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37-077 (5) 790 FLORENCE RD BP-2017-1363 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 37-077 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: CELL TOWER BUILDING PERMIT Permit# BP-2017-1363 Project# JS-2017-002270 Est. Cost: $90000.00 Fee: $630.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: INDUSTRIAL COMMUNICATIONS, LLC_ Lot Size(s0. ft.): 243500.40 Owner: CONTINENTAL CABLEVISION OF WESTERN NEW ENGLAND INC C/O PROPERTY TAX DEPT Zoning: Applicant: INDUSTRIAL COMMUNICATIONS, LLC AT: 790 FLORENCE RD Applicant Address: Phone: Insurance: 40 LONE ST (781) 319-1111 MARSHFI ELDMA02050 ISSUED ON:5/25/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:ADD GROUND EQUIPMENT, CABLES AND 3 ANTENNAS TO EXISTING GUYED TOWER POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: Rouse# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: a" h am-CL FeeType: Date Paid: Amount: Building 5/25/2017 0:00:00 $630.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File k BP-2017-1363 APPLICANT/CONTACT PERSON INDUSTRIAL COMMUNICATIONS, LLC ADDRESS/PHONE 40 LONE ST MARSHFIELD (781)319-1111 PROPERTY LOCATION 790 FLORENCE RD MAP 37 PARCEL 077 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST OSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 4 �P Fee Paid Tvoeof Construction: ADD GROUND E IPMEN C ES AND 3 ANTENNAS TO EXISTING GUYED TOWER New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FO OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW _ Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board ofl Iealth Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management _._Demolition Delay �G- $12 7 Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. SAE .'orlhwesrern Drive,Salem,New Hampshire 03079•603-42l-0470(Office)•603-893-1104(FAX) 5.8.2017 Louis Hasbrouck Building Commissioner Department of Building Inspections 212 Main Street Northampton, MA 01060 RE: MA3833 S3333 790 Florence Road Louis, New Cingular Wireless/ ATT Mobility received 2 building permits it appears both are called 2014-0756 on 3.3.14. The first permit was to expand the compound at the base of the existing tower, add a prefab equipment shelter within the expanded compound, and add antennas, cables and associated equipment to the tower. I subsequently augmented that permit to include $71 k in tower modifications, that is the second of the permits. AT&T completed the modifications to the tower after that permit, but never installed the building, cables, or antennas on the tower. Enclosed please find my application to put in an equipment platform, cables, antennas and related equipment. Enclosed please find the following: • Planning board approval • 2 Prior Building permits • Letter of Authorization from the tower owner • Contractors License • Workmen's Comp insurance • General Liability insurance • Construction Control Affidavit • set of 11x17 plans • Structural analysis, As you can see we are only putting up 3 of the antennas and 9 of the RRUs • Check for the fees for $90kof work for upgrades = $426 Please let me know if there is any additional information that you need in order to process our building permit request. If everything is in order can you please return the permit to me in the enclosed envelope? Thank you in advance for your help, Brian J. Allen KJK Wireless 12 Old Tavern Lane Sutton, MA 01590 508.868.0927 brianc kjkwireless.com Version l.9 Commercial Building Permit May 15,2000 Department use only Z4 City of Northampton status of Permit Building Department Curb Cut/Driveway Permit - )_ 212 Main Street Sewer/Septic Availability ° WIONS Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 790 Florence Rd Map 3'1 Lot d 7.7 Unit Northampton,MA zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Continental Cablevision of Western New England do Insite Wireless Name(Pool) Current Mailing Address:. . . (401)921-3371 Signature Telephone 2.2 Authorized Agent: Brian Allen,KIK Wi - e.s :" 12 Old Tavern Ln,Sutton,MA 01590 Name(Print) Current Mailing Address (508) 868-0927 Signature Telephone SECTION 3-ESTIMAT-r P....STRUCTiON COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $90,000,00 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6) _.. 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) Check Number 67 goy b,3(',f This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition Repairs Additions 0 Accessory Building Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing Change of Use Other 0 Brief Description Add ground equipment,cables and 3 antennas to existing guyed tower Of Proposed Work: SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A I ❑ A-4 ❑ A-5 ❑ 1B 0 B Business ❑ 2A ❑ E Educational ❑ 2B ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional 0 1-1 0 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A 0 S Storage ❑ S-1 ❑ 5-2 ❑ 5B l ❑ U utility Specify Telecommunications M Mixed Use ❑ Specify: S Special Use ❑ Specify: . . .. _. COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Utility Proposed Use Group: UtilitY Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Poor(sf) 2nd 4e 4°' Total Area(sf) Total Proposed New Construction(sf) Total Height(ft) Total Height ft 7.Water Supply(M.G.L c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public 0 private ❑ Zone Outside Flood Zone❑ Municipal 0 On site disposal system❑ Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Depanment Lot Size _.. Frontage . .. _ Setbacks Front Side L: R: .. L R.__. _.. Rear _.... Building Height Bldg.Square Footage __ Open Space Footage ..._ . (Lot area minus bldg&paved parking) #of Parking Spaces - , --- - Fill: .. . (volume&location) .. . A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW O YES 0 IF YES, date issued: 12/13/2013 IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: 2'x2'on fence gate D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: .. .... - Not Applicable 0 . _.._ Name(Registrant): .. . . Registration Number Address . . _... . . .. Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Q(c mtq(re Vp-`7rrtp`. &c," — 1esaa I*cr<?c' Ciu.l Name Area of Responsibility bE"y ci.,,) 197., la.l. A CA? 7rwA 0103s 9131 ( Address Registration Number `113, s `191 $ Signature n^ ^ 1 Telephone Expiration`` Date 1' P V&'ht5 r \ JTrucAt Name Area of Responsibility C53 ( iYe;,dieo Dhr Q- J?((L. NL 976(6 Li < 916 Address Registration Number q19 7SS (oil . . _..._ Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Industrial Communications,LLC Not Applicable 0 Company Name: Peter Screnci Responsible In Charge of Construction 40 Lone t Marshfield,MA 02050 Addres 32 (781) 319-1111 S gnature Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date Brian J. Allen ,. . . . as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pai : .nd pe alties of perjury. Brian J.Allen . / _.. Print Na , / 5 Ca CA Signature of Owner/A•-nt Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder Peter Screnci CS 094647 License Number 40 Lone St,Marshfield,MA 02050 12/20/2017 Add, ,) � � Expiration Date y�j/ (781) 319-1111 Signature Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit Signed Affidavit Attached Yes 0 No 0 City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. Address of the work: 770 fIacocca (Lc) P The debris will be transported by: I o OeVct 5 A I L? I ore-ed 7 (cv-41KLL The debris will be received by: Building permit number: Name of Permit Applicant IC(r S ql , Date Sign; re of Permit Applicant 533 ; 3 Planning-Decision City of Northampton Hearing No.:PLN-2014-0022 Date:December 13,2013 MpLcnn1 tt}£ SUMMON DATE PS Intermediate Si$Plan 11/202013 Applicant's Name: Owner% Name: — HAAS New angular'Minden PCS,LW CONTINENTAL CASLENS:ON OF wESTEAN ADDRESS; ADDRESS 12 Old raven Lane C/o CTT Towers 38 Pond St Suite 30S TONNE TTAFE ZW CODE TOWN STALE ffi Cape SUTTON MA 01590 FRAMIOIN MA 02638 PHONE Na: FAS NO: Pt^RENO_ /NANO_ EMS.ADDRESS: MAL ADDRESS: • Site Infofmation: Surveyor's Name: buFEEtNO: SAE ZONING: CONPAW NAPE _. . . . . 790 FLORENCE RD TOWN ACTON TAKEN AoDPEss: FLOREN CE MA 01082 ADpe:wed MN': BLOCK Lor: MP DATE SECTW OF BANK TT 077 OB't art.35-1y1Sde$VWIAppmWM Ttwat STATE ZIP 000E: Sank 2189 02A RHONE N0.: FAX NO:. DNS_ADDRESS NATURE Of PROPOSED WANK ADD ANTENNAS E EDU/P BLDG HARDSHIP: wenn Cf N'PROVPC nc..st The Planning Board rated unantmoeely In approve aro antennas M AT&T to be phased on an esteem?fewer based on the plans submitted with the*pecan on: ATSTPe.nnitting Set By Pro rena,Dated 1WIsH3. The Sand farad that topovistans within Me inning Ohm bad been met (1/The requested use protects attaining premises against seriously detlmmrtal mem ffappecaba,this shat Include provision M Peace wabr menage,sound and sine butts end preemvsVon of Hews,Sant and ere;This arts already ttaaansa tower (21 The requested use will change the convenience and saMty ofvMNubsand pedat an movement within the sits and on ayacant sextets,Mme are no changes to access or function often site tat meth,warrant the need to whines this criteria, and (8)Then egoesmd use wTtpraamfes harmonicas rtbte:Meta afsmatnnes and open spaces to the natural landscape,existing beatings and other community assets in the Ana; (Q The requested use me not ovedoa4 and wit1midgete advent impacts on,the Cty's resources enduring the Seem on the Ctyf water supply and diabmudan system,sedtary and storm sewage coDecton and treatment systems,iiepmlation,streets and schools;and (5)The,equested use meats any special regulaoona set forth in this cheipbnsmst mute In caabucMa arms aowwa end we not app0oaoe; to The nequested ase bas apasive tatattonshtp to Me public convenience arm/fans,The use set not unduly Imp/deem later/of ehancterofthe dshid ragdtgnen nor be detrimental to the health,none,rgamine melba The use shat be In harmony with the general punpoae and intent alta on*,,ace;and (nitapplkable,the requested use will promote cite planning Weaves to the extent possible and WO not adversely affect those ogectvry as defined in Gly master or study plans adopted under MGL e.11,0810 and SID. MAD NOT Daa &TE a cAtSt GeoTNS®2013 Due I.autkes Municipal Solutions,Inc. Planning-Decision City of Northampton Nearing No.:PLN-2014-0022 Date:December-13,2D13 tluexi Ota wt£ MlW®care ostavaa DkST SY: NMTu DAre 11212043 17/52013 121112013 R66WNb P1 DATE IEWMG OMDLDIO DALE FARING h09EDATE !FINAL MOM at; APPEAL DEADLINE 11/2212013 1/2412014 12/122013 12/252013 1/2 2014 Pass Ah{RMINODA c: bAt TWIG DATE OECtS10N RATE 11282013 12/12/2013 12/124013 12J1312013 seam eS nSs°OM nme simaseADtka mammmaDEE.'VtrE: , 1712/2013 7:00 PM .31122014 3/12/2114 MEMOS PRESENT: 1MF Dan Felten voles to Giant Debts Brace votes to tbalt Ann MAIM Smaks v&es to Dart Jennifer Wenner votes to Grant Mark Sullivan votes to Grad ends Johnson Ste Grand MOTION MADE BY: ISBOONPED BY: loo it wow: DEGISIONI Debi°Brace I &ands Johnson f 0 Approved uNuiES Cf Manta Available in the Office ofP,lannhiq&Development L Carolyn Misch,as aged to to Panning Board certify that Ods Is a true and•mate decision made bytes Panning Board and eatery !hate copy of this and an plans have been Mad with Me Board and the 210'CM*on ere date shown above. Itesty that acopy oft{ i maned atre Owna'and Applicant Ceti 4414, Notice of Appeal �Nr,Bi.ia An appeal from Me decision oft the Panning Bawd may be made by any person awl eyed pursuant to MGL Chant 40A,Section 17 as amended within naenly(20)days May the dale of the filing of the notice of the decision with the City Clerk Me tate is listed above. Such appeal may be made to the Hampshire Swedes Coat VMS certified easy of the apnea/sad to to OW Clerk of the Clint Ova TAWS 2013 Ma Laurer,Municipal Solutions,Inc 790 FLORENCE RD BP-2014-0756 GIS#: COMMONWEALTH OF MASSACHUSETTS Mownlock:37-077 CITY OF NORTHAMPTON Is-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit Building DO NOT HAVE ACCESS TO THE GUARANTY FUND(MGL c.142A) Cateeorv:ANtEN7_rAS BUILDING PERMIT Penna# BP-2014-0756 Project J6-2014-000966 GL ost•S72U1N166 Fee:$432.00 PERMISSION IS HEREBY GRANTED TO: Const.(las: Contractor: License: Use Grout NEW ENGLAND ELECTRICAL CONTRACTING CORP 096560 Lot Sixc(sy.L): 243500.40 Owner; CONTINENTAL CABLEY SI•N eF -110:. N W ENGLAND INC C.'� PROPERTY TAX DEPT Zoning: Applicant: NEW ENGLAND ELECTRICAL CONTRACTING CORP AT: 790 FLORENCE RD Applicant Address: Phone: Insurance: 21 MARION DR (781)585-0040 WC KINGSTONMAO2364 ISSUED ON:3/3/2014 0:00:00 TO PERFORM THE FOLLOWING ff'©RR:ADD ANTENNAS & EQUIP BLDG POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House it Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. /Law r j _ `_ Certificate of OccuDancv Signature: !Y 0� Pw�r FeeTvpe: Date Paid: Amount; Building 3/3120140A6:00 $432.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck-Building Commissioner 5535_) 790 FLORENCE RD BP-2014-0756 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block-37-077 CITY OF NORTHAMPTON Lot-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Perrot Budding DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) - ' Category:ANTENNAS BUILDING PERMIT Pepmt# BP-2014-0756 Protect# JS-2014-000966 Est Cost:$143000.00 Fer sasa 00 PERMISSION IS HEREBY GRANTED TO: Conal Class: Contractor: License: Use Grow NEW ENGLAND ELECTRICAL CONTRACTING.CORP 096560 . Lot Size(sn.R.i: 243500.40 Owner: CONTINENTAL CABLEVISION OF WESTERN NEW ENGLAND INC C/O PROPERTY TAX DEPT Zoning: Applicant: NEW ENGLAND ELECTRICAL CONTRACTING CORP AT: 790 FLORENCE RD Applicant Address:. Phone: Insurance: 21 MARION DR (781) 585-0040 WC KINGSTONMA02364 ISSUED ON:3/3/2014 0:00:00 TO PERFORM THE FOLLOWING WORK: ADD ANTENNAS & EQUIP BLDG. INCLUDES CHANGES FOR INCREASED LOADING POST THIS CARD SO IT IS VISIBLE FROM TILE STREET Inspector of Plumbing Inspector of Wiring D.P.W, Building Inspector Underground: Service: Meter: Footings: Rough: Rough: Rouse# Foundation:. Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THECITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. • r E r / Certificate of Occupancy signature: �! FeeType: Date Paid: Amount: Building 3/3/20140:00:00 $858.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Ins to WirelessGroup,uc May 1,2017 Letter of Authorization RE: 1WG Towers Assets I,LLC("IWG") Site ID:MA711 Northampton New Cingular Wireless PCS,LLC ("AT&T")Site ID:MA3833/FA# 10578083/Northampton Florence Rd Telecommunication Facility at 790 Florence Rd.,Northampton,Massachusetts IWG, as owner of the tower located at the above-referenced site, does hereby appoint AT&T, its employees, agents, and contractors, as agent(s) for the purpose of applying and obtaining land use, planning, building permit or other necessary governmental requirements to construct, modify, maintain, and operate improvements to the property licensed to AT&T by IWG for the purpose of operating and maintaining a wireless communications facility. The undersigned understands that the requisite application(s)may be denied,modified,or approved with conditions and that such conditions or modifications must be complied with as part of the issuance of such approvals and/or permits. IWG TOWERS ASSETS I,LLC Ey:\ICC Printed Name: d/ I Alt I Title: II (d.i , A Date: InSite Wireless Group, LLC 1199 N. Fairfax Street, Suite 700,Alexandria,VA 22314•703.535.3009•www.insitewireless.com I td�acn netts Department of Public Safety Et of Building Regulations and Standards .. nse. CS•094647 aN C Stuct on Supervisor kPET PSCRENCI ISS ON DRIVE .•'. i PL MA 02310 w 0 01 W."^� p ratI1O M ITIrr m !re'cr 12/20801/ 1 O U The Commonwealth of Massachusetts Department of Industrial Accidents a : 1 Congress Street,Suite 100 tut. el Boston,MA 02114-2017 www.mass.gov/dia \Yorkers'Compensation Insurance Affidavit:Builders/CoatractorslEleetridans/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organration/Individm0:Industrial Communications,LLC Address:40 Lone Street City/State/Zip:Marshfield, MA 02050 phone#:781-319-1111 Are you an employer?Check the appropriate hoc Type of project(required): 1.0 l am a employer with 80 employ=(MI and/or pm-lime)' 7. O New construction 2.01 ton a sole proprietor or partnership and have no employees working for me in 8. 0 Remodeling any capacity.[No workers'comp.laminate required] 3.01 am a homeowner doing all work myself workers'Comm insurance required] 9. Demolition❑ f. 4.01am a homeowner and will be hiring contractors to conduct all work on my property. 1 will 10❑Building addition ensure that all contractors either have workers'compensation insurance or are sole 1.E]Electrical repairs or additions p al,:'cwu with no employees. 12.❑Plumbing repairs or additions 5lam a genets contractor and I have hired the subcontnetors listed on the attached sheet. 13.0R00f airs These subunt actors have employees and have workers'comp.insurance? 6.0 We ore a corporation and its officers have exercised their right ofexmptionper Mac. 14.❑Ohe f�lecommunlcalOn3 152,0(4),and we have no employees.[No workers'comp.insurance required.) 'Any applicant that heck•box gl must also 611 out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit iadimtng they are doing all work and then hire outside contactors must submit a new affidavit indicating such. 'Contractors that check this box must attached en additional sheet showing the name of the sub-contactors andstatewhether or not those entities have employees. If the submatadors have employees,they must provide their worken'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job sae information Insurance Company Name:United States Fire Insurance Company Policy#or Self Criss.Lic.#:4087302597 _ Expiration Date:01/01/18 / Job Site Address: i /' 7 Zc1i&�to //2c24-7) citylstatelzip4/firida yriso, /L1,4 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as chit penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cer?iffren%dert$�jee ' and p dries rjury that the information provided above is Pae and correct Signature: ij Date: O����/,7 Phone#: 7�l' ! 4%l' Oficial use only. Do not write in this area,to be completed by city or town offrcid City or Ton: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Contact Person: Phone#: e 7 AWDDNYYYI ACORD CERTIFICATE OF LIABILITY INSURANCE 4norzol) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT The Driscoll Agency NAMme. Ken Christianson FAx 93 Longwater Circle !NL No Fm 781-681-6656 INC Not 781881-6686 Norwell MA 02061 ADORERS,kchristianson@driscollagency.Com_ INSURERS)AFFORDING COVERAGE NAIL• _. -. NSU A:Travelers Property Casualty Company 25674 INSURED 2066 XSURaRB:United Stales Fire Insurance Co 21113 Industrial Communications&Electronics, Inc. NSVRER c_The North River Insurance Company 91105 Industrial Tower 8 Wireless,LLC NSURERD:Crum&Forster Indemnity Company _ 31348 Industrial Communications,LLC',40 Lone Street Marshfield MA02050-2102 NSURDa E: MSURER F'. COVERAGES CERTIFICATE NUMBER:808543232 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. NOTWTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. iNsR TR TIPEOF INSURANCE IIA,yDDL�RH °DUCT EFF POLICY EXP I SD'MD PWLY NUMBER -IM1/2017 I IM1/2018 YI• LIMITS LB 'X COMMERCIAL GENERAL • 5439986510 '1/1/2017 1/1/2018 EACH OCCURRENCE I CLAIMS-MADE X iOCCUR DAMAGE TO RENTED REMISES(Ea atanerevl _S3C0,000 MED EXP IAM one person) $15000 X XCU PERSONAL BADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER'. 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ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD FDH FDH Engineering,Inc.,6521 Meridien Drive Ralegh,NC 27616,Ph.91S755.1012 Structural Analysis for CTI Towers 150'Guyed Tower Site Name:Northampton Site ID: 10446 AT&T Site Name:S3333Northampton Mountain Laurel Path FDH Project Number 13TIS01400 Analysis Results Tower Components 100.3% Sufficient Foundation 67.5% Sufficient Prepared By: Reviewed By: Adam Bryan, El Dennis D.Abel,PE Project Engineer Director of Structural Engineering MA PE License No.45976 FDH Engineering,Inc. 404a, 6521 Meridien Drive Raleigh, NC 27616 1 ABEL ' (919)755-1012 2 STRUCTURAL y info@fdh-inc.com NNe•45976 sWete February 24, 2014 a2-Z `l-Za/y Prepared pursuant to ANSI/nIA-222G Sbuctural Standard for Antenna Supporting Structures and Antennas Document No.ENG-RPT-5038 Revision Date:07/05/11 Structural Analysis Report CTI Towers Site 1D'.10446 February 24,2014 TABLE OF CONTENTS EXECUTIVE SUMMARY 3 Conclusions 3 Recommendations 3 APPURTENANCE LISTING.. 4 RESULTS 6 GENERAL COMMENTS 9 LIMITATIONS 9 APPENDIX 9 Document No.ENG-RPT-503S Revision Date'.06/17/11 2 Structural Analysis Report CTI Towers Site ID:10446 Febmary24,2014 EXECUTIVE SUMMARY At the request of CTI Towers, FDH Engineering, Inc. performed a structural analysis of the existing guyed tower located in Northamton, MA to determine whether the tower is structurally adequate to support both the existing and proposed loads pursuant to the Structural Standard for Antenna Supporting Structures and Antennas, ANSI/IIA-222-G. Information pertaining to the existing/proposed antenna loading, current tower geometry, the member sizes, geotechnical data, and foundation dimensions was obtained from: ❑ FDH Engineering, Inc.(Project No. 1320751500)Guyed Tower Mapping Report dated November 1,2013 ❑ FDH Engineering, Inc.(Project No. 1320761500)Dispersive Wave Propagation Testing Investigation of Existing Tower Foundations dated November 1,2013 ❑ FDH Engineering, Inc. (Project No. 1308881600) Geotechnical Evaluation of Subsurface Conditions dated November 4,2013 ❑ FDH Engineering, Inc. (Project No. 1311S01400)Modification Drawings for a 150'Guyed Tower dated February 24,2014 ❑ CTI Towers, Inc. The basic design wind speed per the ANSVI'IA-222-G standard is 95 mph without ice and 40 mph with 1" radial ice. Ice is considered to increase in thickness with height. Furthermore,this structure was analyzed as a Class II structure in Exposure Category B, with a topographical factor of 3 with a crest height of 200 ft, and Spectral Response Accelerations of Ss=0.224 and Si=0.066. Note: Per Section 2.7.3 of the ANSIITIA-222-G standard, the seismic/earthquake loading effects can be ignored if spectral response acceleration at short periods(Ss)is less than or equal to 1.00. The tower's location mandates a design Ss of less than 1.00,thus seismic loading was not considered as part of the analysis of this structure. Conclusions With the existing and proposed antennas from AT&T in place at 146 ft, the tower meets the requirements of the ANSUI/A- 222-G standards provided the Recommendations listed below are satisfied. Furthermore, given the foundation dimensions (see FDH Engineering, Inc. Project No. 1320761500), the foundation modifications (see FDH Engineering, Inc. Project No. 13TIS01400), and utilizing the given soil parameters (see FDH Engineering, Inc. Project No. 1308881600), the foundations should have the necessary capacity to support both the proposed and existing loading.For a more detailed description of the analysis of the tower,see the Results section of this report. Our structural analysis has been performed assuming all information provided to FDH Engineering, Inc. is accurate(i.e.,the steel data, tower layout, existing antenna loading, and proposed antenna loading) and that the tower has been propedy erected and maintained per the original design drawings. Recommendations To ensure the requirements of the ANSUIIA-222-G standard are met with the existing and proposed loading in place, we have the following recommendations: 1. Coax lines must be installed as shown in Figure 1. 2. RRU/RRH Stipulation:The proposed equipment may be installed in any arrangement determined by the client. 3. Modifications listed in FDH Engineering, Inc. (Project No. 13TIS01400)Modification Drawings for a 150' Guyed Tower dated February 24,2014 must be installed as specified for this analysis to be valid. Document No.ENG-RPT-5033 Revision Date:06/17/11 3 Structural Analysis Report CTI Towers Site ID:10446 February 24,2014 APPURTENANCE LISTING The proposed and existing antennas with their corresponding cables/coax lines are shown in Table 1. If the actual layout determined in the field deviates from the layout,FDH Engineering,Inc, should be contacted to perform a revised analysis. Table 1 •Appurtenance Loading Existing Loading: —len Id l:i000t E 9v31ion scr pion Fe2rJ Tc Carie E!evaion 10L91 Type m� 157 1 18.5'Di••lew/ 16 Demerits — 148.5 1 1.5'Standoff Proposed Loading: Antenna )AOanl E evatloc Description Feedines „r,pie Eedalof f.'cint Type Sb (12)CCI HPA-65R-BUU-H8 (9)Ericsson RRUS-11 RRUs (6)Ericsson RRUs-12 RRUs (2)10mm Fiber 146 (3)Ericsson RRUS-32 RRUs (3)8mm RET AT&T 146 (3)T-Frames (3)Ericsson RRUS-E2 RRUs (8)0.645•DC (Assumed CaAa=43.62 fir) (6)Ericsson RRU-A2 Modules 4 Ra ca•DC6-48-60-18-SF Su•e Arrestors Document No.ENG-RPT-503S Revision Date:06/17/11 4 Structural Analysis Report CTI Towers Site ID:10446 February 24,2014 LEG "A" (60°) —. (1) 3/4" EXISTING CONDUIT —(1) 1/4" EXISTING CABLE TO 150' SAFETY CLIMB '< (2) 7/8" EXISTING COAX TO 148.5' (8) 0.645" PROPOSED DC CABLES r == te— (3) 8mm PROPOSED RET CABLES (2) 10mm PROPOSED FIBER CABLES _: - EXISTING FOR AT&T TO 146' • - PROPOSED .,: - FUTURE Figure 1—Coax Layout Document No.ENG-RPT-5035 Revision Date:06/17/11 5 Structural Analysis Report CTI Towers Site ID:10446 February 24,2014 RESULTS The following yield strength of steel for individual members was used for analysis: Table 2-Material Strength L'ernber T}a: tick S. ,gh Legs 50 ksi(Assumed) Bracing 36 ksi(Assumed) Table 3 displays the summary of the ratio(as a percentage)of force in the member to their capacities. Values greater than 100% indicate locations where the maximum force in the member exceeds its capacity. Note: Capacities up to 105%are considered acceptable. Table 4 displays the maximum foundation reactions. If the assumptions outlined in this report differ from actual field conditions, FDH Engineering, Inc. should be contacted to perform a revised analysis. Furthermore,as no information pertaining to the allowable twist and sway requirements for the existing or proposed appurtenances was provided,deflection and rotation were not taken into consideration when performing this analysis. See the Appendix for detailed modeling information. Table 3-Summary of Working Percentage of Structural Components Sect on Elevation Conponenl Pass Ho. H Type --- ,h Ca zu_y Fail T1 150-140 Leg P2.5x.203 2.875 00) 29.2 Pass T2 140-120 Leg P2.5x203 2.875 3D) 33.5 Pass T3 120-100 Leg P2.5x2032.875OD) 51.3 s Pass T4 100-80 Leg P2.5x.203 2.675 3D) 79.6 Pass T5 B0-60 Leg P2.5x.203 2.875 OD) 88.3 Pass T6 60-40 Leg P2.Sx.203 2.875 OD) 69.5 Pass T7 40-20 Leg P2.5x.203 2.87500) 59.5 s Pass TB 20-6.78 Leg P2.5x.203 2.875 00) 59.5 Pass T9 6.78-0 Leg P2.Sx.203 2.875 03) 59.2 Pass T1 150-140 Diagona 100.3 Pass T2 140-120 Diagona 33.3 Pass T3 120-100 Diagona 32.0 Pass T4 100-80 Diagona 44.8 Pass 15 80-60 Diagona 79.2 Pass T6 60-40 Diagona 43.0 Pass T7 40-20 Diagona 28.6 Pass TB 20-6.78 Diagona 15.7 Pass T9 6.78-0 Diagona 14.1 Pass T1 150-140 Hodzonta 718 35.0 Pass T2 140.120 Hodzonta 78 18.2 Pass T3 120-100 Horizonta 78 7.1 Pass T4 100-80 Horizonta 7/8 11.0 Pass 15 80-60 Hodzonta 7/8 53.8 Pass T6 60-40 Hodzonta 718 9.6 Pass T7 40-20 Horizons 7/8 8.2 Pass Document No.ENG-RPT-5035 Revision Date:06117111 6 Structural Analysis Report CTI Towers Site ID:10446 February 24,2014 Sect cn Fevator Comoonenl Pass u ryoa ''ze G=_pxity :=ail T8 20-6.78 Horizontal 7/8 8.2 Pass T9 678-0 Horizontal 7/8 5.7 Pass T1 150-140 Top Girt 7/8 1.4 Pass T2 140-120 Top Girt 1114 7.8 Pass T3 120-100 Top Girt 11/4 14 Pass T4 100-80 Top Girt 11/4 3.1 Pass T5 80-60 Top Girt 11/4 4.9 Pass 16 60-40 Top Girt 11/4 3.2 Pass T7 40-20 Top Girt 11/4 2.2 Pass T8 20-6.78 Top Girl 11/4 1,1 Pass T9 6.78-0 Top Girt 11/4 18.0 Pass T1 150-140 Bottom Girt 7/8 63.1 Pass T2 140-120 Bottom Girt 7/8 2.7 Pass 13 120-100 Bottom Girt 7/8 6.0 Pass T4 100-80 Bottom Girt 7/8 10.9 Pass 15 80-60 Bottom Girt 7/8 12.0 Pass T6 60-40 Bottom Girt 7/8 7.3 Pass T7 40-20 Bottom Girt 7/8 2.0 Pass Ti 150-140 Guy A@140.2 7/16 927 Pass T5 80-60 Guy A@73.2 7/16 52.5 Pass T1 150-140 Guy B@140 2 7/16 97.1 Pass T5 60-60 Guy B@73.2 7116 56.2 Pass T1 150-140 Guy C@140 2 7/16 94.2 Pass T5 80-60 Guy C@73.2 7/16 55.1 Pass T1 150-140 Torque Arm Top@140.2 L3x3x3/8 17.1 Pass T5 80-60 Torque Arm Top@73.2 L3x3x3/8 12.1 Pass T1 150 140 Torque Arm L3x3x3/8 Bottom@140.2 36.4 Pass T5 80-60 Torque Arm L3x3x3/8 18.8 Pass Bottom@73.2 Table 4-Maximum Base Reactions Jon_•enaives Tower Base 1 k a 120 k Anchor 23 k 28 k 'Foundation determined to be adequate per independent analysis. Document No.ENG-RPT-503S Revision Date:06/17/11 7 Structural Analysis Report CTI Towers Site ID:10446 Febmay 24 2014 GENERAL COMMENTS This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of the tower and its foundation. It is the responsibility of CTI Towers to verify that the tower modeled and analyzed is the correct structure (with accurate antenna loading information) modeled. If there are substantial modifications to be made or the assumptions made in this analysis are not accurate, FDH Engineering, Inc. should be notified immediately to perform a revised analysis. LIMITATIONS All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the evidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of new or additional/updated information. All services are provided exercising a level of care and diligence equivalent to the standard and care of our profession. No other warranty or guarantee, expressed or implied, is offered. Our services are confidential in nature and we will not release this report to any other party without the client's consent. The use of this engineering work is limited to the express purpose for which it was commissioned and it may not be reused, copied, or distributed for any other purpose without the written consent of FDH Engineering, Inc. Document No.ENG-RPT-503S Revision Date:06/17/11 8 IR-02..0RMal I if I m6 °r a%f �� M7°' �RaWMNI n PLAN %fa73 \%\a. \N DESIGNED APPURTENANCE LOADING ,, TYPE ELEVATION TYPE F ELEVATION �� u�uuw Rod mRRUS12 w w w r158 RRUS E2 141 al 14a 5 MRRUs-ll los � W.00 i)(4/REA-6513.BUU-H8.44Mounl P.p. 144 _ RI RRUS 12RRUS- ro Mount - ¢E2 0)RRuS-t2 10 aauu module 1 (2)RRusrz It1'^.,n 6FSu Sugennna. las e LLNaw Me 1K K ra 146 RRa - _ ie _ 0P£sury 1K rI RIaU-A2Module _ It saw d 2e au 1tl .. 26 146 P ,I WRRWtt i1M - „ 'i — - _-_ MATERIAL STRENGTH GRADE 1 w Fy 851.44Fu GRADE A38coke Fy ww Fu nzn 31 8$444,4444 e� \\ TOWER DESIGN NOTES r <co <e 1. Tower is located Hampshire County,Massachusetts. 1%'he l 2. Tozer designed for Exposure B to the TMA-222-G Standar. E,tO 3. Tower designed for a 95 mph basic wind in accordance with TIA-222-G Standar. epon 'o Ma <_ Toweris also designed for a 40 mph basic wind with 100 In ice-Ice is considered to Increase in thickness with hen ht. 9 \ 5. Deflections are basedupon a 60 mph wind. 6-Tower structure Class II. %\ 7. Topographic Category 3 with Crest Height of 200.00 ft coon 6. TOWEROWERRATING_100J% � \ con m 68ft ex ® \' k 8 a. ® tan Rt(mse9 18.100 ti £ it r I. B e s 5a re x a a s AI.REACTORS ARE FACTORED FDH Engineering,Ina o°Northampton-10446 FDH 6521 Meridien Drive,Suite 107 111d1" 3nsamoo Raleigh, NC 27616 Mo"CTI Towers prawn M,.Adam Bryan Pond- raw Anal% Phone:919-7551012 Co°`TIA-222G Da"02/24/14 ire' NTS FAX 919-7551031 Ram— DANn.E-1 City of Northampton s 'a�\ Massachusetts Ass' s. xO'< 4 k ® c `4( IC .1' DEPARTMENT OF BpSLDZNG INBPECTIONS ; F" ,ter ziz Main ST • Municipal Building %,, cfi Northampton, Ma 01060 $11 apo INSPECTOR Louis Hasbrouck Fax:413-587-1272 Chuck Miller Building Commissioner Phone:413-587-1240 Assistant Commissioner CONSTRUCTION CONTROL DOCUMENT (For professional Engineers/Architects responsible for Entire Project) Project Title: AT&T 790 Florence Road (S3333) Date: May 12, 2017 Project Location:790 Florence Road Map: 37 Parcel: 77-1 Zone: SR Proposed co-location of AT&T equipment at existing telecom facility as shown in the latest Scope of Project: revision of the construction drawings prepared by ProTerra Design Group, LLC issued 05-12-17. In accordance with the Eighth edition Massachusetts State Building Code, 780 CMR Section 107.6: Jesse Moreno, PE Mass. Registration# 47315 , Being a registered professional Engineer/Architect hereby CERTIFIES that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Excluding tower structural&required [X] ENTIRE PROJECT structural modification to tower foundation, pending post-modification inspection report. For the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 10.7.6.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed In a matter consistent with the construction documents. I shalt submit periodically, in a form acceptable to the building official, a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. - - MHso / JES . GN•fessional (f ,M%• A ydp 4 Mill Day of 20 /7 �1' 1247 (seal) `p ProTerra DESIGN GROUP LLC % i >cc „, � ,.u0 .9A e 33 W *_. � at &t z /si u/ 0 N.m_Ae_R,�" SITE NAME: NORTHAMPTON MOUNTAIN LAUREL PATH I- SITE NUMBER: MA3833 (S3333) 0 1i ADDRESS: 790 FLORENCE ROAD NORTHAMPTON, MA 01062 H CO-LOCATION ON EXISTING GUYED TOWER PROJECT INFORMATION Z DRAWING INDEX TYPE A N 0 1. Ce N a=v N TY MAP s cr I re r J 31 20 VICINITY x rRoN-4 r PALN 01 J �N T I; p Ili_ / �"� 1 4 LTHET 1 Rp `� 6 C F9 V E 1 ,,0# S R T F N T VTnry A .LI. 'd Dl 1 R R 0.04°‘ �` P S114 tl� s g/ Si NL- 4* LN L R l aNS ( la KK3 1 L4 N '1 I` A IF. _ e/ sT RL / i m_L RJ E . .R@�' � c u sm aL a/ sE 11F1 +r IA c� 06 a41 . TIm LOCUS AT Tac— z a a" n 4 Nhr IA`. ki : (6 A Ito L z Llnl _ - �– / � r r L F C / Lv u A am �n LL L 6 GENERAL NOTES - � R „TA_ � —J _9._ PEA YplIN4 / )JI 'ARL/ol)N "]R � hW P 4APNH -- PlJS / 2 � ] f V )AN S / A 33 1}x39 An I R I' R l 3 L A )A J I Y 1 _ 3DI] A R FI ] J L 1 ]f 5 � / 91 JPF r IA A f J 1 L 1 1 R al/ �_- k 4/ / a° / _- 19/ Ir ILL ]11¢g( P f I 4 H f4 A PI A R �� I` e L c 4 – A AV / f A ' L. I , D PA a AN 3X 3Th 33 Tzss T / � L. aA u R nI / 45'• f uA� a n1 N E u 1 o v uv / s E:w3R. 3 x -. m n 4E 1A xi N W.NI)d AIS Di _ N AIP AFA IDti R AAA N "`f A A ]sotf w_ u. F. 2 0L= la A'ISp Aq ull,. f / ];3 .,1„ TITLE SHEEP EffSIh TJ 3 h[il9 R 49RIfn N. RwERA/<= ' T-1 I 2 I a I n GENERAL NOTES CONCRETE&REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES: ProTerra 0 5 LITI ANC nF ,N AND [..5 e'.0 TION 5 t Fr n ION FOR T AS "IN V L 4 N_ n nLC 'RC ACL u 0 DESIGN GROUP. LLC 11 ACTOR - GO, (SONS IT CANFR DROP rR ,5a 1 E 8 F G Ex Dei vA COCJ EvNJFA. H.n - £ F C CC nN L.AL ( 654 363 I1410++.1 ▪ C =ERu + r , 3433.' NA A ATD p Y _ eel M A re- RRI -NTE44 5,61t3 OD+41652 ov S 9 f !RS 4 y35 49 SCT S , -ROUGH C. LEX ERIE CAM "SAY RLu,S 1 4)1113,31, AND ORDENAN,IX CI CRON"FACNER ',HALL !SCES Al Si 3N.C,RIAIr NOTICESALL 111 ARON, .n +A+ rTRPT L 1 ANLRICAlIN".if 4 1uL4 '•MC , h N FT GNCf I RHA [IR an V RIFFS ESL-VC FPVN' - A(11 C 0£. �}+N1. 3 GF1,M1AL C 16Fi eSCN1 ACA fL T.+y ANS 3,As SEAll AN' ( Ct } y'a REFE IV L ( nS $ C - • `F nl e C ;COC ���� EE2T++,, N R S ANC I A„ R N SSRx , L LE,E A LA ,R N L a P ,xCAN IN5 ; N t F 'ALL _ NA, kA , x A . R A (E - DAM IIA„ CIC -A I HAM t n ER Y" n_L EC Ax p AL Ex OS N AI(ORDAa n I T C 1P<t e N_, AR LQASC , F ♦ n nrl t E, Eng. O. CAR q,,, m rv, GF R 1 , iry .rvO Cx5 S ',AIA'o R eau. A .,.,6 t v � E ,l C.54 TT E E Y te e le Wee,c AC eeCee 4 WA _1 IC f _ • C C C9 _L t V 1 C p E ECC: 0 t O LAPS A. nr p 1. :C, n nn ICS a DO+ ,Avjr.HI. Iii ANI/CP SF A N- OAA A RLLr, 12 0 E S. 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A GL s r 144 .. o . Q-cA r, 14C-4,- +s . ., ,. S n s, R.,i > n r r Axt5 o , . xs A:, , +mAP a � -,a Hyry � — , NT ,., Ocrt. A N RA t „T - ANx x . .A„ LI ,... A. ..mt . r - t L 2 3 � 5,154° ce a*E re ^- "I N COMPACTION EQUIPMENT NOTES: , _L tP , T' „ "" '£" " ' ` N `' ' " - 'sA - .: ..: ORIR/ I,T ROL P NREA u+ , P R.Lvr.v...As, r — __ CT I A P.x r ,>M Acs - u. I s 0,2N , 3N is, ,., A ma CONSTRUCTION NOTES: .., , . ,, ,. A' - A n ' . , ,n rA », NC t°17. ,. O ,A P N,.. 1p1 CENERAL NOTES .SON 4NI 344N .1 Al FN . A A ,. 0,134E ]Dirt PACS CA I - ,.L .„P„ . E ,rt. N A AA 0114 ..E CARPI . _, „ PI'..el .. w.- N E AA� > .. _, OR � , . A£ Y. IF„ A , GN-1 I i I , I , GENERAL NOTES ZONING SUMMARY TABLE ProTerra N DESIGN GROUP, LLC 1 T E DICAACT OWNARS RN Ar LIM IS AN DEANNE 1 dumpy ALA, sc Du, (MN( IS RE I LAM rA3 FHA., Rrom„, ISDN rC „MRS D _ r :AS E _ — o -IM - — 0e6 (hiIDE ♦ f P 9 e o„ „A 0 Sig T/E dR 1` _ ffi _ .. A L? IA"A'APICNS Pi A SA jP"PAC 'y P IP IPSLAIPf' 'PAISES'"? 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(4)DC 6V "_ I POWER (0)RET C I� IIM SECURED TO SWTMNfti I TOMER FACE ON (P)CABLE Ni DER PIP - ygI i �l� �(P)syMR (vrONnRS) tQ aNgIaE/ NMOmFcenoxxores 4v ����iY N • os $n +.• CO 6 l))y IIB-R'nl'-3 it EQUIPMENT PLATFORM J 9 J 5'dvyl SOUTHWEST ELEVATION/\ �'� ` - ELEVATION A-3 -I D ProTerra EOLief. DESIGN GROUP, LLC _a AlsI Cti' 1.14LY DRAMA S Hi AAN" Nc ri V II 411034,1 ,113 k 4E4, , s J v5 •¢ ANION3 ( N L sz ENE .va m T 0 / HP RE 4 n . � S 3 0 0 nC I „.1� f I j 214 � � INA F_— 1 ,,.. f ... s f L AEON•F /SA,/ � • • E, ,,, a. 2,. 1 ENAME AN HI. ELL .22Mkpr -- _ _ - E IEC 112i . I.. n � FEIN/ .R NH 4 I 134NE.E. 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A „u f , L r s. i—//. 1 • FRONT VIEW SIDE VIEW - DETAILS EQUIPMENT PLATFORM DETAIL j COMPOUND SURFACE -�I • D-1 ProTerra :IIfnWllllmuI DESIGN GROUP, LLG 1,4: I �Q_ ss Svc _ ( J i\ (P)S RRU,SECTOR or J �1 a mL r s Art O POST MC4FIPA1ION INSPECTOR REPORT TO BE 1 P EA COMPLETED BY FON PPCF i0 INSTALLATION OF AT&T EQUIPMENT ON TOMER TO CONFIRM THAT Arc V IN ANCE WTI 114E PLANS L \� MOUNTINGMOJNTED TPEFRAME fl2) �' RF EMOCIFICATONS HAW SEEN COMPLETED QUIPMENT EACCORDANCEAN l ON INES 9 EPOii S1, PER & RECORD 15A�' SECTOR(J TOTAL) \ — \` SURGE SUPPRESSOR (rW OF 2) J NTTLEDY STRUCTRAREA ED BY FON. INC TOPERS. P`N II NN AL ANALYSIS FOR GT 0' GUYED ill hcli /\ O \ x. ,_.-1)))),(P) B COR FRAME 'MnI mFFJ `� . ANTENNA EQUIPMENT X21 I , c % ARM SITEPROI (P/N VTAB-RRU) / ' 2 I I I I / 1 I F e, I 1 I - III s-i/s saw (2-7/0.4) -__ 8' .PIDE.TWO �D + t I I 1 S TOTAL) I 1 t- o- ; I N r— 1 -I 1 1 o �� t ANTENNA PLAN �I� L L -- - / , o ANTNNA =PFEsc ) _ , g�w l � AP y yy. 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(VALMONT PM aM (D) AND BLANK vB v u CUSHION O)HMThGER (VALMONT P/N (4)DC POWER CABLES — SRSRO) WTI DRILLED HOLES HANGER (VALMONT M SNC 0) Ng AND BL CUSHION Halca (VALMONT PM STRERo)WTI DRILLED HOLES -- LZSECTOR FRAME / '," TYPICAL ANTENNA ELEVATION , ,12 2) � CABLE LADDER �^' DETAILS of i z/ D-2 ProTerra DESIGN GROUP, LLC eA„„,m,BA ,,,,,_C„ RF EQUIPMENT TABLE r �. , D- rL - P .,vA }.� I TAIA r s a — r3L,A 1 1 n i — , r. _ N . T r r „ r T 1 1 S j N N3A A A j /Shill ii U APEND NG Y wN MTTH C ISSTRU1O MANAGER&UPUTY PURVEYORr } FOR SERVICE & TRANSFORMER -_ _ _ _ \ v,n, P _ IXI REQUIREMENTS. CQITRACTOR 70 - A VERIFY PRIOR TO INSTALLAR AND PREPARATION OF BOM. y C � / L - NE 3.d.. 9 cY , [ sA A , AA; ; �«. A- I _ oo 9T,T3 A U MN N \1 R EN sen A A r ,..AN rAE an »A ; &IL „u . ATJA w x v 4 AA L Nk N A r �SA•il !J ��� �, „ ,_C„ _ - K ECS .. i I'M; kill A � ;I ( �xatH .Y N <. i A.69.ixv vw t v 4 pA. a� q2N VL 6 2 A L AM M.„o. 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