADEQUATELY SECURED IN SOILS WITH 5 PASSES OF A MEDIUM SIZED VIBRATORY PLATE 300 CHESTNUT STREET POSITION. LOCATION OF REINFORCEMENT SHALL BE INDICATED ON THE DRAWINGS. CONCRETE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND-OPERATED SINGLE NORTH ANDOVER, MA 01845 COVER SHALL BE 3" MINIMUM. DRUM VIBRATORY ROLLER (SUCH AS BOMAG BW 55E). ANY SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED 7. TOP OF FOUNDATION TO HAVE A "BRUSH FINISH". WITH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE. DESIGN FA NUMBER: 8. EXPOSED FINISHED SURFACE IS NOT TO HOLD WATER, 1. MAXIMUM DESIGN BASIC WIND SPEED(3-SECOND GUST) : 10063415 COMPACTION EQUIPMENT: 9. ALL SURFACES ARE TO BE CLEANED OF ANY RESIDUAL CONCRETE FROM SPLASHING OR 135 MPH FOR GENERATOR MODELS SD050 AND SD080. SHEET TITLE SPILLS. 1. HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, 115 MPH FOR GENERATOR MODELS SD130 AND SD150. FOUNDATION DETAILS VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. SHEET NUMBER 4' X 8' POURED IN PLACE GENERATOR PAD A-2 ' GENERAL NOTES: PREPARED FOR: SOKW GENERATOR 1. FOR ACTUAL ORIENTATION OF GENERATOR, SHELTER, FENCE, , t y (1)-2" CONDUIT (3-#500 KCM TOWER & U/G POWER/ TELCO CONDUITS, SEE DRAWING C-1. �) ^�T�T 221 AND 1-#6 GND. GEN. SERVICE LEGEND: (rI` ` — — — — — — — LOAD) 2. VERIFY QTY. LENGTH, TYPE & CONFIGURATION OF GROUND O — CABLE & CONDUIT SIZE/RUN LENGTHS (RL) RODS TO ENSURE SYSTEM PROVIDES GROUND RESISTANCE OF • CADWELD TYPE CONNECTION (1)-1" CONDUIT (1 PR. 12 GA. FOR 1 5 OHMS OR LESS. ■ 550 NGHAMCOCHIUATE ROAD COMPRESSION TYPE CONNECTION FRAMINGHAM, MA 01701 GENERATOR START/STOP CIRCUIT RL UP TO 100' 3 #3/0 AWG, 2" C 3. ONE TEST WELL SHALL BE PROVIDED BETWEEN THE TOWER — _[_ 100'< RL<=500' 3 #500 KCM, 3" C GROUND LOOP AND EQUIPMENT GROUND LOOP —NEW GROUNDING PREPARED FOR: 500'< RL<=1000' 3 #750 KCM, 4" C qmm a i e I � � Network Solutions I I i PROPOSED AUTOMATIC I - - - --� TRANSFER SWITCH PREPARED FOR: (1)-1" CONDUIT (6 PR._ CAT-5 ALARM CABLE) I I I EXISTING 200A FUSED (1)-1" CONDUIT (2-10 ( DISCONNECT SWITCH EXISTING FENCE �) { SBAMJ GA. AND 1-10 GA. GND. LINE GROUND RING ' FOR BATTERY CHARGER & BLOCK HEATER °) (.' EXTEND #2 AWG BARE CIRCUIT) I I { {1' TINNED GROUND WIRE PREPARED BY: (EXTERIOR) I I FROM PROPOSED GROUND RINTo FS-8 (INTERIOR) I I I II { {, MING 2 PLACESATOR. NOTE: Hudson ® y-v CONTRACTOR TO VERIFY EXISTING MUX LOCATION. L — — — — — PROPOSED GROUND ROD Design Groupu.0 _ IF MUX LOCATION IS OUTSIDE OF AT&T EQUIPMENT W/ INSPECTION PORT AREA, CONTRACTOR IS TO FIELD VERIFY THE PRESENCE OF EMERGENCY BACK-UP SERVICE TO THE ADDITIONAL GROUND MUX. IF EMERGENCY BACK-UP SERVICE I5 NOT RODS AS REQUIRED PRESENT, CONTRACTOR IS TO ROUTE NEW SERVICE / SPACED AT 25' MAX 1600 OSGOOD STREET FROM AT&T EQUIPMENT AREA. CADWELD TO EXISTING BGR BUILDING GROUNDING PLAN 4-- N. ANDOVER, MA 01845 TEL: (978) 557— EXISTING EXISTING AC EXISTING �/ 2 SCALE. NTS FAX: (97 -, 8 TELCO BOARD PANEL EXTEND #2 AWG BARE P,r (IN SHELTER) (IN SHELTER) TINNED GROUND WIRE FROM PROPOSED RING TO GENERATOR. AT&T GENERATOR ALARM BLOCK n.a ,i r'. ; ELECTRICAL RISER DIAGRAM MIN. 2 PLACES scuE: Mrso NOTES: Pa:>.1U-720 1. ALL ALARM WIRING SHALL BE 18 AWG STRAND (MULTI- COLORED) INSULATION. NON-SHEILDED CABLE rr FIRE ALARM 2, ALL CONTACTS FOR ALARM SHALL BE NORMALLY CLOSED DRAWN BY: HIGH TEMP CHECKED BY: KB FEEDER SIZING CHART FOR GENERATOR 3. EXTEND/ADD TERMINAL BLOCKS AS REQUIRED LOW TEMP APPV'D: DPH PROIFCT Nn' 10063415 HIGH HUMIDITY Fr A/C 1 FAIL SUBMITTALS SIZE OF INLINE PRIME RATING FEEDER SIZES FROM GEN DATE DESCRIPTION REV ISSUED BY BREAKER (AT MAIN BREAKER SIZE SERVING ANCHOR TENANT: SET BREAKER TO ATS. A/C 2 FAIL GEN SET SIZE VOLTS-PHASE KW-AMPS GERERATOR) SECOND H.V.A.C. RUNNING 11/18/13 ISSUED FOR CONSTRUCTION A 58 SURGE SUPRESSION 50 KW 120/240V - 1-PH 48KW - 200A 200A 200A 2-P C/B INTEGRAL TO GEN SET. 3#3/0, 1#6G, IN 2"C LOSS OF COMMERCIAL POWER A/C TRANSFER NOTES: GENERATOR RUNNING GENERATOR FAILURE 1. SERVICE VOLTAGE IS 120/240 1-PHASE, AND SERVICE SIZES ARE TYPICAL 220A. LOW FUEL 2. AUTOMATIC TRANSFER SWITCH (ATS) ARE 200A, 2-POLES, 120/240V 1-PHASE WITH SOLID NEUTRAL. AT&T SITE NAME: 3. ALL EXTERIOR ELECTRICAL EQUIPMENT IS NEMA 311 RATED. OVER CRANK 4. THE GENERATOR ELECTRICAL LOADS ARE ADEQUATE FOR THE CONNECTED LOADS. NORTH ANDOVER CHESTNUT ST. 5. ALL EQUIPMENT FURNISHED SHALL BE PROVIDED WITH EQUIPMENT RATED TO WITHSTAND FAULT CURRENT AVAILABLE AT PROJECT SITE. HIGH TEMP GEN. 6. ALL WIRE AND PANEL BUSSING SHALL BE COPPER UNLESS ALLOWED ELSEWHERE IN THIS DOCUMENT SET, WIRE SIZES ARE BASED ON COPPER. LOW OIL PRESS. SITE ADDRESS: 7. ALL WORK SHALL CONFORM WITH THE CURRENT VERSION OF THE NEC AND ALL OTHER APPLICABLE CODES. 8. FIRST OVER-CURRENT PROTECTION DEVICE IS INTEGRAL TO GENERATOR . FEEDER SIZES INDICATED IN TABLE ABOVE ARE DOWNSTREAM OF LOW COOLANT 300 CHESTNUT STREET THE FIRST OVER-CURRENT PROTECTION DEVICE. OVER SPEED NORTH ANDOVER, MA 01845 9. INLINE BREAKER AT GENERATOR IS FACTORY INSTALLED, AND IS THE MANUFACTURERS RECOMMENDED SIZE. LOW WATER TEMP. FA NUMBER: Hi F 10063415 SHEET TITLE SINGLE LINE DIAGRAM 1 2 3 0 S 6 ) 6 9 30 11 12 13 14 1S 16 12 16 19 20 21 E2 E3 24 ZS 25 22 26 29 30 31 32 33 34 3S 36 37 36 39 & GROUNDING 3 GENERATOR SET SIZING CHART 4 ALLAERM AND CONTROL WIRING WIRING sHEEE NIUMBER scALE Nrs I GRADE OR: F NOTES, � CONTRACTOR TO HAND DIG ALL NEW TRENCHES 8(� INSIDE COMPOUND. a 2• SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS. FRARAMINGHAMGHAM,UATE ROAD MA 01701 PREPARED FOR: STe c GROUND WIRE, MATERIAL ANDMATCH SFINISHUGRADE SIZE AS NOTED AND STONE AS RFACE TRENCH REPLACE GEOFABRIC AI`" S A PLANS REQUIRED Network CAPLANS 7 TYPE Gy OR GT - _ PREPARED FOR: -- UNDISTURBED SOIL iv COMPACTED BACKFILL GROUND ROD,COPPERWELD BACKFILL (SAND OR NATIVE SOIL) S13A NOTE: 5/8"0 X 10'-0" LONG 1" SCH. 80 PVC UTILITY WARNING TAPE GROUND ROD SHALL BE DRIVEN VERTICALLY, (ALARM CIRCUIT) TO EXCEED 35 DEGREES FROM THE VERTICAL PREPARED BY: NOT 2" SCH 80 PVC 2" SCH. $0 PVC (START/STOP CIRCUIT) CHEATER & BATTERY CHARGER) REFER SIZING CHART GONESHEET ETOR E1 6" MIN. FROM PIPE TO TRENCH FACEuds®n Design Groupuc D CGROUND ROD DETAIL 2" MIN. TO SECONDARY ELECTRIC SCAB Nn 1600 OSGOOD STREET BUILDING 20 NORTH, SUITE 3090 OTE: N. ANDOVER, MA 01845 1• CONNECTION SHALL BE 2 TRENCH DETAIL TEL: (978) 557- COVERED BY NO LESS SCALE: NTS FAX: (97 r�r8:9 THAN 2' OF CONCRETE. 2. ATTEMPT TO MAKE CRUSHED GRAVEL MALE SCREW COVER W/ TEFLON LUBRICANT t` �'' '• CONNECTION TO A 6'-0" FINISHED GRADE (NATURAL EARTH RUN OF REBAR OR GREATER. COVER) 3• APPLY HEAT SHRINK OR 8 0 X 42" PVC SLOTTED �V.. TEST ELECTRICAL TAPE AROUND WELL PIPE a fdo.4Ci;)l.) THE CONDUCTOR TO AVOID CORROSION. ENLARGED DETAILj\ \\\//\' \ DRAWN BY; PROPOSED FOUNDATION \ \/\\/ \\�\ #2 AWG BARE TINNED CHECKED BY: Kg UL- REBAR \� \�\ I I \�\\/\/ SOLID COPPER WIREAPPV'D: GROUND RING DPH \\ 41 a ENLARGED DETAIL \ / /\ ROD SUBGROUND RING SUB10063MITTALS a a PTO 5 PROPOSED UL-APPROVED \ \\ TO ROD 2-BOLT PARALLEL DATE\ \\ CONDUIT ENDCAP DESCRIPTION REV ISSUED By CONNECTOR 11/18/13 ISSUED FOR CONSTRUCTION A d O a• (OR OTHER 1 UE O Q APPROVED CONNECTION) 0 — G D C' EQUIPMENT PAD v FOUNDATION a 2 DIA. HOLE DRILLED � FOR GROUND RING BOTH SIDES p Q #2 AWG BARE TINNED #2 AW d SOLID COPPER WIRE G BARE TINNED 41iii ilill!'II,VPi BONDED TO BGR SOLID COPPER WIRE 4" TO 6" OF LOOSE AT&T SITE NAME: GROUND RING CRUSHED GRAVEL BELOW 24 RADIUS (MIN) NORTH ANDOVER CHESTNUT ST. 5/8"0 X 10' WELD. WELD SHALL LONG GROUND ROD REMAIN VISIBLE PVC CONDUIT SITE ADDRESS: (SIZES SHOWN ON PLAN)) 300 CHESTNUT STREET EQUIPMENT PAD GROUNDING, NOTE: CTYP. OF 4) NORTH ANDOVER, MA 01845 3 scALE ONE TEST WELL SHALL BE NiS PROVIDED BETWEEN THE TOWER GROUND LOOP AND THE G ROUND ROD FA NUMBER: 4 EQUIPMENT GROUND LOOP TEST WELL DETAIL 10063415 SCALE: NTS )—EVACONDUIT SWEEP DETAIL SHEET TITLE N� ELECTRICAL & COMPOUND DETAILS SHEET NUMBER E-2 PREPARED FOR: at&t 550 COCHITUATE ROAD FRAMINGHAM, MA 01701 PREPARED FOR: 072534-ATT 1930.1 [76'] 1820 RE('OIMEND�EI,E�NCAI STUB-UPS f EW iltl� ��. ON 4 &M% r%T e c �� C7L7.7 194V 680 C49.27 MOUNTING HOLES AC LOADLEAD CONDUIT GLAND AREA p Network Solutions [948'] 110 [26.87 4 PER SIDE 14.37 X1/2- 1)LOW VOLTAGE CUSTOMER a CONNECTION 00%FOR OTBLOCKR 1� C OpC .ANDDOTIHER S EE 9TPREPARED FOR: ry 8761 839 2)TRANSFER SIRTCH/ B %5 [34,57 133'1 i B 387 COMMUNICATION CONaXTS C387 BASE I![LT 1 [1327 633.1 C OMMINACATKNS AND 2-WIRE FRAME CENT17tS I24.9'I START MUST NOT BE RW/IN CnrDulr W11H AC 1WmNa A A 1817 "\A// 4L1 [SOB A Vj [1b'7 �I I` LOW VOLTAGE 366 NOTES, PREPARED BY: R440 CUSTOMER CONNECTION 319.9 CL47 1. THE LEFT SIDE OF THE GENERATOR IS SERVICE ACCESSIBLE. ER17.3'7 TYP IIID(OEM 3) [12b7 2 10 AMP BATTERY CHARGER ENCLOSED M14N CONTROL PANEL. OOTE r. 3. CONNECTION POINTS FOR CONTROL WIRES.BOTTOM OF Low YOLTAGE .. TOP VIEW BOTTOM VIEW PAD LAYOUT CUSTOMER CONNECTION BOX HAS KNOCKOUTS FOR 1/2-AND u �`® 3/4-CONDUIT FITTING& 2407 [%5 4. GENERATOR MUST BE GROUNDED. Design GroupU.0 (94.1r] OVQtMl a 12 VOLT NEGATIVE GROUND SYSTEM. OVERALL LL U]IGTH Vim 6, OPTIONAL REMOTE EMERGENCY STOP SHIPPED LOOSE WITH GENERATOR. 7. MAIN UNE CIRCUIT BREAKER(MLCB),AC LOAD LEAD CONNECTION AND 55) ARC INTAKE AUXILIARY 720/240V CONNECTnIaONN 1600 OSGOOD STREET y a LEVEL 2A SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR IT 9. DOORSMUST BE ABLE TO OPEN 80 DEG.TO BE REMOVED. BUILDING 20 NORTH, SUITE 3090 NR DOORS ARE LOCATED ON THE LEFT SIDE OF THE GENERATOR ONLY. N. ANDOVER, MA 01845 SEEmNOIE 16 10.STUB-UPS BASE TANK REQUIRES ALL SNB-UPS TO BE IN THE REAR TEL: (978) 557- TANK SNB-UP AREA. FAX: (978 -; b8 (XINn PANEL 11.'A'IS THE STUB UP AREA FOR THE MLC8 AND NEUTRAL CONNECTION. l� 2J 12 SEE DRA+AINC OC3850 FOR DUCT ROAOVAL REMOVAL OF F720NT �\���.` `�<` I"VDLTMB I DUCT WILL PROVIDE ACCESS TO MUFFLER. IDX CIISTEMIER CINWCTI[N 13.12DVAC ENGINE BLOCK HEATER D-AI' REL E. 74.210 GALLON USEABLE CAPACITY BASETANK STANDARD WITH GENERATORor ILC!CUTE 7) ISSN 15.MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST.SEE SPEC ® 061.1'1 SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. 16.MUST ALLOW FREE FLOW OF INTAKE AIR SEE SPEC SHIFT FOR MINIMUM �- AIR FLOW AND MAXIMUM RESTRICTION REQUI EMENM 717.R 15 THE FESPONSSILITY OF THE NSTALLATION TECHNICIAN TO ENSURE I' O.`^L1 20' 251b THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE CODES,STANDARDS.AND REGULATIONS. ��- tERA ,4 qC OVERALL a F a . IEI(iCT a a ------ - - --- - - 1581 --'--- _ i l i [623'7 I ilt I I I CHECKED BY: KB Ell I I t I WFJ(i17 DATA(MOLLIES WOODEN SHIPPING SCID) t I iii 1 !iii j i i ENCLOSED GENERATOR WITH EMPTY FUEL TANK-1700k0(3750 Ibs) IPPV'D: DPH 965 (l n 1 I t H p 10063415 E3Sqt I F u t . LIFTING BRACKETS 11 It t t 1 I TA I I I 11 1 40 X 60 SLOT j= 1 I UNITS: mm[INCHES] i --- - 1 TANK [1 S6 X 236'] '1 t- 1 -� I =_ , SUBMITTALS 'i sum- ) 11 AREA (4�� it 11 1 1 I I DATE DESCRIPTION REV ISSUED BV -- - ==-- -'L= I 11/18/13 ISSUED FOR CONSTRUCTION A 56 I 1930 [421067 I►- 7 L 67C. CENTER OF GRAVITY [3437 C76E76' .1 p� REAR VIEW RIGHT SIDE VIEW TAW LENGTH LEFT SIDE VIEW aaow AUDI vmm IIUn rw mama cr 11R MAvsa mmffnm W H aw; M INSTALLATION D4t5L G17 50KW IVIG Dross WRIT=mm f IF MARC AI,ER rfum AT&T SITE NAME: © Ii1C3WPOE!*ftMdM ENCLOSED LEVEL 2A P.D. Box 8 WAUKESHA, NIS. 33187 NORTH ANDOVER CHESTNUT ST. FILE OJ2534—ATT,DWG SIB SITE ADDRESS: Dui� NTS 0060720 mv NOROTH ANDOVER, STREET 01845 OJ2534-ATT 11A FA NUMBER: 10063415 SHEET TITLE GENERATOR DETAILS GENERATOR DETAILS scALE: Mrs SHEET NUMBER M-1 i 1 PREPARED FOR: BACKUP POWER PROD ECT at&t at&t 550 COCHITUATE ROAD FRAMINGHAMNGHAM, MA 01701 PREPARED FOR: AT&T SITE NAME : SITE ADDRESS : FA #: 10063415 ag a sTe c NORTH ANDOVER 300 CHESTNUT STREET Network Solutions NORTH ANDOVER, CHESTNUT S T . MA 01845 PREPARED FOR: LANDLORD APPROVAL: SIGNATURE DATE IS B A AT&T PROJECT MANAGER APPROVAL: PREPARED BY: SITE SUMMARY SITE TYPE: CO-LOCATION SIGNATURE DATE TOWER TYPE: GUY TOWER Hudson TYPE OF OCCUPANCY: TELECOMMUNICATIONS Md5T2C CONSTRUCTION MANAGER APPROVAL: DASIgn GrOUpuc TOWER LATITUDE: 42° 40' 8.148 (N42.66893°) TOWER LONGITUDE: -71° 06' 31.68 (W-71.1088°) 1600 OSGOOD STREET SIGNATURE DATE BUILDING 20 NORTH, SUITE 3090 N. ANDOVER, MA 01845 ZONING JURISDICTION: TOWN OF NORTH ANDOVER TEL: (978) 557- COUNTY ESSEX VICINITY MAP LOCAL MAPFAX: (97 s SHEET INDEX '*i a• �' �� c wauR1ua+�, SHEET REV. REVISION DANIEL P. "� _ F aan? DESCRIPTION: v t ,z3 r'1 �' oRe c a Y NO: NO. DATE o n POWER COMPANY: NATIONAL GRID �+ a "` i ® dr II y 4 4n M CUSTOMER SERVICE CENTER � � rih 8' c«rw+*..a ., N tt rr� 'y �IV�/'/V P.O. BOX 960 a 1 +� P *,y«,� T-1 TITLE SHEET A 11-18-13 • - NORTHBOROUGH, MA 01532v Rn04 (800)-322-3223 4 `~� S ~ ^ GN-1 GENERAL NOTES A 11-18-13 No.4720 s ryu Srrapma 2, ,� _ TELEPHONE COMPANY: VERIZON AM ouN C-1 OVERALL SITE PLAN A 11-18-13 °� �F 185 FRANKLIN STREET �Fy „ys, a Me A �3 a ` r Q� /S�E� "P �` i A-1 COMPOUND LAYOUT A 11-18-13 �A� SUITE 200 y BOSTON, MA 02110 E�' e..m� - DRAWN BY: (800)-244-3737) �} r s, A-2 FOUNDATION DETAILS A 11-18-13 iss M vN ! ++. S E CHECKED BY: KB e'� APPY D: DPH E-1 SINGLE LINE DIAGRAM & GROUNDING A 11-18-13 Tt �,•4 t ftwo .as9n.q 10063415 PROJECT SUMMARY 4 t ' a ,b ' "w� ,► J M w0d E-2 ELECTRICAL & COMPOUND DETAILS A 11-18-13 SUBMITTALS ` + 1t `- / t ' " nut 1� ¢ / M-1 MECHANICAL DETAILS A 11-18-13 DATE DESCRIPTION REV ISSUED BY TOWER OWNER: SBA PROPERTIES, LLC s < + ..oKa 11/18/13 ISSUED FOR CONSTRUCTION A SB 5900 BROKEN SOUND PKWY NW j ar'dazp°m rn 11f wya„� y BOCA RATON, FL 33487 3 (800) 487-7483 DIRECTIONS TO THE SITE DIRECTIONS: SBA SITE NUMBER: MA01085 SBA SITE NAME: NORTH ANDOVER 495 N TO EXIT 42A RT. 114 EAST MIDDLETON FOLLOW FOR APPROX 1 MILE TAKE A LEFT ONTO PETERS ST. FOLLOW 7/10TH OF A MILE TAKE A RT ONTO CHESTNUT ST.FOLLOW G E N E RAL NOTE S CHESTNUT FOR 6/10TH OF A MILE. TAKE A LEFT, STAYING ON CHESTNUT. SITE ENTRANCE IS @ #300 ON YOUR LEFT (2ND DRIVEWAY ON YOUR LEFT AFTER GREENWOOD EAST LN.) PROJECT MANAGER: MASTEC NETWORK SOLUTIONS FOLLOW DRIVEWAY UP THEN BEAR RIGHT ON DIRT ACCESS RD. TILL YOU COME TO THE SITE. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, THEREFORE HANDICAP ACCESS IS NOT REQUIRED. A TECHNICIAN AT&T SITE NAME: 3800 GATEWAY CENTRE BLVD, SUITE 311 WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. NORTH ANDOVER CHESTNUT ST. MORRISVILLE, NC 27560 THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE WALTER A MCOWAN OR EFFECT ON DRAINAGE. NO SANITARY SEWER SERVICE, PORTABLE SITE ADDRESS: PHONE (919)-535-6040 WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL CODE COMPLIANCE SIGNAGE IS PROPOSED. 300 CHESTNUT STREET APPLICANT: AT&T MOBILITY CORP NORTH ANDOVER, MA 01845 550 COCHITUATE ROAD ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING UNDERGROUND FRAMINGHAM, MA 01701 AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT FA NUMBER: CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: SERVICE ALERT 10063415 SITE DESIGN: HUDSON DESIGN GROUP, LLC 1600 OSGOOD STREET 1. MASSACHUSETTS BUILDING CODE 1-$$$-DIG-SAFE � � • SHEET TITLE BUILDING 20 NORTH, SUITE 3090 2. ANSI/TIA/EIA-222-G TITLE SHEET N. ANDOVER, MA 01845 3. NATIONAL ELECTRIC CODE OR DIAL 811 PHONE (978) 557-5553 4. LOCAL BUILDING CODE SHEET NUMBER FAX: (978) 336-5586 5. CITY/COUNTY ORDINANCES �2 HOURS BEFORE YOU DIG T-1 • PREPARED FOR: NOTES TO SUBCONTRACTOR: SPECIFICATIONS: GENERAL NOTES: 1. THE GENERAL SUBCONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS A. GENERAL B. WIRING/CONDUIT V� at&t AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE `t RESOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE 1. COORDINATE LOCATION AND PROPER REQUIREMENTS OF ALL EQUIPMENT WITH AT&T MOBILITY 1. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR AS REQUIRED BY CODE SUCH .��. PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. THAT NO MORE THAN THE EQUIVALENT OF FOUR QUARTERS BENDS (360 DEGREES TOTAL) 550 COCHITUATE ROAD CONSTRUCTION PRACTICES. EXIST IN/ON CONDUIT RUN. 2. COORDINATE LOCATION AND REQUIREMENTS FOR ELECTRICAL SERVICE WITH THE PROPERTY FRAMINGHAM, MA 01701 2. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED REPRESENTATIVE, AT&T MOBILITY AND UTILITY COMPANIES. ROUTING OF CONDUITS MAY 2, ALL POWER AND CONTOL/INDICATION WIRE SHALL BE TYPE THHN/THWN 800 RATED 75 INSTALLATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL BE MODIFIED TO MEET SITE REQUIREMENTS. EXACT CONDUIT ROUTING TO BE DETERMINED DEGREES CELSIUS, UNLESS NOTED OTHERWISE. PREPARED FOR: TEMPORARY BRACING, SHORING,TIES, FORM WORK, ETC. IN ACCORDANCE IN THE FIELD. WITH ALL NATIONAL, STATE AND LOCAL ORDINANCES TO SAFELY EXECUTE 3. CONDUIT BENDS SHALL BE MADE IN ACCORDANCE WITH NEC TABLES 346-10. NO RIGHT ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE 3. ALL WIRING AND EQUIPMENT SHOWN ON ELECTRICAL SHEETS SHALL BE FURNISHED AND ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM IN SIDE SWEEPS A a e%T--% c IN ACCORDANCE WITH LOCAL CODES. INSTALLED UNDER ELECTRICAL PORTION OF CONTRACT UNLESS OTHERWISE NOTED. FOR ALL CONDUITS 2" OR LARGER. �y 3. THE SUBCONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED 4. UNINTERRUPTED ELECTRICAL SERVICE FOR EXISTING EQUIPMENT SHALL BE MAINTAINED 4. POWER WIRING SIZE SHALL NOT BE SMALLER THAN #12 AWG. Network Solutions WORKMAN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE DURING THE INSTALLATION OF THE WORK DESCRIBED UNDER THESE DOCUMENTS. TEMPORARY NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE EQUIPMENT, CABLES AND WHATEVER ELSE IS NECESSARY SHALL BE PROVIDED AS REQUIRED 5. ALL WIRING SHALL BE COPPER. ALUMINUM WILL NOT BE ACCEPTABLE. ALL POWER CIRCUITS SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER TO MAINTAIN ELECTRICAL SERVICE. TEMPORARY SERVICE FACILITIES, IF REQUIRED AT SHALL CONTAIN A GROUND WIRE. PERFORMANCE OF THE WORK. ANY TIME, SHALL NOT BE DISCONNECTED OR REMOVED UNTIL NEW SERVICE EQUIPMENT IS IN PROPER OPERATION. IF ANY SERVICE OF SYSTEM MUST BE INTERRUPTED, THE 6. PHASE MARKINGS TO BE USED AT POWER CONDUCTOR TERMINATIONS. PREPARED FOR: 4. CONSTRUCTION SUBCONTRACTOR AGREES THAT IN ACCORDANCE WITH CONTRACTOR SHALL REQUEST PERMISSION IN WRITING STATING THE DATE, TIME, ETC. GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION THE SERVICE WILL BE INTERRUPTED AND THE AREAS AFFECTED. THE REQUEST SHALL BE SUBCONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE MADE IN SUFFICIENT TIME FOR PROPER ARRANGEMENTS TO BE MADE. WRITTEN PERMISSION 7• CONTRACTOR SHALL INSURE INTEGRITY IS MAINTAINED WHEN INSTALLING CONDUIT AND WIRING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SHALL BE OBTAINED FROM THE OWNER BEFORE INTERRUPTING ELECTRICAL SERVICE. CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS 8. INSTALL PULL STRING IN ALL CONDUIT. AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY 5. COORDINATE NEW WORK WITH OTHER TRADE AND VERIFY EXISTING CONDITIONS TO AVOID CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND INTERFERENCE. IN CASE OF INTERFERENCE, AT&T MOBILITY'S REPRESENTATIVE WILL 9• FOR ROOFTOP INSTALLS AND BUILD-OUTS, CONDUITS INSIDE BUILDING AND ON ROOF SHALL (SBAID) CONSTRUCTION SUBCONTRACTOR FURTHER AGREES TO INDEMNIFY AND DECIDE WHICH WORK IS TO BE RELOCATED, REGARDLESS OF WHICH WAS FIRST INSTALLED. BE RGS. UNLESS OTHERWISE NOTED, FOR RAW LAND SITES AND CO-LOCATES, PVC SCHEDULE HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR 80 SHALL BE UTILIZED. UNLESS NOTED OTHERWISE. ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 6. THE INSTALLATION MUST COMPLY WITH NEC AND ALL FEDERAL, STATE AND LOCAL RULES AND REGULATIONS. 10. ALL WIRING ROUTED IN PLENUM TO BE PLENUM RATED OR IN METALLIC FLEX (LIQUIDTITE) PREPARED BY: 5. SITE GROUNDING SHALL COMPLY WITH AT&T MOBILITY WIRELESS SERVICES CONDUIT. TECHNICAL SPECIFICATIONS FOR FACILITY GROUNDING FOR CELL SITE 7, THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS STANDARDS, LATEST EDITION, AND COMPLY WITH NATIONAL AND LOCAL AND EQUIPMENTS UNLESS OTHERWISE DEFINED BY DIMENSIONS OR DETAILS. EXACT C. EQUIPMENT GROUND CODES ARE MORE STRINGENT, THEY SHALL GOVERN. EQUIPMENT LOCATIONS AND RACEWAY ROUTING SHALL BE GOVERNED BY ACTUAL FIELD ��®/1 CONDITIONS AND/OR DIRECTIONS FROM AT&T MOBILITY'S REPRESENTATIVE. 1. EQUIPMENT/PARTS CONNECTED TO EXISTING PANELS, DUCTS, ETC, SHALL MATCH THE � 6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. CHARACTERISTICS (A/C.V.A) OF THAT EQUIPMENT. Design GroUpLLC PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING 8, CONTRACTOR SHALL PAY ALL PERMITS AND FEES REQUIRED. CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO 2. ALL ELECTRICAL EQUIPMENT OUTSIDE SHALL BE NEMA OR 3R RATED. FOUNDATION INSTALLATION. IF FAA LIGHTING AND MARKING IS PRESENT ON 9 ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE SITE AND IS POWERED BY ELECTRICAL SERVICE THAT IS TO BE WITH THE APPLICABLE SECTIONS OF THE STANDARDS REFERENCED BELOW. D. GROUNDING 1600 OSGOOD STREET INTERRUPTED, IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO MAINTAIN BUILDING 20 NORTH, SUITE 3090 THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) 1. ALL GROUND CONNECTIONS TO BUILD SHALL BE MADE USING TWO-HOLD CONNECTORS. N. ANDOVER, MA 01845 EVENT OF A PROBLEM. B. ASTM (AMERICAN SOCIETY FOR TESTING MATERIALS) PROVIDE STAINLESS STEEL BOLTS AND LOCK WASHERS ON ALL MECHANICAL GROUND TEL: 978 557- CONNECTIONS. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, C. ETL (ELECTRICAL TESTING LABORATORY) FAX: (97 X568,.1 2. ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE STRIPPED OF STATE AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE D. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) ALL PAINT AND DIRT. CONNECTIONS TO VARIOUS METALS SHALL BE OF A TYPE AS TO NOT WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE E. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS) CAUSE A GALVANIC OR CORROSIVE REACTION. AREA SHALL BE REPAINTED FOLLOWING BONDING. �`�✓ ti CODE REQUIREMENTS. F. NBFU (NATIONAL BOARD OF FIRE UNDERWRITERS) i ^' h C.Fii�': . ill. G. NEXC (NATIONAL ELECTRICAL SAFETY CODE) 3. ANY METALLIC ITEM WITHIN 6' OF GROUND CONDUCTORS MUST BE CONNECTED TO THE . i 8. AND DAMAGE TO THE ADJACENT PROPERTIES WILL BE CORRECTED AT THE H. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) GROUNDING SYSTEM. SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDOWNER I. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) ~ AND THE ENGINEER. 4. EXTERIOR, ABOVE GRADE GROUND CONNECTIONS SHALL BE FURNISHED WITH A LIBERAL V J. UL (UNDERWRITERS LABORATORY) PROTECTIVE COATING OF ANTI-OXIDE COMPOUND. i'lo.4 U 72 0 9. THE COMPLETED BID PACKAGE INCLUDES THREE CONSTRUCTION DRAWINGS 10. CONTRACTOR SHALL REVIEW PLANS, DETAILS AND SPECIFICATIONS IN DETAIL AND ADJUST r• ALONG WITH THE SPECIFICATIONS. SUBCONTRACTOR IS RESPONSIBLE FOR WORK TO CONFIRM WITH ACTUAL SITE CONDITIONS SO THAT ELECTRICAL DEVISES AND S. ALL MATERIALS AND LABOR REQUIRED FOR THE GROUNDING SYSTEM AS INDICATED ON THE REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. Q EQUIPMENT WILL BE PROPERLY LOCATED AND READILY ACCESSIBLE. QUANTITIES LISTED IN PLANS AND DETAILS, AND AS DESCRIBED HEREIN SHALL BE FURNISHED BY THIS CONTRACTOR 10. SUBCONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN MATERIAL LISTS ON THE DRAWINGS ARE FOR INFORMATION ONLY. THE CONTRACTOR SHALL UNLESS OTHERWISE NOTED. PROVIDE HIS OWN TAKEOFF FOR MATERIAL QUANTITY AND TYPES BASED ON ACTUAL SITE DRAW CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. CONDITIONS. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS TO 6. EXACT LOCATION OF GROUND CONNECTION POINTS SHALL BE DETERMINED IN FIELD. ADJUST N BY: 11. THE SUBCONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE INSTALL EQUIPMENT FURNISHED BY AT&T MOBILITY OR ITS SUPPLIERS. ALL ITEMS NOT LOCATIONS INDICATED ON THE PLANS ACCORDING TO ACTUAL EQUIPMENT LOCATIONS TO KEEP CHECKED BY: KB ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE SPECIFICALLY MENTIONED HEREIN OR SHOWING ON THE CONTRACT DRAWINGS, BUT WHICH THE GROUND CONNECTION CABLES AS SHORT AS POSSIBLE. APPV'D: DPH MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE 10063415 INCLUDED. 7. PROVIDE ALL ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS AS REQUIRED BY THE CURRENT DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE EDITION OF THE NATIONAL ELECTRICAL CODE AND THE CURRENT EDITION OF THE NATIONAL SUBMITTALS SUBCONTRACTOR'S EXPENSE. 11. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING ELECTRICAL SAFETY CODE. BONDING JUMPERS WITH APPROVED GROUND FITTINGS SHALL BE 12. PERMITS: THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING (IN WRITING) AT&T MOBILITY'S REPRESENTATIVE OF ANY CONFLICTS PRIOR TO THE GROUND CONTINUITY WHERE REQUIRED BY CODE. DATE DESCRIPTION REVISSUED By AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF 11/18/13 ISSUED FOR CONSTRUCTION A ss CERTIFICATIONS, ETC. DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, 8. ALL EQUIPMENT GROUND CONDUCTORS SHALL BE TIN COATED, #2 AWG COPPER UNLESS NOTED UNLESS DIRECTED IN WRITING OTHERWISE. OTHERWISE ON THE DRAWINGS. 13. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES. SUBSTITUTIONS 12ALL FLOORS WHERE PENETRATIONS ARE REQUIRED IN BUILDING ARE TO BE CORE DRILLED E INSPECTION DOCUMENTATION . BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A AND THEN FIREPROOFED. CLEAN SET OF CONTRACT DRAWING WHICH SHALL BE TURNED OVER TO 1. THE CONTRACTOR, UPON COMPLETION OF HIS WORK SHALL PROVIDE AS-BUILT DRAWINGS THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. INFORMATION SHOULD BE GIVEN TO THE GENERAL CONTRACTOR FOR INCLUSION IN FINAL AS-BUILT SURVEY DOCUMENTS TO BE GIVEN TO THE OWNER. 14. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES ABOVE GROUND STRUCTURES AND/OR EXISTING UTILITIES BELIEVED TO BE IN THE 2. CONTRACTOR SHALL SUPPLY DOCUMENTATION ATTESTING TO THE COMPLETE GROUND SYSTEM'S WORKING AREA. IT IS THE RESPONSIBILITY OF THE SUBCONTRACTOR TO RESISTIVELY (MAX 5 OHMS) AT&T SITE NAME: VERIFY ALL UTILITIES. PIPELINES AND OTHER STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. THE SUBCONTRACTOR SHALL CONTACT IN 3. AN ELECTRICAL INSPECTION SHALL BY MADE BY AND INSPECTING AGENCY APPROVED BY AT&T NORTH ANDOVER CHESTNUT ST. INDIANA (811) OR (800) 382-5544 BEFORE DIGGING OR DRILLING ANY MOBILITY'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND OBTAIN DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SATISFACTION TOWER COMPANY APPROVAL. SITE ADDRESS: OF THE OWNER AND ENGINEER AT THE SUBCONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL HAVE ATS AND GENERATOR RELAY INSTALLATION AND CONNECTIONS 300 CHESTNUT STREET 15. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN INSPECTED BY OTHERS TO ENSURE THAT UL LISTING FOR THAT EQUIPMENT IS NOT VOIDED. ACCORDANCE WITH THE PROJECT SPECIFICATIONS. NORTH ANDOVER, MA 01845 16. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. FA NUMBER: 17. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THIS SITE 100 6 3 4 1 5 ON A DAILY BASIS. SHEET TITLE 18. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM DRAWINGS GENERAL NOTES PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHALL NOTIFY AT&T MOBILITY OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PRECEDING WITH CONSTRUCTION. SHEET NUMBER GN-1 PREPARED FOR: L aW 550 COCHITUATE ROAD FRAMINGHAM, MA 01701 PREPARED FOR: ifs T c Network Solutions PREPARED FOR: SBA __Mj PREPARED BY: Hudson - Design GrouP«c 1600 OSGOOD STREET BUILDING 20 NORTH, SUITE 3090 N. ANDOVER, MA 01845 TEL: (978) 557— FAX: (97f`�8 r,� �:A"dEL F. �J —1 f�o.4U720 0,vr �`c rjTEV `fir DRAWNCHECBY: +<y� APPROXIMATE LOCATION OF ''' p APPV�ED BY D DPH PROPOSED GENERATOR 10063415 ON 4'-0"x8'-0" CONCRETE @# PAD WITHIN PROPOSED SUBMITTALS t+4 DATE DESCRIPTION REV ISSUED BY a 11/18/13 ISSUED FOR CONSTRUCTION A SB a AT&T SITE NAME: NORTH ANDOVER CHESTNUT ST. SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 IL FA NUMBER: 10063415 SHEET TITLE APPROX. TRUE NORTH OVERALL SITE PLAN SITE INFORMATION OBTAINED FROM MASSGIS WEBSITE OVERALL SITE PLAN SHEET ACCESSED 11-18-13 SCALE: 1" =80' 0 qp ao tso' GN-1 • PREPARED FOR: NOTE: CONTRACTOR TO VERIFY EXISTING MUX LOCATION. IF MUX LOCATION IS OUTSIDE OF }p} AT&T EQUIPMENT AREA,CONTRACTOR IS TO FIELD VERIFY THE PRESENCE OF `6(` EMERGENCY BACK-UP SERVICE TO THE MUX. IF EMERGENCY BACK-UP SERVICE IS NOT PRESENT,CONTRACTOR IS TO ROUTE NEW SERVICE FROM AT&T EQUIPMENT AREA 550 COCHITUATE ROAD FRAMINGHAM, MA 01701 42'-4" PREPARED FOR: NG %,M), a-% &%Te c Network Solutions EXISTING MOBILE j PREPARED FOR: EQUIPMENT — TRAILER EXISTING ! EQUIPMENT EXISTING GRAVEL �ti 2>, SHELTER EXISTING 152'-0" ACCESS DRIVE �y�+, SBANJ HIGH GUY TOWER ritr rr :r �t 31 r tic + J, EXISTING ICE BRIDGE PREPARED BY: � - PROPOSED (3'-0") Hudson GENERATOR CLEARANCE LU -- ° _j V-0' EXISTING ACCESS Design Group= DO GATE D PHOTO DETAIL PROPOSED GENERATOR LOCATION e LU I I 2 SCALE' 1600 OSGOOD STREET EXISTING CSC BUILDING 20 NORTH, SUITE 3090 M z CABINET N. ANDOVER, MA 01845 M F- I TEL: (978) 557— PROPOSED GENERATOR H FAX: (97 j`.'�8,,', C-4 ON 4'-0"x8'-0" CONCRETE W EXISTING METER \ Jq A-2 PAD WITHIN PROPOSED 0 4'-0"x8'-0" LEASE AREA ON H—FRAME LU DAI',IE!._ EXISTING (12'-0"x20'-0") o EXISTING WOOD AT&T LEASE AREA UTILITY POLE m _ PROPOSED 45'-0" ~ 2 LONG CONDUIT RUN I H `< FROM PROPOSED EXISTING N E-2 GENERATOR TO PROPOSED Iril_ ATS AT&T X EXISTING TRANSFORMER DRAWN BY: EQUIPMENT EXISTING GPS i w CHECKED BY: KB SHELTER ANTENNA , APPV'D: DPH PRO)ECT N06 10063415 EXISTING EXISTING CHAIN LINK FENCE SUBMITTALS VERIZON LEASE EQUIPMENT AREA 12'X30' ON PLATFORM DATE DESCRIPTION REV ISSUED BY PER SBA 11/18/13 ISSUED FOR CONSTRUCTION A SB AT&T SITE NAME: NORTH ANDOVER CHESTNUT ST. EXISTING CAMLOCK SITE ADDRESS: 300 CHESTNUT STREET PROPOSED AUTOMATIC TRANSFER SWITCH NORTH ANDOVER, MA 01845 MOUNTED ON PROPOSED H-FRAME APPROX. TRUE NORTH FA NUMBER: 10063415 COMPOUND LAYOUT 0 SCALE 1/8" = 1'-0" SHEET TITLE 0 4' 8' 16' COMPOUND LAYOUT SHEET NUMBER A-1 PREPARED FOR: 8'-0" MATERIALS LIST (FOR ONE CONCRETE PAD) N o #4 @ 12" O.C. 3/4" CHAMFER QTY TOTAL TOTAL BENDING DIAGRAM ^^ REQ'D. SIZE LENGTH WEIGHT TYPE N (LBS) DIMENSION � t&t 20 1/2" 4 1/2" LONG WITH _ "HILTI" A= 4 1/2" N KWIK BOLT RA NGHAMCOCHIUATE ROAD • • • • • • • • • 2 7/8" THREAD \\�\\�\\�\ 3 EXPANSION A FRAMINGHAM, MA 01701 w ` �\\ \�� ANCHOR I• PREPARED FOR GROUNDING BOND 4" THICK LAYER OF 3/4" DIA. 12 #4 9'-9 1/2" 78 A= 9'-9 1/2" SEE DETAIL 3/E-2 \\ ��� CRUSHED STONE BASE ON 18 #4 7'-9 1/2" 94 A= 7'-9 1/2" •• 6' X 11' STUB-UP AREA UNDISTURBED EARTH. FINAL GRADE • SLOPE AWAY FROM CONCRETE. 4 #4 7'-9 3/8" 214 STRAIGHT A- 7 -9 3/8 A A Network y('„� am§, c%Te c t_ �, THE "UNDISTURBED SOIL” BASE SHALL EXCAVATE AS REQUIRED TO REMOVE VEGETATION 6 #4 2'-7 1/2" 11 A= 2'-7 1/2" etwo rk Solutions BE COMPACTED TO AT LEAST 90% & TOP SOIL. EXPOSE UNDISTURBED NATURAL EXISTING UNDISTURBED VIRGIN MODIFIED PROCTOR MAXIMUM DENSITY SUB GRADE. PLACE A MINIMUM OF 4" GRAVEL. SOIL OR COMPACTED FILL 4 #4 0'-5 5/8" 2 A= 0'-S 5/8" PER ASTM D 1557 METHOD C. GRAVEL SHALL PASS A ONE INCH SIEVE. PREPARED FOR: SECTION A-A STANDARD REBAR SIZES & WEIGHTS BAR NO LBS PER FT.1 DIA. INCHES I GRADE 11 1/2" 8'- 0" 11" 4 .6676 1 .500 1 60 � 9 1/2" FN "HILTI" KWIK BOLT 3 EXPANSION [OSLB A aj OUTLINE FOR GENERATOR �"V , HANG 3" / /�\ /� 9 1/2 ^ HEAVY HEX NUT ANCHOR FLAT WASHER NOTE: in _r_ — _L _ _ _ 1. BOLTS CAN BE INSTALLED 2 DAYS PREPARED BY: GENERATOR AFTER POURING CONCRETE PROVIDED i� MOUNT PLATE THE KWIK BOLTS ARE ONLY AC LOAD LEAD COND IT TIGHTENED TO A SNUG TIGHT ���® °0 I CONDITION. \ •:.. CONNECTION POINTS _ zDesign Group= FOR CONTROL WIRES 01o w w 2. APPLY "HILTI" HIT-RE 500-SD p EPDXY TO ALL GAPS TO PREVENT N "•.�',°" e••. '� m WATER/MOISTURE BUILD-UP. CL CHOR I CONCRETE w 1600IOSGO NDSTRE PAD SUITE 3090 • I BOLT (SEE A I A <•' a M DETL A) N. ANDOVER, MA 01845 ^ _ _ _ _ _ _ _ _ _ _ — — 9/16-DIA. TEL: (978) 557- FAX: 4" 1'-10 1/z' V-10 1/z^ 1'-l0 1/2^ N _� N DETAIL A �� ,A IEL 7'-11" FOR REFERENCE. I rv1'1 d OVERALL LENGTH TO BE USED FOR ANCHOR BOLT LOCATION INSTALLATION OF KWIK 0 TYPICAL 4 PLACES .40720 PLAN VIEW BOLT EXPANSION ANCHORS CONCRETE SLAB (GENERATOR FOUNDATION) FOR 50KW GENERATORS. DRAWN BY: CONCRETE AND REINFORCING STEEL NOTES: SOIL COMPACTION NOTES FOR SLAB ON GRADE: CHECKED BY: KB APPV'D: DPH 1. ALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE AMERICAN CONCRETE 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL, EXPOSE PROJECT NO: 10063415 INSTITUTE (ACI 318-95) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND UNDISTURBED NATURAL SUB GRADE AND PLACE CRUSHED STONE AS SUBMITTALS (ACI 301) STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE. ALL CONCRETE WORK REQUIRED. SHALL BE IN ACCORDANCE WITH THE ACIW301, ACIW318, ASTM A184 AND ASTM A185. DATE DESCRIPTION REV ISSUED BY 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN 11/18/13 ISSUED FOR CONSTRUCTION A SB 2. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI AT 28 DAYS CERTIFICATION BY A QUALIFIED GEO TECHNICAL OR ENGINEER IS WHEN TESTED IN ACCORDANCE WITH THE AMERICAN SOCIETY FOR TESTING AND MATERIALS ACCEPTABLE. METHODS STANDARDS ASTM C172, ASTM C31 AND ASTM C39 UNLESS NOTED OTHERWISE. 3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED THE "UNDISTURBED SOIL" BASE SHALL OTHERWISE. WELDING WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL FABRIC BE COMPACTED WITH COMPACTION EQUIPMENT", LISTED BELOW, TO UNLESS NOTE OTHERWISE.SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, AT LEAST 90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D UNLESS NOTED OTHERWISE. 1557 METHOD C. 4. DETAILING SHALL BE ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE OF DETAILING 4. COMPACTED SUB BASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" REINFORCED CONCRETE STRUCTURES (ACI STD-315-92). MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE AT&T SITE NAME: COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 5. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4" IN ACCORDANCE WITH ACI 301 SECTION 100% PASSING 1" SIEVE. NORTH ANDOVER CHESTNUT ST. 4.2.2 UNLESS OTHERWISE NOTED. 5. AS AN ALTERNATIVE TO ITEMS 2 AND 3 PROOF ROLL THE SUB GRADE SITE ADDRESS: 6. REINFORCING STEEL SHALL BE IN ACCURATELY PLACED AND ADEQUATELY SECURED IN SOILS WITH 5 PASSES OF A MEDIUM SIZED VIBRATORY PLATE 300 CHESTNUT STREET POSITION. LOCATION OF REINFORCEMENT SHALL BE INDICATED ON THE DRAWINGS. CONCRETE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND-OPERATED SINGLE NORTH ANDOVER, MA 01845 COVER SHALL BE 3" MINIMUM. DRUM VIBRATORY ROLLER (SUCH AS BOMAG BW 55E). ANY SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED 7. TOP OF FOUNDATION TO HAVE A "BRUSH FINISH". WITH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE. DESIGN FA NUMBER: 8. EXPOSED FINISHED SURFACE IS NOT TO HOLD WATER. 1. MAXIMUM DESIGN BASIC WIND SPEED(3-SECOND GUST) : 10063415 COMPACTION EQUIPMENT: 9. ALL SURFACES ARE TO BE CLEANED OF ANY RESIDUAL CONCRETE FROM SPLASHING OR 135 MPH FOR GENERATOR MODELS SD050 AND SD080. SHEET TITLE SPILLS. 1. HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, 115 MPH FOR GENERATOR MODELS SD130 AND SD150. FOUNDATION DETAILS VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. SHEET NUMBER 4' X 8' POURED IN PLACE GENERATOR PAD A-2 GENERAL NOTES: PREPARED FOR: 50KW GENERATOR 1. FOR ACTUAL ORIENTATION OF GENERATOR, SHELTER, FENCE, (�� � (1)-2 CONDUIT (3-#500 KCM TOWER & U/G POWER/ TELCO CONDUITS, SEE DRAWING C-1. ���� 200A AND 1-#6 GND. GEN. SERVICE LEGEND: — — — — — — — LOAD) 2. VERIFY QTY. LENGTH, TYPE & CONFIGURATION IS GROUND CABLE & CONDUIT SIZE/RUN LENGTHS (RL) RODS TO ENSURE SYSTEM PROVIDES GROUND RESISTANCE OF • CADWELD TYPE CONNECTION (1)-1" CONDUIT (1 PR. 12 GA. FOR 1 5 OHMS OR LESS. . 550 COCHITUATE ROAD GENERATOR START/STOP CIRCUIT I COMPRESSION TYPE CONNECTION FRAMINGHAM, MA 01701 RL UP TO 100' 3 #3/0 AWG, 2" C 3. ONE TEST WELL SHALL BE PROVIDED BETWEEN THE TOWER — I 100'< RL<=500' 3 #500 KCM, 3" C GROUND LOOP AND EQUIPMENT GROUND LOOP —NEW GROUNDING PREPARED FOR: 500'< RL<=1000' 3 #750 KCM, 4" C -fq a a i e c \) .4 \ I I I I I PROPOSED AUTOMATIC Network 'Solutions.i I — TRANSFER SWITCH r j/I�, PREPARED FOR: (1)-1" CONDUIT (6 PR.J CAT-5 ALARM CABLE) I I I EXISTING 200A FUSED (1)-1" CONDUIT (2-10 DISCONNECT SWITCH I EXISTING FENCEI S B A GA. AND 1-10 GA. GND. LINE GROUND RING •I FOR BATTERY CHARGER I I I & BLOCK HEATER CIRCUIT) I I I ' EXTEND #2 AWG BARE 1' TINNED GROUND WIRE PREPARED BY: (EXTERIOR) I FROM PROPOSED GROUND (INTERIOR) I I I II I MING 2 PLACES EN RATOR. NOTE: PROPOSED GROUND ROD Hudson CONTRACTOR TO VERIFY EXISTING MUX LOCATION. I L - - - Design Group= IF MUX LOCATION IS OUTSIDE OF AT&T EQUIPMENT W/ INSPECTION PORT AREA, CONTRACTOR IS TO FIELD VERIFY THE (ADDITIONAL GROUND PRESENCE OF EMERGENCY BACK-UP SERVICE TO THE MUX. IF EMERGENCY BACK-UP SERVICE IS NOT I / RODS AS REQUIRED PRESENT, CONTRACTOR IS TO ROUTE NEW SERVICE SPACED AT 25' MAX 1600 OSGOOD STREET FROM AT&T EQUIPMENT AREA. CADWELD TO EXISTING BGR BUILDING 20 NORTH, SUITE 3090 GROUNDING PLAN N. ANDOVER, MA 01845 2 scnLE. NTS FAX: (978) 557— EXISTING EXISTING AC EXISTING FAX: (9758 a TELCO BOARD PANEL EXTEND #2 AWG BARE (IN SHELTER) (IN SHELTER) TINNED GROUND WIREFROM PROPOSED RING TO GENERATOR. AT&T GENERATOR ALARM BLOCK ? c.hr•,i l_ �,, ELECTRICAL RISER DIAGRAM MIN. 2 PLACES scv E: N75 NOTES: � N o.,11i 72 0 1. ALL ALARM WIRING SHALL BE 18 AWG STRAND (MULTI- COLORED) INSULATION. NON-SHEILDED CABLE ���'� FIRE ALARM 2, ALL CONTACTS FOR ALARM SHALL BE NORMALLY CLOSED \�V�.j'�'� ��\ BY: HIGH TEMP DRAWNCHECKED BY: KB 3. EXTEND/ADD TERMINAL BLOCKS AS REQUIRED FEEDER SIZING CHART FOR GENERATOR LOW TEMP PROIEC: DPH 10063415 HIGH HUMIDITY SIZE OF INLINE A/C 1 FAIL SUBMITTALS GEN SET SIZE VOLTS-PHASE PRIME RATING BREAKER (AT MAIN BREAKER SIZE SERVING ANCHOR TENANT: FEEDER SIZES FROM GEN A/C 2 FAIL DATE DESCRIPTION REV ISSUED BY KW-AMPS GERERATOR) SET BREAKER TO ATS. SECOND H.V.A.C. RUNNING 11/18/13 ISSUED FOR CONSTRUCTION A SB SURGE SUPRESSION 50 KW 120/240V - 1-PH 48KW - 200A 200A 200A 2-P C/B INTEGRAL TO GEN SET. 3#3/0, 1#6G, IN 2"C LOSS OF COMMERCIAL POWER A/C TRANSFER NOTES: r.GENERATOR RUNNING 1. SERVICE VOLTAGE IS 120/240 1-PHASE, AND SERVICE SIZES ARE TYPICAL 220A. GENERATOR FAILURE 2. AUTOMATIC TRANSFER SWITCH (ATS) ARE 200A, 2-POLES, 120/240V 1-PHASE WITH SOLID NEUTRAL. LOW FUEL AT&T SITE NAME: 3. ALL EXTERIOR ELECTRICAL EQUIPMENT IS NEMA 3R RATED. OVER CRANK 4. THE GENERATOR ELECTRICAL LOADS ARE ADEQUATE FOR THE CONNECTED LOADS. NORTH ANDOVER CHESTNUT ST. 5. ALL EQUIPMENT FURNISHED SHALL BE PROVIDED WITH EQUIPMENT RATED TO WITHSTAND FAULT CURRENT AVAILABLE AT PROJECT SITE. HIGH TEMP GEN. 6. ALL WIRE AND PANEL BUSSING SHALL BE COPPER UNLESS ALLOWED ELSEWHERE IN THIS DOCUMENT SET, WIRE SIZES ARE BASED ON COPPER. LOW OIL PRESS. SITE ADDRESS: 7, ALL WORK SHALL CONFORM WITH THE CURRENT VERSION OF THE NEC AND ALL OTHER APPLICABLE CODES. 8. FIRST OVER-CURRENT PROTECTION DEVICE IS INTEGRAL TO GENERATOR . FEEDER SIZES INDICATED IN TABLE ABOVE ARE DOWNSTREAM OF LOW COOLANT 300 CHESTNUT STREET THE FIRST OVER-CURRENT PROTECTION DEVICE. OVER SPEED NORTH ANDOVER, MA 01845 9. INLINE BREAKER AT GENERATOR IS FACTORY INSTALLED, AND IS THE MANUFACTURERS RECOMMENDED SIZE. LOW WATER TEMP. FA NUMBER: 10063415 SHEET TITLE SINGLE LINE DIAGRAM 1 2 3 4 5 6 > 8 9 10 11 12 13 14 15 16 12 16 19 20 21 22 23 Z4 25 26 22 29 29 30 3132 33 34 35 36 37 36 39 & GROUNDING GENERATOR SET SIZING CHART ALARM AND CONTROL WIRING SHEET NUMBER 3 SCALE NTS 0 SCALE: MS E-1 • PREPARED FOR: GRADE LX7-Ct at w NOTES: ''��� CONTRACTOR TO HAND DIG ALL NEW TRENCHES INSIDE COMPOUND. 550 COCHITUATE ROAD 2. SEPARATION DIMENSION TO BE VERIFIED WITH FRAMINGHAM. MA 01701 g I LOCAL UTILITY COMPANY REQUIREMENTS. io 30• PREPARED FOR: -...ITe c MATCH EXISTING SURFACE REPLACE GEOFABRIC AND STONE AS Network Solutions MATERIAL AND FINISH GRADE TRENCH REQUIRED GROUND WIRE, PREPARED FOR: SIZE AS NOTED ON PLANS -_ CADWELD, p -- TYPE -- UNDISTURBED SOIL GY OR GT COMPACTED BACKFILL SBA N �-BACKFILL (SAND OR NATIVE SOIL) � UTILITY WARNING TAPE PREPARED BY: GROUND ROD,COPPERWELD 1" SCH. 80 PVC 5/8"0 X 10'-0" LONG (ALARM CIRCUIT) 2" SCH 80 PVC NOTE: 2" SCH. 80 PVC (HEATER & BATTERY CHARGER) Hudson dson (START/STOP CIRCUIT) Design Group=±*D GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT REFER TO GENERATOR SET 6" MIN. FROM PIPE TO TRENCH FACE TO EXCEED 35 DEGREES FROM THE VERTICAL SIZING CHART ON SHEET E-1 2" MIN. TO SECONDARY ELECTRIC BUIL OSGOOD STREET BUILDING 20 NORTH, SUITE 3090 N. ANDOVER, MA 01845 TEL: (978) 557- FAX: (97840- t7 97 2 TRENCH DETAIL ` 3� scALE: NTS �- D.ANI L , NOTE: _ I'' Pt'A i 1. CONNECTION SHALL BE MALE SCREW COVER W/ TEFLON LUBRICANT J COVERED BY NO LESS CRUSHED GRAVEL (NATURAL EARTH COVER) o.4017 2 0 THAN 2' OF CONCRETE. ! � CC FINISHED GRADE 8"0 X 42" PVC SLOTTED ?��,\r_.,' ' �'i�.�'� 2. ATTEMPT TO MAKE TEST WELL PIPE CONNECTION TO A 6'-0" /L)'`.4, \ RUN OF REBAR OR GREATER. DRAWN BY: CHECKED BY: KB 3. APPLY HEAT SHRINK OR /�/\� / //� \� / /� APPV'D: DPH ELECTRICAL TAPE AROUND �\���\j�\%�� ��j���\ 10063415 THE CONDUCTOR TO AVOID #2 AWG BARE TINNED SUBMITTALS CORROSION. SOLID COPPER WIRE ENLARGED DETAIL /�j��� �� �// GROUND RING PROPOSED FOUNDATION \\\\\/\\�\ I I \ DATE DESCRIPTION REV ISSUED BY �i , / 11/18/13 ISSUED FOR CONSTRUCTION A SB UL- REBAR DGROUND RING CONDUIT ENDCAP d TO ROD ENLARGED DETAIL fj4EQUIPMENT a PROPOSED UL-APPROVED 2-BOLT PARALLEL 1\ CONNECTOR (OR OTHER 4 a' APPROVED CONNECTION) iD da PAD 2" DIA. HOLE DRILLED FOR GROUND RING BOTH I';„III, AT&T SITE NAME: FOUNDATION SIDES 24” RADIUS (MIN) c NORTH ANDOVER CHESTNUT ST. 4" TO 6" OF LOOSE 4 d a #2 AWG BARE TINNED #2 AWG BARE TINNED CRUSHED GRAVEL BELOW PVC CONDUIT SITE ADDRESS: a d SOLID COPPER WIRE SOLID COPPER WIRE WELD. WELD SHALL (SIZES AS SHOWN 300 CHESTNUT STREET BONDED TO BGR GROUND RING REMAIN VISIBLE 5/8"0 X 10' ON PLAN) NORTH ANDOVER, MA 01845 LONG GROUND ROD (TYP. OF 4) FA NUMBER: 10063415 NOTE: SHEET TITLE ONE TEST WELL SHALL BE EQUIPMENT PAD GROUNDING PROVIDED BETWEEN THE GROUND ROD TEST WELL DETAIL PVC CONDUIT SWEEP DETAIL ELECTRICAL & COMPOUND DETAILS 3 SCALE. NTS TOWER GROUND LOOP AND THE 4 SCALE. NTS 5 SCALE: Nis EQUIPMENT GROUND LOOP SHEET NUMBER E-2 • • PREPARED FOR: aw 550 COCHITUATE ROAD FRAMINGHAM, MA 01701 PREPARED FOR: OJ2534-ATT 193x' [76'] 1820 I�COMMENDsPE�N STUB-UPS W ,: 7258 C7L7•3 cs 1 W a &"&Te c 2408.8 149.27 oES(7Crrnm eA 194x7 680 MOUNTING HOLEStw or [26.87 4 PER SIDE AC LOAD LEAD CONDUIT CLANG AREA ❑A " c�►�U#�QCIS [4.37 01/2• 1)LOW V0.TACE CUSTOMER (XOINECIIOM BOx FOR 120VAC(FCI B ounET.(STANDARD BLOCK HEATER. SEE I R BATTEY OPTIO CHARGER AND OT 1 PREPARED FOR: 1 1 NOTE 2 120 VAC OPTIONS). ? 6763 839 d 2)TRANSFER SWTt71/ INA 0 965 134.57 [337 i y 367 OXCYLARACAIIQI CONDUITS [367 FRAME� BOLT 1 [15E7 633.1[24.9�I srART iAurTI0Ni45or BE 2RUN IN A 205 cDNDulr WITH Ac WIRINa SBANJ A C837 41A [lb7 LDV VOLTAGE 366 HOIES PREPARED BY: R446 `�- CUSTOMER CONNECTION 319.9 11.47 1. THE LEFT SIDE OF THE GENERATOR IS SERVICE ACCESSIBLE. [R17.3'I TYP BOX [12.6'] 2. 10 AMP BATTERY CHARGER ENCLOSED WITHIN CONTROL PANEL (LUTE 9) 3. CONNECTION POINTS FOR CONTROL WIRES.BOTTOM OF LOW VOLTAGE TOP VIEW BOTTOM VIEW PAD LAYOUT CUSTOMER CONNECTION BOX HAS KNOCKOUTS FOR 1/2'AND Hudson 3/4'CONDUIT FITMrS. 2407 966 * GENERATOR MUST BE GROUNDED. Design Group= A 194r) E38`1 A 12 VOLT NEGATIVE GROUND SYSTEM. OVERALL LENGTH OVEmTm B. OPTIONAL REMOTE EMERGENCY STOW SHIPPED LOOSE WITH GENERATOR. 7. MAIN LINE CIRCUIT BREAKER(MLCB),AC LOAD LEAD CONNECTION AND 5) AR INTAKE AUXILIARY 120/240V COMMIE ON. 1600 OSGOOD STREET `1� 8. LEVEL SA SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR. BUILDING 20 NORTH, SUITE 3090 1 1 D. DOORS MUST BE ABLE TO CPEN ED BO DEC.TO BE REMOVED. AM T,KE DOORS ARE LOCATED ON THE LEFT SIDE OF THE GENERATOR ONLY. N. ANDOVER, MA 01845 ($TMCE NNN000TE 1 10.STUB-UPS BASE TANK RE(XIIRES ALL SNB-UPS TO BE N Tt�REAR TEL: (978) 557- �� OOp7ROL TANK STUB--UP AREA. FAX: (978 ,-r�P8 PANEL [I+O 2J 1T. A'' IS 71-K STUB UP AREA FOR THE MLCB AND NEUTRAL CONNECTION. um TE 12.SEE DRAWING OC3650 FOR DUCT REMOVAL REMOVAL OF FRONT ��,��' ..✓j'.^✓ Law VOLTAGE DUCT WILL PROVIDE ACCESS TO MUFFLER. CUSTOMER COINE(:T104 110X 0U1[ 13.120VAC ENGINE BLOCX HEALER L)AN I C L. 14.210 GALLON USEABLE CAPACITY BASETANK STANDARD WITH GENERATOR. - `i1 1i(](NOTE 7) LSSL 15.MUST ALLOW FREE FLAW OF DISCHARGE AR AND EXHAUST.SEE SPEC � 15117 SHEET FOR MINIMUM AR FLOW AND MAXIMUM RESTRICTION REOOAREMENTS. 1a.MUST ALLOW FREE FLOW OF INTAKE AR.SEE SPEC SHEET FOR MINIMUM NR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS 17.R 13 Vg RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE N O.`t L 0 THAT 1}IE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE 616 COOS$STANDARD%AND REGULATIONS T;rF OVERALL `�. a F a 0 IEl[iii aI mIT i6r I ------ - -- -- - - 1581 ------ 1 DRAWN BY: 1 11 [623'] i it i i i CHECKED BY: KB 1 I /II I 1 L 1 1 I WEIGHT DATA(INCLUDES WOODEN SHIPPING SKID) APPV'D: DPH i/ ii I LIFTING BRACI(E15 �j�i _ ENCLOSED WITH EMPTY FUEL TANK-1700kq(3750 Ib+) 10063415 1 1 II i TANK x 23i') �1 H 1 I 1 UWTS mm INCHES SUBMITTALS TAW HT. I I 1 II 40 X 0 SLOT 1 1 1 1 1 (4 AREA 1 11 \ 1 I I DATE DESCRIPTION REV ISSUED BY =L- 1 ---- _ 11/16/13 ISSUED FOR CONSTRUCTION A 56 1067 C42' 13F I'� [3457 1930ff CENTER l7(AVITY C76.] 19617° REAR VIEW RIGHT SIDE VIEW TAMC Loam LEFT SIDE VIEW ,M„E^U,,,;� INSTALLATION D4.5L G17 SOKW vlml a slr" a FM%N Ma war for>E UM rol u ® U L�lJVI)�J ENCLOSED LEVEL 2A Ic= AT&T SITE NAME: p �IrrAA...011.1,. P.D. aox e WAUKESHA, MIS. 53187 NORTH ANDOVER CHESTNUT ST. ►� OJ2534—ATT,DWG ZZZEB SITE ADDRESS: SCALE --rF-MT NTS ��G�720 NORTH CHESTNUT STREET DVG D6 rA NORTH ANDOVER, MA 01845 OJ2534-ATT FA NUMBER: 10063415 SHEET TITLE GENERATOR DETAILS GENERATOR DETAILS 1 SCALE: NTS SHEET NUMBER M-1