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44-014-002 BP-2022-0306 254 OLD WILSON RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 44-014-002 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-0306 PERMISSION'S HEREBY GRANTED TO: Project# ANTENNAS Contractor: License: Est. Cost: 35000 SBA NETWORK SERVICES LLC CSL071639 Const.Class: Exp.Date:06/07/2023 BROADBENT, ERICSSON &SUSAN LEIGH Use Group: Owner: MACRAE MAIL: SBA COMMUNICATIONS CORP Lot Size (sq.ft.) Zoning: SC Applicant: SBA NETWORK SERVICES LLC Applicant Address Phone: Insurance: 134 FLANDERS RD SUITE 125 (508)944-2905 UB-4L099102/UB-3L884966 WESTBOROUGH, MA 01581 ISSUED ON:03/29/2022 TO PER FORM THE FOLLOWING WORK: REPLACE 9 ANTENNAS &RELATED LINES&EQUIPMENT 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 # Foundation: Gas: Final: Final: Rough Frame: Rough: Fire Department Driveway Final: Fireplace/Chimney: Final: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: 9 Ti • • Fees Paid: $245.00 212 Main Street,Phone(413) 587-1240,Fax:(413)587-1272 Office of the Building Commissioner File #BP-2022-0306 APPLICANT/CONTACT PERSON:SBA NETWORK SERVICES LLC 134 FLANDERS RD SUITE 125 WESTBOROUGH, MA 01581(508)944-2905 PROPERTY LOCATION 254 OLD WILSON RD MAP:LOT 44-014-002 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $245.00 Type of Construction: REPLACE 9 ANTENNAS &RELATED LINES&EQUIPMENT New Construction Non Structural Renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: V 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 Penn its Required: Curb Cut from DPW Water Availability Sewer Availability Septic ApprovalBoard of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay 0 ;,, i f Sign. ure o:Building Officra / 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. r cJ < The Commonwealth of Massachusetts . % - Office of Public Safety and Inspections Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Only) Building Perr_i N umber>22022^0304 Date Applied: Building Official: SECTION 1:LOCATION 254 Old Wilson Rd Northhampton 01062 No.and Street City/Town Zip Code Name of Building(if applicable) (4-4 b 1 t+-0e 2. Assessors Map# Block#and/or Lot # SECTION 2:PROPOSED WORK Edition of MA State Code used 2018 If New Construction check here 0 or check all that apply in the two rows below Existing Building 0 Repair 0 Alteration 0 Addition 0 Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other 0 Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes 0 No 0 Is an Independent Structural Engineering Peer Review required? Yes 0 No 0 Brief Description of Proposed Work Replace(9)antennas and related lines and equipment. All work conforms to parameters of an Eligible Facilities Request under Section 6409 of the Middle Class Tax Relief Act. SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) I] Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft) Total Area(sq.ft)and Total Height(ft) 149 149 SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2 0 Nightclub 0 A-3 0 A-4 0 A-5 0 B: Business 0 E: Educational ❑ F: Factory F-1 0 F2 0 H: High Hazard H-1 0 H-2 0 H-3 0 H-4 0 H-5 0 I: Institutional I-1 0 I-2❑ I-3❑ I-4❑ M: Mercantile 0 R: Residential R-10 R-2 0 R-3 0 R-4 0 S: Storage S-1 0 S-2 0 U: Utility Ui Special Use 0 and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA 0 IB 0 IIA 0 IIB 0 IIIA 0 IIIB 0 IV 0 VA 0 VB 0 SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Water Supply: Flood Zone Information Sewage Disposal: Trench Permit Debris Removal: A trench will not be Licensed Disposal Site 0 Public 0 Check if outside Flood Zone 0 Indicate municipal❑ required 0 or trench or specify: Private 0 or indentify Zone: or on site system 0 permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable❑ Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No 0 Yes 0 No 0 SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Does the building contain an Sprinkler System?: Special Stipulations: Design Occupant Load per Floor and Assembly space: SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Verrillo Gil F 254 Old Wilson Rd Florence 01062 Name(Print) No.and Street City/Town Zip - - 508-768-7960 jomorrison@sbasite.com Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: John Morrison 134 Flanders Road, Suite 125 Westborough Ma 01581 Name Street Address City/Town State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here D. Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals) Clement J Slaek- Chappell Engineering 47382 Name(Registrant) Telephone No. e-mail address Registration Number 201 Boston Post Rd W,Suite 101 Marlboro Ma 01581 Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor SBA Network Services LLC Company Name Richard Aiken CS-071639 Name of Person Responsible for Construction License No. and Type if Applicable 163 New County Rd Hollis Center Me 0.4042 Street Address City/Town State Zip Raiken@sbasite.com - - - Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L c.152§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this application? Yes 0 No D SECTION 12 CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)=$ 1.Building $$45,000 Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ appropriate municipal factor)_$ 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. John Morrison 508-768 7960 3/9/2022 Please print and sign name Title Telephone No. Date 134 Flanders Road,Suite 125 Westborough Ma 01581 jomorrison@sbasite.com Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: do 'I .r • d' I 3 a o Name Date Rick Aiken - 207.282.4200 x 4900 Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Construction Supervisor CS-071639 Expires: 06/07/2023 RICHARD D AIKEN 163 NEW COUNTY RD HOLLIS CENTER ME 04042 0�, . ..yi ,,,. �r, „ �. /r^ • . Commissioner lcc� fc. txein c ..._.. Construction Supervisor Unrestricted - Buildings of any use groin which corta' less than 35,000 cubic feet (991 cubic meters) of encL space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call (611) 727-3200 or visit www.mass.govidlit The Commonwealth of Massachusetts 1 f =4: =l /, Department of Industrial Accidents �1= 1 Congress Street,Suite 100 4i_ Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit:General Businesses. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Business/Organization Name:SBA Communications Corporation Address:8051 Congress Avenue City/State/Zip:Boca Raton, FL 33487 Phone#:508-251-0720 x3800 Are you an employer?Check the appropriate box: Business Type(required): 1.❑✓ I am a employer with 750 employees(full and/ 5. ❑Retail or part-time).* 6. ❑Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7. ❑Office and/or Sales(incl.real estate,auto,etc.) employees working for me in any capacity. 8. El Non-profit [No workers'comp.insurance required] 3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c. 152,§1(4),and we have 10.❑ Manufacturing no employees. [No workers'comp.insurance required]** 11.0 Health Care 4.❑ We are a non-profit organization,staffed by volunteers, with no employees.[No workers'comp.insurance req.] 12.❑✓ Other Telecommunications *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. **If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an organization should check box#1 I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name:Henderson Bros., Inc./Charter Oak Fire Ins. Co+Travelers Property&Casualty Insurer's Address:Henderson Bros., Inc: 920 Ft. Duquesne Blvd. City/State/Zip: Pittsburgh, PA 15222 Policy#or Self-ins.Lic.#UB-4L099102/UB-3L884966 Expiration Date:03/15/2022 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify,under the pains and penalties of perjury that the information provided above is true and correct. Signature: �4.4.Gd /1 Date: Phone#:508-?IA, 720 x 3801 www.mass.gov/dia ____,........4) SBACOMM-01 HJSESERKO A��R�T CERTIFICATE OF LIABILITY INSURANCE DAs/1s/Zo22TE YY, 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 NAME: Henderson Brothers Inc PHONE FAx 920 Ft.Duquesne Blvd. (A/C,No,Ext):(412)261-18421 (A/C,No):(412)261-4149 Pittsburgh,PA 15222 ithAhss:mailroom@hendersonbrothers.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Travelers Property Casualty Company of America 25674 INSURED INSURER B:The Charter Oak Fire Ins.Co. 25615 SBA Communications Corporation INSURER c:The Hartford Company Payable 29424 8051 Congress Ave. INSURERD: Boca Raton,FL 33487 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD (MMIDD/YYYYI (MM/DD/YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR GLSA-9P530142 3/15/2022 3/15/2023 DAMAGE TO RENTED 1,000,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT PRO- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ COMBINED SINGLE LIMIT 1,000,000 A AUTOMOBILE LIABILITY (Ea accident) $ X ANY AUTO CAP-474M814A 3/15/2022 3/15/2023 BODILY INJURY(Per person) $ - OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-AWNED PROPERTY DAMAGE - AUTOS ONLY _ AUTOS ONLY (Per accident) $ $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 15,000,000 EXCESSLIAB CLAIMS-MADE CUP-1T38674A 3/15/2022 3/15/2023 AGGREGATE $ 15,000,000 DED X RETENTION$ 10,000 $ B WORKERS COMPENSATION X STATUTE EOTH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N UB-4L099102/UB-3L884966 3/15/2022 3/15/2023 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Worker's Comp UB-3L884966 3/15/2022 3/15/2023 Each Acc/Policy Lmt 1,000,000 C Prof/Poll(100k SIR) 40 CPI HA6405 3/15/2022 3/15/2023 Claim/Agg 5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if mom space is required) For Informational Purpose Only CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Coverage THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SBA Communications Corporation 8051 Congress Avenue Boca Raton, FL 33487-1307 S BA 0111119 ES T+ 1 7 7 56 995 6 0 F+561 995 7626 sbasite.com Structural Analysis Report Client: T-Mobile Client Site ID/Name:4SH0218C/SH218/Golf Rawland Application#: 178137, v1 SBA Site ID/Name: MA13219-A/Northampton 2 150 ft Monopole 245 Old Wilson Road Northampton, Massachusetts 01062 Lat:42.295472, Long: -72.667389 Project number: MA13219-TMO-021422 Analysis Results Tower 50.5% Pass Foundation 53.0% Pass Change in tower stress due to mount modification/replacement N/A Prepared by Asmerom Hagos, February 14, 2022 Exp.o6/30/2022 .0OFmks, 'rcy STAPHA T,,. • MK:aSS • •1_, p o. 50322 FGISIER� F sS/ONAL O\j 02/14/2022 SBA Communications Corporation 8051 Congress Avenue INFO Boca Raton, FL 33487-1307 S B A I ES T+561 995 7670 F+561 995 7626 sbasite.com Structural Analysis Report Client: T-Mobile Client Site ID/Name:4SH0218C/SH218/Golf Rawland Application#: 178137, v1 SBA Site ID/Name: MA13219-A/Northampton 2 150 ft Monopole 245 Old Wilson Road Northampton, Massachusetts 01062 Lat:42.295472, Long: -72.667389 Project number: MA13219-TMO-021422 Analysis Results Tower 50.5% Pass Foundation 53.0% Pass Change in tower stress due to mount modification/replacement I N/A Prepared by Asmerom Hagos, February 14, 2022 Table of Contents Introduction 3 Analysis Criteria 3 Appurtenance Loading 4 Existing Loading: 4 Proposed Loading: 4 Analysis Results 5 Tower 5 Foundation 5 Conclusions 6 Installation Requirements 6 Assumptions and Limitations 7 Assumptions 7 Limitations 7 Appendix 8 Tower Geometry Coax Layout TESPole Report Foundation Analysis Report Page 2 S B A Ili Introduction The purpose of this report is to summarize the analysis results on the 150 ft Monopole to support the proposed antennas and transmissions lines in addition to those currently installed. Table 1 List of Documents Used Item Document Tower design/drawings Sabre, Job#05-04188, Dated 04/21/2005 Foundation drawings Sabre, Job#05-04188, Dated 04/21/2005 Geotechnical report _ JGI Eastern, Inc., Project#05180G, Dated 03/10/2005 Modification drawings _ N/A Latest SA SBAE, Project# MA13219-VZW-120621, Dated 12/06/2021 Analysis Criteria Table 2 Code Related Data Jurisdiction (State/County/City) Massachusetts/Hampshire/Northampton Governing Codes ANSI/TIA/EIA 222-G, 2015 IBC Basic Wind Speed (3-Sec gust) 91.0 mph (Ultimate Wind Speed: 117 mph) Wind Speed with Ice (3-Sec gust) 40 mph Service Wind Speed (3-Sec gust) 60 mph Ice Thickness 1.00" Structural Class* II Exposure Category C Topographic Category 1 Crest Height 0 ft Ground Elevation 307 ft. Seismic Parameter Ss** 0.17 Seismic Parameter Si 0.066 *This structural analysis is based upon the tower being classified as a structural class II;however,if a different classification is required subsequent to the date hereof,the tower classification will be changed to meet such requirement and a new structural analysis will be run. "Earthquake effects were ignored as per section 2.7.3 of the TIA-222-G code provisions for Ss<1.0. Page 3 S B A 111 Appurtenance Loading Existing Loading: Table 3 Existing Appurtenances Elevation Mount Type& Transmission Items Qty. Antenna Descriptions Owner (ft) Qty. Lines 1 3 Ericsson AIR 21 B4A/B2P Panel 2 3 Ericsson AIR 21 B2A/B4P Panel Platform w/v-brace (6) 1 5/8" 3 147.0 3 Commscope LNX-6515DS-A1M Panel kit&reinforcement (1)1 5/8" Fiber T-Mobile 4 3 Ericsson KRY 112 114 TMA kit (1) 1-1/4" LMU 5 3 Ericsson S11B12 RRU 6 6 1MA Wireless MX06FRO660-03-Panel 13 3 Samsung MT6407-77A-Panel Platform w/Hand Samsung XXDWMM-12.5-65-8T-CBRS- Rails w/(3)Dual 14 3 mount antenna (2) 1 5/8" Fiber 120.0 Panel Verizon bracket MA (18) 1 5/8"(J 17 3 Samsung RF4440d-13A RRU 18 3 Samsung RF4439d-25A RRU Wireless 91900314 02) 19 2 Raycap RHSDC-3315-PF-48 OVP Proposed Loading: Information pertaining to proposed antennas and transmission lines were based upon the Application#: 178137, v1 from T-Mobile and is listed in Table 4. Table 4 Proposed Appurtenances Elevation Transmission Items (ft) Lines Antenna Descriptions Mount Type&Qty. Lines Owner 7 3 Ericsson 840590966 Panel 8 3 Ericsson AIR6449 B41 Panel 9 3 RFS APXVLL19P 43-C-A20 Panel Platform w/v-brace kit (3) 1 5/8" 147.0 — (1) 1 5/8" Fiber T-Mobile 10 3 Ericsson KRY112 144 TMA &reinforcement kit (3) 1.9" Fiber 11 3 Ericsson 4480 B71+B85 RRU 12 3 Ericsson 4460 B25+B66 RRU Page SBA 111 Analysis Results Tower The results of the structural analysis are shown below in table 5. Additional information for the tower analysis is provided within the Appendix. Table 5 Tower Analysis Summary Pole shafts Anchor Base Plate Bolts Max. Usage: 50.5% 49.1% 48.2% Pass/Fail Pass Pass Pass Foundation The results of the foundation analysis are shown below in table 6. Additional information for the foundation analysis is provided within the Appendix. Table 6 Foundation Analysis Summary Structural Component Max Usage (%) Analysis Result Foundation 53.0% Pass Page 5 S B A Conclusions Based on the analysis results, the existing tower and foundation were found to be sufficient to safely support the equipment listed in this analysis. No modification to the tower and foundation is needed at this time. Installation Requirements This analysis was performed under the assumption that the carrier will place the proposed equipment and feed lines at the installation height listed in Table 4 and in accordance with the coax layout shown. TMAs and RRUs are to be installed on existing mounts behind tenant's antennas unless otherwise noted. No equipment is to be installed directly in the climbing path. All equipment is to be installed per mount manufacturer specifications. In case site conditions do not allow for the required installation parameters to be met the carrier must notify SBA Communications Corporation engineers for approval of an alternative placement. Page 6 S B A El Assumptions and Limitations Assumptions This analysis was completed based on the following assumptions: • Tower and foundation were built in accordance to manufacturer specifications. • Tower and foundation has been properly maintained in accordance with the manufacturer's specifications • All existing structural members were assumed to be in good condition with no physical damage or deterioration associated with corrosion • Welds and bolts are assumed able to carry their intended original design loads. • The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Table 3 and 4. • This analysis may be affected if any assumptions are not valid or have been made in error. SBA should be notified to determine the effect on the structural integrity of the tower. Limitations The computer generated analysis performed by the tower software is limited to theoretical capacities of the towers structural members and does not account for any missing or damaged members or connections. The tower and foundation are assumed to have been properly designed, fabricated, installed and maintained, barring any conflicting findings from the most recent inspection. SBA Communications Corporation has used its due diligence to verify the information provided to perform this analysis. It is unreasonable to perform a more detailed inspection of a tower and its components. This report is not a condition assessment of the tower or foundation. Page 7 S B A III Appendix Page8 SBA go Structure: MA13219-A Code: EIA/TIA-222-G 2/14/2022 Site Name: Northampton 2 Exposure: C SBA Height: 149.00 (ft) Gh: 1.1 CEI Base Elev: 1.000 (ft) Page: 1 Dead Load Factor: 1.20 ,1 Iterations: 22 Wind Load Factor: 1.60 K Load Case : 1.2D + 1.6W 91 mph Wind ►---� Copyright©2022 by Tower Engineering Solutions,LLC.All rights reserved. Y 149010 r ,I. 145.000• 1.00 iar-a" L IL -9- t,rTlick 140000• ix-e- 57, 165 6511 135.000. n 130.000' _ 125.000. ' • 6a 119.600• s�cnucr, 115.000• 051011 110.000• 105.000• - 100.000• 1003• L 94.750• - 9t_r I I Si' t 90.000• I • 85.000- 80.000- c .._ 75.000• i 5 5,. • 70.000• t-s r, 5y E"This} 155 KT' fi5.000- 60.000 53.250• # 50.000• __ 53 3 } 45.000- d6 5t- 40.000 0.40 35.000- 30.000' 0.43 25.000. 53'3` 20.000• 3 Thy 15.000• (sSKsi 048 10.000. 5.000• 050 0.000 1.00 0.01 0.11 0.21 0.31 0.41 0.51 0.61 0.71 0.61 0.91 6T t Interaction - Type: Tapered Base Shape: 18 Sided 2/14/2022 Site Name: Northampton 2 Taper: 0.16494 SBA Height: 149.00 (ft) El Base Elev: 1.00 (ft) Page: 2 Shaft Properties Y Length Top Bottom Thick Joint Grade +49'0• - Seq (ft) (in) (in) (in) Type Taper (ksi) :7. t 1 53.25 49.57 58.35 0.375 0.16494 65 14YS• ii yr Thick' 2 53.50 42.46 51.28 0.322 Slip 0.16494 65 13,-0• sr (65K51) 3 48.00 36.09 44.01 0.322 Slip 0.16494 65 4 11.00 35.56 37.37 0.250 Slip 0.16494 65 Discrete Appurtenances Attach Force Elev(ft) Elev(ft) Qty Description Carrier Hwt.146.00 146.00 3 Ericsson KRY 112 114 T-Mobile 119-0 5n6"m;ck 146.00 146.00 1 Platform w/v-brace kit& T-Mobile f6SKSq 146.00 146.00 3 Ericsson 840590966 T-Mobile 146.00 146.00 3 Ericsson AIR6449 B41 T-Mobile 146.00 146.00 3 RFS T-Mobile L 146.00 146.00 3 Ericsson 4480 B71 +B85 T-Mobile 1eo3• 146.00 146.00 3 Ericsson 4460 B25+B66 T-Mobile 119.00 119.00 1 Platform w/Hand Rails Verizon 94'd" IG6• • 119.00 119.00 6 JMA Wireless Verizon 119.00 119.00 3 Samsung MT6407-77A Verizon 119.00 119.00 3 Samsung Verizon 119.00 119.00 3 Samsung RF4440d-13A Verizon 119.00 119.00 3 Samsung RF4439d-25A Verizon 119.00 119.00 2 Raycap Verizon ST-0 NW Thick 14-0• Linear Appurtenances (6SKSl) Elev Elev From (ft) To(ft) Placement Description Carrier 0.00 146.00 Inside 1 5/8" Coax T-Mobile 0.00 146.00 Inside 1 5/8" Fiber T-Mobile _•- 0.00 146.00 Inside 1.9"Fiber T-Mobile ka3' " 0.00 119.00 Inside 1 5/8" Coax Verizon 0.00 119.00 Inside 1 5/8"Fiber Verizon 16$" Anchor Bolts `� Grade Qty Specifications (ksi) Arrangement 16 2.25"18J 75.0 Cluster Base Plate 5►•3- _ 3r Thick Thickness Specifications Grade t65KS1) (in) (in) (ksi) Geometry 2.7500 63.0 60.0 Square Reactions Moment Shear Axial Load Case (FT-Kips) (Kips) (Kips) 1.2D+1.6W 91 mph Wind 2597.3 25.6 44.4 Or t__T-•- t---- -X 0.9D+1.6W 91 mph Wind 2579.5 25.6 33.3 1.2D+1.0Di+1.0Wi 40 mph Wind 554.8 5.6 73.2 1.0D+1.0W 60 mph Wind 702.6 7.0 37.0 z .- ' Copyright©2022 by Tower Engineering Solutions,LLC.All rights reserved. Type: Monopole 2/14/2022 Site Name: Northampton 2 S BA Height: 149.00 (ft) Page: 3 14 15 13 16 12 17 n to III W 1 5/8'Fber 0 To 119 Vel mn . (1)1-9"Fiber 0To 146 T-!Mobile • (3)1 5/8" 0 To 146 T-Mobile (1)15/8" Fiber 0 To 146 10 T-Mobile 1 • (18)1Sir 0 To 119 lkrizon 9 2 8 3 7 4 6 5 Copyright©2022 by Tower Engineering Solutions, LLC.All rights reserved. Monopole Mat Foundation Design Date 2/14/2022 SB A El Customer Name: T-Mobile TIA Standard: EIA-222-G Site Name: Structure Height(Ft.): 150 - - --------------.---- Site Number: Engineer Name: A.Hagos Engr.Number: Engineer Login ID: Foundation Info Obtained from: Drawings/Calculations Structure Type: Monopole A Analysis or Design? Analysis A.00 I /!I V o.00 Base Reactions(Factored): X / / �z / Axial Load(Kips): 44.4 Shear Force(Kips): 25.6 7 # 4 Uplift Force(Kips): 0.0 Moment(Kips-ft): 2597.3 99.0 41 # 9 41 # 9 Foundation Geometries: 5.5 V V 41 # 9 Mods required-Yes/No?: No # 9 Diameter of Pier(ft.): 7.0 Depth of Base BG(ft.): 5.5 I- • • • • • /41 • I n Pier Height A.G.(ft.): 1.00 Thickness of Pad(ft): 2.00 I I 2.00 V L • • • • • • J Length of Pad(ft.): 24.5 Width of Pad(ft.): 24.5 I< 21.5 T Final Length of pad(ft) 24.5 Final width of pad(ft): 24.5 A o.o A V A Material Properties and Reabr Info: 7.0 Concrete Strength(psi): 4000 Steel Elastic Modulus: 29000 ksi Vertical bar yield(ksi) 60 Tie steel yield(ksi): 604i/ 24.5 Vertical Rebar Size#: 8 Tie/Stirrup Size#: 4 24.5 W Qty.of Vertical Rebars: 38 Tie Spacing(in): 12.0 Pad Rebar Yield(Ksi): 60 Pad Steel Rebar Size(#): 9 38 # 8 Concrete Cover(in.): 3 Unit Weight of Concrete: 150.0 pcf V Rebar at the bottom of the concrete pad: V 0.0 Qty.of Rebar in Pad(L): 41 Qty.of Rebar in Pad(W): 41 )1 0.0 . > 0.0 Rebar at the top of the concrete pad: ( 24.5 L y Qty.of Rebar in Pad(L): 41 Qty.of Rebar in Pad(W): 41 Soil Design Parameters: Soil Unit Weight(pcf): 110.0 Soil Buoyant Weight: 47.6 Pcf Water Table B.G.S.(ft): 99.0 Unit Weight of Water: 62.4 pcf Angle from Top of Pad: 30 Ultimate Bearing Pressure(psf): 20000 Ultimate Skin Friction: 0 Psf Angle from Bottm of Pad: 2$ Consider Friction for O.T.M.(Y/N): No Consider Friction for bearing(Y/N): No Angle from Bottm of Pad: 25 Consider soil hor.resist.for OTM.: No Reduction factor on the maximum soil bearing pressure: 1.00 Foundation Analysis and Design: Uplift Strength Reduction Factor: 0.75 Compression Strength Reduction Factor: 0.75 Total Dry Soil Volume(cu.Ft.): 1966.18 Total Dry Soil Weight(Kips): 216.28 Total Buoyant Soil Volume(cu.Ft.): 0.00 Total Buoyant Soil Weight(Kips): 0.00 Total Effective Soil Weight(Kips): 216.28 Weight from the Concrete Block at Top(K): 0.00 Total Dry Concrete Volume(cu.Ft.): 1373.68 Total Dry Concrete Weight(Kips): 206.05 Total Buoyant Concrete Volume(cu.Ft.): 0.00 Total Buoyant Concrete Weight(Kips): 0.00 Total Effective Concrete Weight(Kips): 206.05 Total Vertical Load on Base(Kips): 466.72 Load/ Check Soil Capacities: Capacity Ratio Calculated Maxium Net Soil Pressure under the base(psf): 2077 < Allowable Factored Soil Bearing(psf): 15000 0.14 OK! Allowable Foundation Overturning Resistance(kips-ft.): 5200.0 > Design Factored Momont(kips-ft): 2764 0.53 OKI Factor of Safety Against Overturning(0.R.Moment/Design Moment): 1.88 OK! TES Engr.Number: 0 Page 2/2 Date: 2/14/2022 Check the capacities of Reinforceing Concrete: Strength reduction factor(Flexure and axial tension): 0.90 Strength reduction factor(Shear): 0.75 Strength reduction factor(Axial compresion): 0.65 Wind Load Factor on Concrete Design: 1.00 load/ Capacity (1)Concrete Pier: Ratio Vertical Steel Rebar Area(sq.in./each): 0.79 Tie/Stirrup Area(sq.in./each): 0.20 Calculated Moment Capacity(Mn,Kips-Ft): 5163.1 > Design Factored Moment(Mu,Kips-Ft 2712.5 0.53 OK! Calculated Shear Capacity(Kips): 660.1 > Design Factored Shear(Kips): 25.6 0.04 OK! Calculated Tension Capacity(Tn,Kips): 1621.1 > Design Factored Tension(Tu Kips): 0.0 0.00 OK! Calculated Compression Capacity(Pn,Kips): 9744.8 > Design Factored Axial Load(Pu Kips): 44.4 0.00 OK! Moment&Axial Strength Combination: 0.53 OK! Check Tie Spacing(Design/Required): 1 OK! Pier Reinforcement Ratio: 0.005 Reinforcement Ratio is satisfied per ACI (2).Concrete Pad: One-Way Design Shear Capacity(L-Direction,Kips): 570.0 > One-Way Factored Shear(L-D.Kips): 193.2 0.34 OK! One-Way Design Shear Capacity(W-Direction,Kips): 570.0 > One-Way Factored Shear(W-D.,Kips): 193.2 0.34 OK! One-Way Design Shear Capacity(Corner-Corner.Kips): 564.0 > One-Way Factored Shear(C-C,Kips): 192.2 0.34 OK! Lower Steel Pad Reinforcement Ratio(L-Direct.): 0.0068 'Oa Lower Steel Pad Reinf.Ratio(W-Direcl 0.0068 Lower Steel Pad Moment Capacity(L-Direction.Kips-ft): 3543.7 > Moment at Bottom(L-Dir.K-Ft): 952.6 0.27 OK! Lower Steel Pad Moment Capacity(W-Direction.Kips-ft): 3543.7 > Moment at Bottom(W-Dir.K-Ft): 952.6 0.27 OK! Lower Steel Pad Moment Capacity(Corner-Corner,K-ft): 4930.3 > Moment at Bottom(C-C Dir.K-Ft): 1347.2 0.27 OK! Upper Steel Pad Reinforcement Ratio(L-Direct.): 0.0068 OK! Upper Steel Reinf.Ratio(W-Dir.): 0.0068 Upper Steel Pad Moment Capacity(L-Direc.Kips-ft): 3543.7 > Moment at the top (L-Dir K-Ft): 409.8 0.12 OK! Upper Steel Pad Moment Capacity(W-Direc.Kips-ft): 3543.7 > Moment at the top (W-Dir K-Ft): 409.8 0.12 OK! Upper Steel Pad Moment Capacity(Corner-Corner.K-ft): 4930.3 > Moment at the top (C-C Dir.K-Ft): 384.7 0.08 OK! (3).Check Punching Shear Capacity due to Moment in the Pier: Moment transferred by punching shear: 1038.9 k-ft. Max.factored shear stress v„cp: 1.6 Psi Max.factored shear stress v„AB: 12.7 Psi Factored shear Strength iztiv,,: 189.7 Psi Max.factored shear stress v,,: 12.7 Psi Check Usage of Punching Shear Capacity: 0.07 III • • ",,EEAL COSTRUCTION NOTE GENERAL CONTRW TOR SHALL FURNIS1 ANL INSTALL ALL NITERN MOUNT STRUCTURAL NYGMENTS (STRL'CFJRAL WDFICATIORS)AT T-MOBRE'S PAD/VFRIICA EQUIPMENT SPACE PER T-MOBILE RECOMMENDATIONS FROM SBA-OOOADED ANTENNA MOUNT STRUCTURAL WALTZ NM NN SIPP.FIENTA.CONSTPJOTION YAWNS(PMMDED B.OTHERS). S H 218/GOLF AW LA\ NORTHEAST LLC SCOPE OF WORK 01NM NmE 106011.IAA REMOVE: TSAR)206-200 • 9 ANTENNAS • 3 TMAs APPROVALS 3 RRUs �+ A • 3 COAX CABLES S /'"'1 El PROJECT MANAGER: DATE: ZONING/SITE AGO.: DATE: 254 OLD WILSON ROAD •HST LL 9 ANTENNAS NORTHAMPTON, MA 01062 : 1 BR o BATTERY CABIN CONSTRUCTION" DATE: OPERATIONS; DATE SPAc�P IN FVNOERs READ.SUITE I. HAMPSHIRE COUNTY 3 6HYBRIDCABlES L M°"" (SOS)ssl-07m • 1 LOW-PROFILE MOUNT W/WWDRAIL RF ENGINFFRING DATE: TOWER OWNER: DATE SITE NOTESENGINEERING ST E \0. : L S H 0 2 1 8 0 1. NOTTHIS FOR HUUINTANAN NE TBTWN1DN RESTRICTED C AUSEDESS TELECOMMUNICATION M ION NFACI AND N LATWx.LLC T-MOBILE TECHNICIAN SITE SAFETY NOTES FOR DIE PURPOSE OF PRUWNG PUBLIC CETLUAR SERVICE AG COYPWMLE NOT REQUIRED. " "`RA. 01 MNnxOlnuol,NA 01.2 • POTABLE WATER OR SAMGRY SEANCE IS NOT RECURED. ((w).N1-7Am LOCATION SPECIAL RESTRICTIONS • No OUTDOOR STORAGE OR AM San WASTE RECEPTACLES REOURED. .crww•NALY-ro roe/ SECTOR A: ACCESS BY CERTIFIED COMBER 1 2. CONTRACTOR SHALL VERIFY EXWTI ALL PLANS, G DIMENSIONS,A DRN C CONNS ON JOB SECTOR EL ACCESS BY CERTIFIED CLIMBER SITE TYPE: 1 49'± MONOPOLE SITE CONTRACTOR STALL IMMEDIATELY NOTIFY THE ARCHTECT/EHGHFER IN WRUNG OF SECTOR C: ACCESS BY CERTIFIED CLIMBER ANY DISCREPANCIES BEFORE WCHRE ENDNEER PLACE THEP RE�SPOHG W1TH THE NSOUTY ON DEN FAILURE TO NOTIFY THE ' CONTRACTOR TO CORRECT THE „IN OF. CAPS/LMU: UNRESTRICTED DISCREPANCIES AT THE CONTRACTORS(PENSE. '(r RADIO CABINETS: UNRESTRICTED RE DESIGN GUIDELINE: 67E5A998E OUTDOOR . OLE �s'N PPC DISCONNECT: UNRESTRICTED 3. •NEW COISTRUCTNNN AIL CaSORM TO All APPLICABLE CODES LAID ORONINCES. \ MAIN CIRCUIT D/C: UNRESTRICTED • BMW CODE WCACOAAERS STATE BUILDING COE 780 PM(91H EDITION) I ` ��)1 NIU/T DEMARC: UNRESTRICTED • ELECTRICAL COO.2017 NATIONAL ELECTRICAL CONE C E� `•• OTHER/SPECIAL: NONE • STRUCTURAL CODE:M/EN-DOD-G STRUCTURAL STANDARDS FEB ANTENNA SUPPORT/NC ♦��F,.A STRUCTURES AUG ANTENNAS. A'/'l �'RJl. GENERAL NOTES VICINITY MAP SHEET INDEX _ `PROJECT SUMMARY ``v� I. 1116M uwu nuts u M.TM mnpna 9.YEE WEE.ROGOW m MORS " ' r ti,, ��Y sHr. SIZE NIIINERR .Lpllkt •T.U 1.6610II1 SAGE.MxE a�15 Oa NNW COWANCTEN U.COME.Of SOK Of...MR !1.1 � ��• a� ! NO. DESCRIPTION VER. SITE NAME SH218/GOLF WARMDWNWOON 6.ME.NSNUM¢O M "tom 'Rx W TAU P (�, e 1 ' •C�r T-I DOLE SHEEP15&SITEMkIHR: WI32i9-AI CFFGXFD Bf: .YfAMOR.a TIE IWONT Ns M MIE.EMIR S NL 1 C661. I wmay"IIF STRICT M ..IRONL APRONS COED. °RAeolnM ter. ,i /EIP>•• 5&SIZE NAME NOfRIHNAPION 2 nrs COON.. , M comma m TIN m RN MIN Iit .- �' A SITE ADORESS: 254 OLD WILSON ROAD i t Alf 6...C.N MN MEE.SON OW m OSETN malx caw qIB�xo wet MAW Rol sralfn M / 4/, 4., GN-1 GENERIC N076 1 NOtT1VA1Pia1,W 01062 ��: vammcnw CO um. IG DI M aru,E GM.M An not fon W oe ROOM or G`' N MOPE ILaM. ME MEM n x mmu MO vall MT, 1' s PROPERTY OWNER: 254 CAD WILSON F. ExmN BR wNuc �; a- / <�1-.•_ - SUBMITTALS ,•[Iw•m MW w roT Nar tm ( 1, / A-1 COMPOUND k EQUIPMENT PLAN I 254 CAD WLSON ROW Pit + (`t/� .j (e� RORENCE•W 0106E MI ME moms •IO a t.6 ND rxwuprs M ID.�mMMI:0 NWL COW(wIx ML COIN IEdnmgrs at i 'A,,3 `I�}N IL A-2 TONER EOU\N1NNA k MTENW PUN 1 I((LEIAVtE EIITI M MAIM PES[IpOAP'R MIRY m VG MOOT \\ A .. �l \ r.:.,„*. TOWER OWNER: SBA INFRASTRUCTURE UC 1 T E COOL w w•0°LY 9.Nr M NSIEImm v I RE mn•AOw 9.MP.M R..axmz v>'>�e- A-3 STIE OTNIS 1 850I CONGRESS AVENUE .QkA+_ ►. ..,0./' BOG RATON,FL 33/87"M �R " w E Emn N.�E A ILEF A R��OT T°wNa • rCOOLERz ORS1wN 1 915 III.1 O Mac x M OF =RAMT.E a E61.1 w16 N A-4 ANTENNA k FFEaRE CLAMS 1;ii _ PHONE 561-226-9523 Of°CO MEWM�IMO*MN/ M.r OMIT W MI[ffi/tYl611041‘ MM. WOES Ome T. rmTumnA,ME ..T1 COUNTY: HTIPSNIRE COUNTY nZE xL IMEML,mr Ts nE mlacmM sNL MEE'•u E.E.E... � �� / E-I ELECTRIC&GROUNDING CELLS I ZONING DISTRICT: SINGLE FAME)RE90ENfM1 BMOC.9 TO COMM TE 11E mA+uv.a Ivwmr urs.[¢a TIE.EE �•IIIIP.. MIN 1/ MIEN 1 NI MOasTam MAY WORM ux CC I l STRUCTURE TYPE MONOPOLE 1 1I/13/21 sae FOR NM S. TIE COMA O.ANL MOON.W Sm IN.m PE sus.R.E9.LOW NO UNOWNOUNI TIMES M PE �/- - SIrIIDox w MS w RAM.EON m TNMrNa I4vm7 7 KO�w To Mn zrt E . %%%/ STRUCTURE HEN31f: 149'f 0 11/12/n ILm110 WI 69 RI OM 11,1119wmnrs NEmwmTTxr TIE PROM cw 'E cdif\, /�/g� /4,-,.....i-----,,,-- �1�4- - a AmORNONE Mn TIE coact°°arms. �. _ APPUGNT: T-MOBILE NORTHEAST LLCSIZE NUMBER: arAr Ala Mm aaET - 15 COMMERCE WAY.SURE 8 ^cEWWI.ImmMMIME w�O...n NW CLE r *� •/.. \ 0 NORMA W 02766 4,SH021 8C T rnAW..11er1 \�T� ( A, ARCHITECT: CHAPPELL DIME:RING ASSOCNTES,LLCAn Mmm o w OR x"W"Ea^4Ot BPS a NmA016•NMa rY , / w m1 eos7oN POST READ WEST,SURE IC' SITE ADDRESS: AT lEASTM HOURS PRIOR TO - 141‘11-4/1./ 1 �' MALBOROUGH,W 01752 254 OLD NNLSON ROAD TARE WfLt➢O¢. DIGGING.THE CONTRACTORS . �,/ ��I, NORTHAMPTON,MA E10E2 E M fLNIMCI°R NU1F A PIN SEi w¢MSMTION REQUIRED TO GALL aO SAFE AT att It\� ••Nmorx MP M PER IEA�16 AMP - - A7 �� i �1� _/�`'� -- STRUCTURAL ENGINEER: CHAPPELL ENGINEERING ASSOCIATES,LLC. Prm° ONE a D SR MY.ra M USE N AL/ r'? ✓r t. �,a _ 201 BOSTI N POST ROAD WEST,SUITE 10' •EL AAa1m WIN M valtLT. _ - WRLBORWGH,W 01752 am ALL W IIEG.K.9. NW°ETPE"�` B.c DIRECTIONS GSM..1.M CONVOR SNLL IE STUNT RPM.FOR.CGISIRUCTOI rues Mmom. •y SIZE CONTROL PONT: LATITUDE: 422954M N4217'43.51' ra®IAas wE MOM. `,I., TURN LEFT ONTO S WASHINGTON ST.TURN RIGHT ONTO W-I2J E TURN LEFT TO MERGE ONTO LDNGINO: -72.6672761 W7740.02.19' TITLESHEET M EON GM M awlun. \1+1 1-495 NORM TOWARD MANSFIELDNARLBORO.MERGE ONTO 1-495 NORTH.TARE EAR 58 TO - 19 TIE O.K.W RSTNM®S Ew RIUWIS ML Nam' Di. ;fe MERGE ONTO 1-90 WEST TOWARD ALBANY.TAKE EXIT 45 TO MERGE ONTO 1-91 NORTH.TARE EXIT .519001.1911. •mANTNMs YWnNIWu ...•...0 15B TO MERGE ONTO W-141 WEST.TURN RIGHT ONTO UNION STREET.TURN RIGHT ONTO MAN EFwm m ARMS AL ASAom - a MmM MOM STREET.TURN LEFT ONTO NORTHAMPTON STREET.TURN LEFT ONTO FLORENCE ROAD.TURN RIGHT IL M COMM 5001 RE RM..FOR aa.c xL ONTO OLD WILSON ROAD. MG TURN M ONTO PINEIS GROVE GOLF CLUB ROAD.511E LOCATED ON DO NOT SCALE DRAWINGS 5EW N WBORDWT na..T��CA PROVIDED BY T- BILE REGULATOR,'LOWRANCE BASSEET O RAMS AM•®Fans W.Nx 6MGM wR M•COW TIE RIGHT SAGE OF THE ROAD.. Ilf TIE NANWOM0�M AIAm.06.w 113 PROFESSIONALS AND DEREEGAL comm.. F CRITY UNUMCA 0 EQUIPMENT =OEM CONTRACTOR STALL YEIRY ALL PLANS AND Dam aPLOYYEM S CIDSIDFRED AN Al rnEF FILMY UDER THE ADDLE CLASS T4x DMJN90NS AND COMMONS ON At JOB SITE AND SHALL ND JOB CREATION ACT OF 2012.47 USC 1455(A),SECTION 6409(A),N._ T—1 IMMEDIATELY NOUN TIEM MEWS ER'S REPRESENTATIVE IN :0 IS SUBJECT TO AN)l0N1aF RUBY RFONS.DMEDCED RENEW,AND WPC O OSCREPANCES BEFORE PROCEEDING WAIN THE IJMRFD/PAR AL ZONNG ERE-EMPPON FOR LOCAL DISCRETIONARY PERMTS WORK OR BE RESPONSBLE FOR SAME. VARIANCE SPECIAL PERMIT,SITE PLAN RENEW,OR ADMINISTRATIVE RFAEW). • GENERA NOTES. CONCRETE AND REINFORCING STEEL NOTES; ELECTRICAL INSTALLAncN N ms: T-MOBILE 1. FOR ENE PURPOSE U PR Of WNSIRUL ION DP 1GS THE FOLLOWING pfHMIpNS SWll APPLY. 1.W CONCRETE WORK SHul BE IN...I10E RUH ME AO WI.318..336,NMI AIN,ASTI A,5 NW M WNW RACEWAY.AND SUPPORT METHODS AND WIERWS SIMLL CON.NTH ME REWwEYENTS Of 1.E NEC NORTHEAST LLC DESNN AND COSMUOKKN MEG..FOR CAST-N-PLACE(W.ETE AND,[CLAM Av T_GFAEMl CDNMEC10R(00.1 110u) NNW W COMPRESSIVE SMENGM Of IOW PS AT 28 RAYS,UNLESS NOTED OTHMISE A 2 A.BYNTRACTOR Sw11 ROPY OR INSTAL WU TRAY SYSTEM AS REGARD TO SUPPORT I AND TRANSPORT GEMS ORD.COUP..IMNFACNNW STRENGTH(ARAM:)WY B uSm.AL CONCRETE WORK SWu BE N.COROWCF W.THE AC 381 C. CNNEO TO THE NEW BM[pA TERT.SUBCON7R.TOR SNL SAND MOMMATKNS 0 CONTRACTOR FOR APPROVAL 2 OF IO0S.THE BIDDING SUBCONIWCIOR SHALL VISIT DE CELL SITE 10 REWREY0115 3.A11 CJW0.S15 SHALL BE SEGREGATED AND MIMNN MIN.CABE SEPAWTON AS REQUIRED BY ME NEC AND N�pwW 02766 E WAY.SLOE B FWlM er.MN N THEM DIMING LONOnONS AND TO CONFIRM TUT TIC MIRK UN DE NYOWISHrs As ]REINFORCING S.L.ALL CONFORM TO ASTA A 615,GRADE W,DOOMED Ct..NO.OTERWISE ROD.WIRE MINI. (5.1)286-2100 SHY..THE CONSMUCTON DRAM..ANY DISCREPANCY FOUND 5.1 B BROUGHT TO THEFABRIC SHALL CONFORM TO AR11.183 WELDED STEEL WIRE FAB.1MIESS NOTED OTHERWISE.SPLICES S .BE CUSS ATIEWON of CONTRACTOR. NT WO ALL HOOKS SHALL BE STW0W0,LINO. W.CABLES S.1.HOT BE ROUTED THROUGH L100ER-STYLE CABLE TRAY RUNGS. ]. ALL W ERKS FURNISHED AND INSTALLED SHALL B IN STRICT ACCORDwCE MIN WAPPLICABLE CODES. A.ME FOLLOWING MINIMUM CONCRETE COVER SOULBE D FW BE PROVE I/ORFORD.SI2Il S1 UNLMS 0'AN OTHERWISE ON EACH5. END OF EVERY POWER,GRWNDNG AND TI W.CTOR AND WITS SHALL BE UBE.WITH W COD LDR- ED ®N AEl REGULATIONS, .ALL ANO,AND oRDIWNCES.SUBCONTRACTOR 1 ISSUE ALL APPROPRIATE NOT COM.'MN DRAWINGS: ELECTRICAL INSUUTION OR T.MN BRAND,1/2 8101 PLAMC ELECTRICAL TAPE NM W PROTECTOR.OR EQUAL). SBA WS,OFWGATHERS,RAM,PEL....A.TAWS.ORDERS OF ANY PUBLIC AUTIORIY RETARD. CONCRETE UST AG.VNST UAOH..-..3 N. 1NE BEMK1GTION 1.10.0 SHALL CONFORM NTT NEC NB OS..MATCH NSINUTON REQUIREMENTS. THE PERFORMANCE OF THE NON. CONCRETE EXPOSED TO EARTH OR MEANER R. ALL WgeR CARRIED ON SHALL COUPIv W.AL.APPLM.BI£WNCEPAL AND UUffY CWPAW If AND URGER.-.-.._........__..2 N 6.POWER RINSEGONWC ORS(LE.,WITS)SOUL BE..D WITH.0R-WOm INSUUroN OR ELECTRCA11A E 1. Ell TAPS WO LOCAL SATE ACO.W .URSWWCABGCTONAL EWES, .()ROMANCES AND ONPAW E BGLMi021 IS WINO SMu:Fn t COAT......o..US N. (TI BED,%INCH PLASIC ELECWLN TAPE WITH W PROTECTW GR EQUAL).PUSS CONOUCIOR cows WOES A CO uCRETE NOT EXPOSED TO EARTH OR WTATEA 9NL CONFORM WITH ME NEC AND 0S11, 5. DRAWINGSPROVIDED HERE APE NOT TO BE SUL.AND ARE INTENDED 10 SHOW ONTURE ONLY OR NOT WE AWHbT THE GROUND: STAB AND WTI. .................•N ].NC ELECTRICAL COUPOWNIS SHALL BE CLEARLY UBEIED WITH ENGRAVED UWCOD PWTC LABELS.ALL SBA COMMIMICAIIOS CORP. 6. UNLESS NOTED OTHERWISE,ME WOW(SHALL INCLUDE FURNISHING WEER..EWIPMENI,APPIMTEWNGES, GAMS ARID COWMNS................ . EDPMM SOUL BE LABE.WITH THEIR VOLTMF RATING,PHASE cWEIGURAIMNY,WIRE CONFIGURATON,POWER. 134 FUNDERS ROM,SUITE 125 AND LABOR NECESSARY TO CWPtEIE ALL INSTWADON5.INDICATED ON ME DRAWINGS. 5.A CHWfCR 9:'SHALL BE PROVIDED AT ALL DPW.EDGES DE[OCMM,WO,IN ACCORDANCE WITH AO 3M SECTIONAMPACITY RATING.AND BRANCH CIRCUIT 10 NUMBERS(I.E..PWFIBYRO AND CIRCUIT ID'S). WESTBOPOUGH,W 015Bt BE C ]. ...RUMOR SPNL INSTAL.ALL EQUIPMENT AO Wl[AMLS N ACCORDANCE WITH WNUrACTIFER'S A2A. 01S(ID WEBERS)AO N100Mu1 CRC.BREAKERS(CIRCUIT ID NUMBERS)5W11 EARLY TABLED (SOBj 351-0]30 RE NOATONS CARESS SPECIFICALLY STATED OD R./ 6.NSALATOx IF CONCRETE IXPWSCw E ANt]10R5 SHALL B PER4MUFICNRD'S MM.PECOMENDm a P.WAB54W. RA'�l/uYCOO PL.LSR UBEIS. 8. P 1W SPED.EDUREM f EMi B INSTALLED AS SWRR 00 THESE P.N.S,,ME SUBIXJIRAL1OR PROCEDURE.THE NOW M TWIN .LI DOWELSHAL CONFOM TO THE MANUFACTURERS RFCo1LE'NIM1M1 f0R WNW.M 9.ALL TIE RA WIMPS SHAD BE CUT RUSH A N PROVED CUTTING G FOOL r0 RE SHARP EDGES 4 �CHAPPELL SHAL MOROSE AN ALIOMM S TN[NAUlON FOR APPROVAL BY 50 COORALTOR. DEPTH OR AR SHOWN OR THE OWEN.N O RUN SHALL B CS OTROS PRIOR CONTRACTOR APPROVAL EN CRRLNG ENGINEERING .ES N CO.RFTE.SPECK INSPECTIONS,BOUIPED BY GOVERNING CODES,SHALL BE RRFORMO IN ORDER 10 WIT. 10.PAPER CORTR0.AW EOPMNI GROUND WIRING IN TUBING OR CON.SHALL BE SHOE C.D.C10R(13A 9. SUBCOMPACT.5.1 DETERMINE AC..ROII OF COND..RORER,TT CABLES AND GRWNONG WNUFAC TROPE WXIWY ALLOWABLE'_0AD5.ALL IXPANWg1/4EW SOUL BE ANCHORS S BE SERUM STEEL EL OR HOT DIPPED OR LARCSR),600 V.OIL R UM HN OR -2,CLASS B STRANDED COPPER CABLE RA.FOR 90'C , ASSOCIATES.LLC CABLES ROUT. AS SHOWN THE POWER,GROUNDING AND TELCO PLAN DRAWL. SUBCONTRACTOR SHED UP.E WYNE..EXP..BOLTS SHALL B.PRATED BY LUPSON ON APPROVED EQUAL (WET WD DRY)OF....LILTED OR LABELED FOR ME LOCATE AND RACEWAY MTEM USED,UMESS OTHERWISE TRAYSDISTAL AND/OR SHALL ADO NEW TRAM AS NECESSARY.SUBOONTiUC10R SHALL CONFIRM THE SPECIFIED. ].CONCRETE MINDER TIES WE NOT REQUIRED FOR SLAB W HIN CRAB MEN CONCRETE IS LESS T.50 CUBIC YARDS 5*5 To 105 ROUTING WITH ME CONTRACTOR AND/OR LANDLORD PROM 10 COMMUCTW. (BC1905.B11)IN THAT EVENT ME r0110W0NG RECOOS SNL BE PROVIDED BY ME CONCRETE SUPPLIER: 11.SUPREUENTAL EQUIPMENT GROUND WING LOCATED INDOORS SHALL BE SINGLE CO.C.100(16 AWG OR DEO..CENTRE SUBONIRATOR SW.PROTECT OUSTING MPBWEMEMS P2100'S S,CURBS,U.N.1TAG AND (U RESILIS OF CONCRETE MINDER TEST FERFORIED AT T11 SUPPLIERS PLANT. ) V, RESISTANT 0 1 OR 1RMA-2 GREEN NSUUTW,SASS B STRANDED COMER CABLE RATE OF POST WAD MST,SUITE EON STRUCTURES.ANY CAA.D PART SHILL BE REP..AT....TOYS DRONE TO 1.DOSE... FOR CERBC.OF N.J.COUFRES.E SIww.M FOR THE CONCRETE GRADE SWRICD. 90'C(107 NO CRm ORRATION.WM OR LIBELED FOR THE LOCATION AND R.E.SYSTEM USED,UNLESS f W BKTW.W 01131 K M OWNER. F GRATER TEA 50 CU.YARDS THEW 9NL PERroRu ME CONCRETE CTUNDER TEST. OMEN.MEWED. (50B) N481-]A00 RIN S.seBfARIRACTOR SW11 LEWLYNO MMD..50205E I.ALL SCRAP YAIEAW CHLS SU AR CLAW 8.AS WIER ALWT0E TO TEN].TEST MINDERS IN ERS BE TWIN THINLY MO THERM-MR FOR DERM 50 YAW Of 1 ...EN. AL EQUIPMENT GROUND W1RN OTED G LO 0N000R5,OR BLOW GRADE SELL BE SINGLE CONDUCTOR E rw r.x�PeEIm9WeNv9.ron I D OTHER OW BMOED FROM THE.STING WILT, CONCRETE FROM E.DEFERENT BATCH RAW. 13 ANG5.10 CONED COPPER CRAW_UNLESS ODER.SPEC... M..CORD:L OR 5PN1.VE PREMISES N C..CONOOW AND RETURN DISTURBED AMAS TO ORIG.WNOMO S. 9.FOMENT SHAD NOT BE RAG.W NEW PALM FOR SEVEN DAYS AFTER PAD 6 POURED.UN IT 5.HEED BY 13,POWER AN IT WRING,NOT IN NBNG OR WNOTT.SHALL EC TYPE LC UE(OM CYLINDER TESTS THAT CWPR M STRENGTH HAS BM ATTAINED. OR LARGER) V,OIL RESIST)WI MAN OR THEN-2,CLASS B 5 COMER ERRED CO CABLE RATED FOR 90'C TI.THE SUBCONMCTOR SHAD SUPER.AND DIRECT THE PROJECT DESCRIBED HERrN.NE....TOR STRUCTURAL STFFI NOTES; NET AND DRY) TON:MAIM ooER JACKET;WED OR I MEI 60 FOR ME LOCO.TEED,UN 15 OTNEINOSE ,NL.tH OF. N\4' EEL.BE SOLELY RESPONSE.FOR NI CONSTRUCTOR MEWS,METHODS,TECHNIQUES.SEQUENCES,AND ` `E3� RRWfOURI:S FOR COQRDINAThNG NL PIRRWS OF ME WORK UNDER ME CONTRACT. + W M C J'f 14. T-OBE ME ALL(O C...DING M..SS 9WL A D FOR P R ICOMPRESSION NO WIRE RAGS NAD(POT IF 15 BY vK .1 SUBCONTRACTOR TR SOIL NOW GIMPED F9ROIFEW E..AN LLCM POURS w RIAG T1 PORING COxCRET LRAWIN S.SEED E HTH.WILL TION OR B LOBE A BE IN AC ORDAN ON.TM WEM.RT ONL`NST 511E OF S. MERGER(OR EOLLN).LEGS IND MRCNUR 94W.B RATED FOR OPERATION AT NO LESS NMI>5'c(9Oc 6 M, OR BIRCAL CIG ECEI IS R ENO ROB AND.. RIEMAMINS AND POST(OARS.NLSN'.Nc.NEW wN15 W Rw1 WI Nu N L c usnuc STALL B w ACCORDANCE WITH TM WENC nSTTUR W STEEL AVNARLE). l ' iii rK coME FOR ExaAmRxc REMEw. CONSTRUCTION(WC)lIAIUAL a STEEL wsMungM l{{ {{rr 15.CONSTRUCTION BULL COMO'W.ALL T-uODLE STANDWD5 WO SPEOF<ATIONs. RAN EMv NO CAB£TRAY SOUL B WED OR LABELED FOR FIFCMGL LASE IN WCOROANCF WITH NEW UL : A.J . 2.ALL FILLET STALL B PERFORMED IA 1, ROLID ELECTRODES WRIAI AND REPERT SHALL CONFORM N RISC N A AOf STEEL 1ND6.K BCOHIPACTOR SHALL VERIFY AL DIMING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WHERE UCTIO WILD SIRES N. MOT SHORN,PROVIDE THE MwMM SIZE PER FAA£J2A IN 1M NSC YW WL O STEEL ANSI/IEEE AAO NEC.uE ,I' R Au DIMENSIONS OF DOSING CONSTR.TON SHOWN ON THE DRAWINGS NWT BE VERIFIED COMSMUCION',9M EDITION,PLANED SUMN25 SHILL B TOUCHED UP. 16.NEW RACEWAY OR CABLE TRAY ML Wifl1 THE DOwxG MSTALUION MERE PoSSB1£. ` >(, ONIRACTOR SW.HOMY ME CONDUCTOR OF ANY DISCREPANCIES PRIOR TO ODMING WIER'.DR `�•C(y. PROCEEDING MATH ONSTRUOTION. I.BOLTED CONECIONS SW.ID BMNG IMF AST/A325 BOLTS NH)AND SHALL NAVE IIINIMM Or TWO ROLES ].EIFCIRIGLL uETNLC NSW(OM OR RIGID NWUETNLC WONT(,E,RIGID PAC SCHEDULE W OR ROED PVC I I A/IV yT(RAA� UNLESS NOTED OH[RNSE.ALL BOLTS SNL BE GALVANIZED OR STN..STEEL SOEWLE BO FOR LOCATIONS 5U TO MYSCK D.C.SHALL BE USED FOR DPOSED INDOOR.AYONS. ' A L�B'TTRAC11F SHALL NOT DISRUPT THE GEALINGHOFUN OP[RAA WY TOR ANY D0(0 TOME. R.NW-SIRcTL5AL CW4ECWNS FOR STEEL EFATNG WIT USE N'OA ASAP A 307 BRAT(WV)MOWS NOTED 8.ELECTRIC NONLC TU WIG(EMI).ELECTRICAL NOANONIC WING(D11.OR R150 N N.M.1C CONOFT • MUST BECOWMWT©WITH CONTRACTOR.ALSO.MARK SHOULD B SCHEDULED 1f 00 OTERWISE. W160 M,EOmIRE b)SHILL BE.0 FOR CONCEALED MOOR LOCATION. APPROPRIATE WUICNANIE WROOW USUALLY IN.OM TRAFFIC PERIODS AMP MOM. 5.WNMWTOR SWILL SAND SOP ORAN.FOR MOW.REVIEW t APR..ON PROJECTS RE...STRUCTURAL _I 5. 18.IF THE DST.CELL SITE 5 ALUM,ALL SAFETY PRECW110N5 MAT B TAPER MIEN WORKRIG AROUND HIGH STEEL VAAZm STEEL Ix1FAUFDWTE uONLt CWWrt PM)SHALL BE USED FOR OUTDOOR LOGTON6 A80Vf EFEIS OF EIECMOUWNETC RADIAION. FOMENT 9OUW BE SHUTDOWN PRIOR N PERFORMING ANY 9GP.ADE. I CHECKED BY: JUT WORK MAT GOILO DPOSE ME WORKERS 10 DAVGER.PMSONAL RS CNPOSGM MONITORS WE 10 BE WORN 6.ALL STRUCTURAL STEEL.RK SHALL B DONE IN AWODUCE MAIM NSC SPECIM'TONS. ROD NpuuET PON11C cW Wrt(I.E..MC PVC YHEDUIE W OR gO1p PVC SCxEOAE W)SEL BE USED o ALERT OF 011...MS DPOSIAE 100515 SOIL COMPACTION NOTES FOR SI AR ON GRADE' 2U m pERG uxo-DIRECT HARED IN AREAS or OCC.0NN WHT.CLE TRAFFIC OR ENr 5FO N RENEWED I AP1RIrvEO Br JOT SJTF WORK GFNfeu_Nflfl0S CONCRETE IN AREAS of HEAVY.1.TR... AS RECUR.i0 ROAM VEGETATION WO TOPSOIL i0 EXPOSE NATURAL SAW A.AND RAW OtIISNED STOVE 21.IB-TORT REOBI1 METNIC WNLU(OORD-ll1E FRAY)SW.BE USED 9000R5 NO C.WOS.MOM 1.THE...TRACTOR..1 CONTACT u19m L.T.SEMICM PROM TO ME Hu OF CONSTRUCT.CONSUC. As'01AB° 0JVE.ADOM OCCURS OR REX..6 NEDED, SUBMITTALS 2.ALL D611NG AGM SEWER.WAIERE GAS.ELECTRIC,WO OTHER MIMES MERE ENCOUNTERED IN IRE WORK.SW.B 2F� CERTIFICATION:.W N 101100 IM WxREII CIXUILAT00 BY A WAXED GEo1E58N' TEc1fl 01 OR 22 GOAD.NO TUBNG Emma MALL BE THREADED 0R WLMRESSON-0PE WD APPROVED FOR TE 1Du1ON REV. 050 t6LiVIW BI PROTECTED M AD NM AND REWIRED FOR ME PROF.D[O ,11 Of M MRK,SHALL B%TOf TED AS USED.SETSCREW.1111.�ARE NOT A..611E DIRECTED BY OWED.EOTREMEHCAM.SHOULD BE USED BY THE SUBWNTPACIOR MEN USE IN KCOFONICE.1 N BE TASTED OR LARDED IXGVAINGrs DRILLING PIERS J AS ALTERNATE TO INSPECTOR AND WRITTEN CERIEIGION.1M NN00105 0 SOIL'BASE SHAD B WYPALT00 WITH 21.AROUND CR AFAR OWES.SUBCONTRACTOR STALL PROVIDE TR418NG FOR ME WOWING CREW. WILL INCLUDE CABNEIS,.ES AND MRE`AWYS SET. FOR ELECTRICAL EYA BUT NOT BE MEDD TO A)FALL PROTECTION 0)CONFINED SPACEACE 0 C)ELEGIAC 1 SAFETY WTRENCHING AND IXGVATON. TC.PMAD TON EWIMENITY WO BELOW.TO AT LOUT 9UIL ROOFED PROCTOR WWIMUM MA6Ih PER ASIDE 0 1557 C. M,W51/IEEE AND NEC. I.AIL SIDE WORK SW.BE AS NOCATED ON ME MOMS AND PROJECT SPEOFCATION6. 4.COMPACTED S.W.SHAD BE UNIFORM AND E£.ftFD PROn u CRC..STONE OR 4R.NEL[WEANED N 2A.CARNETS,BOXES AND WIRSMS N WTCN THE MOW NSTALATON YNERE POSE.. CLSS..NABS,M.S.DEBRIS,STPSS.STONES AND OMER REFUSE SHALL BE RENNET TROY ME SITE AND J'RATS ABOVE CHA R SOIL GRAV4 SMAi BE WORM OR CRUSHEDSUM IIOi WSW/I SIDE 25.WIRFw.A 1E0(DRAY)MO AMIGO,CO.OSONm i0 SWIG GRIN DEPOSED OF LEGALLY. WMf*ARD1 941 B�W Wrt TYPE E(0R EOIAL):AID RATED ARM.1(0R Ecru)I00 W5.OR NEVA SR(00 SARAN ALTERNATE TO TEMS 2 WD),THE SUBGRAM SODS WITH 5 PASSES DR A MEOW 2 VIBRATORY PLATE BITER)OfIpp01S. 5.THE SIZE SOUL BE cAM TO CAPS[SU....TO ROW WAY FROM THE BM EOFAENI M WL D WM AREAS PACTOR(SIGH AS BOW CPR W IYA/18)OR O-OPERATED SNOW DRUM WI..RDIIE0(SUER AS BOWL 1 55E). AAro SOFT ARDS MET ARE E.NNTERD.0.0 B REMOVED WD REPUCD WITH A WE11-GRADED GRANUAR F11 AMID EQUIPMENT GANNETS.1ERMNAL BOXES Aw'R0N EC.,A.PULL BDWES SHALL BE WANTED OR NHNNWM W..N SHALL BE PULED ON FRO.GROUND.FROZEN WTEAMLS,STOW OR ICE SNL NOT COPAGD AR STATED ALIVE fPoXY-CITED SHEET STEEL SHALL MEET OR EMCEED UN 50,NO RATED NEW 1(OR BRIER)INDOORS,OR NEW I 12/I]/t1 MUD FOR f861�1 RI BE RMEEDD ICON MP FILL OR EMBANKMENT. COMPACTION EOUIPMEND 3R(OR BETTER).DOORS. D 11/12/0®ED RR lea MI SUB GRADE SHALL B CDUPACTD MID BROUGHT TO A SMOOTH CRIMPY ..PRIOR TO FINWED SURFACE n.METAL RECEPTACLE.SALTS,AND DEVICE BOXES...BE GALVANIZED,EPoO'NATED,CR MN-CORRODING ,APPUCARNu. I.WWII OPERATED WIAL£DRux,VIBRATORY MOLTER.VIBRATORY Put COMPACTOR OR JUMPING JACK COMPACTOR. SHALL MEET OR MEET UL 51M AAA MIN OS 1:.RATED NEW 1(OR BERER)INDOOR,OR WEATHER PROTECTED(w DR BETTER)aI1WWs. SIRE NUMBER: 8.ALL DOMING MM.SEWER,WATER,GAS,ELECTRIC MO OTHER MMES,M.NIEBERE WITH THE EXECUTION OF THE CONSTRUCTION NOTES' ,T L� I� p/� WORN HALL HFOREMOVED NW/5R CA➢Pm,MOOED OR OMER.06CWNMIE➢AT RIMS MMN MI NOT WERFERE 38.NONu!AL11C RECEPTACLE.SMCH,0.R0 ODRCE COXES 9EL uFEf OR EXCEED NOW W 3:AND FATED NEW T YJ 1 1 OL 1 8C TRH ME OE ELECT TO THE APPROVAL OF OCREMNG.OMER MO/OR LOCH UMW. 1.FED VER CATp: OF SIACGNTRACTOR SOIL FELD VEND SCOPE OF WORE,T-INGLE W E.PLATFORM LOCATOR AM O MOW TRFNMORK. (OR..)NCO..OR RATHER PROTC.(RAP BETTOR)ONDIIORS 9.ME W.O TIE THE OANEK PROPERTY DISTURBED BY WINK NO NOT CCM..BY THE TO.,EO.PLFNI OR .B GRADED TO A UNIFORM SLOPE AND STABNZD TO PREVENT EROSION AS SPECIFIED IN PE PROTECWOWTHE SUBCONTRMTDII SW11 NOW AND OBTNN NECESSARY AUTHOR..FROM ME CONTR..BEFOREGOON/WON OF WO 39 SPECNA.NS. SMCOMRACTOR SHAD WORDNCE R WORK AND PROCEDURES 9.1 CONTRACTOR. CWMFNCE44 WORK W THE AC POWER DISTRIB/nW PAEW SITE ADDRESS. 9..E.. 254 OLD WILSON ROAD 10. ONTUCTOR SKILL MINIMIZE DISTURBANCE TO IXISTRG SITE DURING CONSTRUCTOR.BOSON CONTROL 0FASUFES,II 3.CAB N MCOROAJOE MM30.TIE TOR SW_PROVIDE 1HE APPLGBIW LODES MD Y T.GING 05 10 1.1 THE 014100 G.GABLES AND EE AND PROPERTY.N PANE. NORTHAMPTON,MA 01062 REWIRED WRING WNSMUCT GALL B N CONFORMANCE WITH TM LOCK ECOONES FOR EROSION AND SEDIMENT SUBLINTR.TOR SHALL FITMISH AND INSTALL CABLE TAMER RACK,CABLE TRAY AND/OR CE BRIDGE WD CONDUIT AR CONTROL REQUIRED TO SUPPORT WILLS i0 ME NM BTS LOCATION. 31 ALL EIECIRIGL WORK SHALL B PERFORMED IN ACOR5VACE WITH THE PROJECT SPECIFICATOL,NEC AND ALL II.THE....MOTOR SHELL PRON.SITE SIEMACE N ALTORTINCE MM ME T-NOEL SPED..FOR SM 'APPLICABLE LOGO CODES Wm Nu SYILAGE ARE SGIEWTC.S'JBWNTRALTDR SOUL NSTNl COWUR W I.ACCESS TO EOAPYFNT 6 NOT BLOCKED GENERAL NOTES NIT!NIAIIKP GN-1 -- - - IE13j0 • SPFCN PRE-CONCTRIICOON WORK NOTE ISRA-PRIAWIFO TOWER STRUCTURAL ANALYSIS SPECIAL EQUIPMENT NSW IATKN RE011RF16NTS1- GENERAL CONTRACTOR SHALL Fumui INSTALL AIL SPECIAL OR ENTAL D PMENT FROM SBA-PPROMDE TOWER STRUCTURAL ANALYSIS FOR ANY PEDAL WELDING OF TOWER TOP PMEM AND FOR ANY SPECIE PEP RECOMMENDATIONS BINDUN RELOCATION. T-MOBILE SPFY:ML mxsmllrTR1TI FIO,F. NORTHEAST LLC GENERAL CONTRACTOR SNAIL FURNISH MD INSTALL ALL ANTENNA MOUNT STRUCTURAL AUGMENTS(STRUCTURAL MOOPICATIONS)AT T-MOBILE'S RAD/VERTICAL ECFAPLIENT SPACE PER RECOMMENOATIONS FROM SBA-PROVIDED.ANTENNA MOUNT STRUCTURAL 15 --- 1_ ANALYSIS AND ANY SUPPLDIENLOL CONSTRUCTION 000WINGS(PROVIDED BY 0TNNIS). .,u..s, SBA fa DEL II RN F(MY 011 imp �t wow(m(IFPJimp coran Ts.f -.-_ iY�71 �— J31 RNmF%TION5ROAD, 12s Akin,PROP.T-M091E DST.T�FOBOE N31 WNW 0051 ROIKM.MR rises EOIPMFN1 MOUMEO ON Ds.03'2R 0RO 1 MT COMET MOUND ON EMT. (s00)2s-0T20 ®®COST.CONGE.TE PAD AY at(m wean 07fJRTE PO(10 E ROWED) EID'T.rJ@f0E2L10FR �� '7 ``� fOKS::::7"-= (DLBImY t>o RdMQ�� j �� E�OIM MIFY,BFa ERN 1 E \,--- ( ` ;4.41 F1 ,11A1fill :;1INJ R.[.IXECUIM RYD T.SJ.'IC,01 101(305.POST MWIBOROUGH,Y1 0,15]RFS C =__ H F �:'•\ I oa DBACA,umt TO BE i(we)1e,-,wa \` A J \1 R,■ LUfiFO 81L1t AS REob ...<napPeue q'meenns.Com ,. EMT.T-10XILE COMMITS ��`H OF. rirI \ A�Pie /, --- , e , it 1 EXISTING EQUIPMENT PLAN ® �`:,,„\._. ,, 3 �'�� -e a Inn) I o Y-r 5-1 r-v i=�_ AE BOI MEETA4 _ No. .T FEMME SCHEME I I DECKED BY: AFT 1 �� p T E 1 PROP.2-RCS C 1*OA MI I APPROVED�: '^^I 1 ®®E 000001 1 I8.FOR DC POP.WING 'El ' � SUBMITTALS 0. +TT'-Q(NRJ MC Fes[TOWER m'i'.,' AiL ARR - cows AIN MOM OO 2 NI0AR REY. 00E R•!1lIW BY .re.a• I N•�'! I ( `rEIDT.anmm�a�ce�IUT(m rrrr0 10 �..��P [�__ __ +_ E •—J , .' I► \.. 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T-MOBILE PROP.T-N091E(3)ANTENNAS — NORTHEAST LLC 1:Aa - p Nr eNWE y� @AD 64.0 R NOTE- $PE.W COI6,'ROr a.__.w - T-MOBILE RAD CENTER SHOWN IN RED TEXT BASED ON SBA-PROVIDED GENERAL'Z,NRn 11iN AND 15 Al AL A TEIJNA MOUNT S RLCURN. -NOBLE P:eNIF]N 5 �.- a-I :A¢ CO-LOCATION APPUCARON,EQUIPMENT DATE CENTER AND STRUCTURAL SPACE PER TEvN, +AL -— _ ALIGN-JOT" S .. F RAOI'RT�:±. f AEN' IS CGWFACE NAT.MIME I •'E A, ANALYSIS.THE SBA-PROVIDED ANTENNA RAD CENNTER SHDL s441)0 DE I emwe EIL ^ lk BIL.YQffi5 ANY CONFTICTMG NFORWTION DERIVED FROM THE T-MOBILE REDS. xaWla.w DM PROP T-NOBEE ERKSSON NNW 4440 r y.�` ©PROP.i YOBIE EAIC550N RAID HBO B11♦B85 ANAY55.. 0251B66A(1 PER SECTOR,TOTAL or A®® \ ®®(110W-PP.OFIlEPER YOUMAL DF]J MOUHIEII i0 FXSf.MOUNTED m UST.LOW-PROFILE Wirt \ IYL.gLfDes PROP.T-YOBRE RFS AFXMLILP_43-c-A2O PAWL©� NIOP.T-YOBIIE LRICSSON 810590%6 Arn NA(I S BA II WENIN(1 PER SECTOR,TOTAL OF 3)MOWED TO®© N: ®®PR SFCIER,TOTAL a])YONTm TO IXSf. IXSI.LOMiTWRE NW ON IX5T,MONCR](E LOW-PROFILE MOUNT ON COST.NONOP0 E '1' arrrnc I Ak�PROP.T-MOBILE ERICSSON Y-.INTO NR6449 041 PANEL A',, 0 ®®ARENNAS(f PER SECTOR,TOTAL OF 3)MONIED 10 /Uri i4rfIXv,... A Sw CYNYIMG10N6 cow. FXSi.LOW-PROFILE NORM O MST.WNOPOLE .,j ( RN1 Ol Rom. 125 I- • `,� (800)9NIMN,W 01581 0U HaiGNANrors_ - III 1111 I 2L$EDt L ` - _ ENSf.T-NROB6E EROSSOq RRU511 812 P/OIO UR (s)ul-0� (1 PER SECTOR,TOTAL Of 3)MOUNTED TO COST. w'.4I� AIENGINEERING LOW-PROFILE KIMf ON COST.MONOPOLE(TO BE REMOVED) MMDWw in CHAPPELL ui srrtroc EXST,T-MOBILE ANDREW MO(-65150S-A1M NJIENNS Y _'' MST.T-MOUSE FNCSSON MR21 KOIIBOA6-182P/BN A4IENNS(1 PER SECTOR,TOTAL OF 3)(1 PER SECTOR,TOTAL Q 3)MOOTED TO COST. 41111670/ `+% loom m Don LOM-0ROFRE MOUNT ON Dm. ASSOCIATES.Esc LOW-PRO LE NBM ON cwt.MONOPOLE(TO BE REM5ED) , jrym MONOPOLE(TO BE REMOVED) c4RW - N67 t — Ar-pp. L- Noroclr R.A.BO ,'t:(2) 01 BOSTON POST Rnn ncr,527E . m I.--. ( (P) wve0Rao.1m 01104 (sae)Mal AU-SECIMS AWE. ",, i scar EXIST.7-N06ILE ERISSON NR21 KRC1113023-1 PL 5FXBIRR B2A/B4P WOWS(I PER SECTOR.TOTAL OF 3) 1 IA MST.T-MOBIE GENERIC TWIN SAME 18- 40NTED iO IXST.LOW-PROFILE MOUNT ON MST. I ` A:MpM IY16 lMlS(1 PER SECTOR,TOTAL OF J) ,10)40 �/`H OF \ YOIpPgE(m BE RELOJm)�I- I // IIOUNIIFD m F%Sf.LOW-PROFILE MOUNT )!JY ,. ON DUST.1NONOPOIE(iO BE ROAMED) vE Nb1W �•� CrYYf•r EXISTING ANTENNA PLAN A �yc um 3/r-1-o C� i ® fir'~, A •PROP.1_MOBLE ERICS'SON B40590Y06 Nat.=MA (I PER SECTOR,TOTAL Cr 3)MOUNTED m oast® LOW-PROFILE NOUNS ON COST.MONOPOLE i ne m Br: Art LSECTERS PROP.T�OBILE ERE354NMR HB AM O© I PRIDED Br: .YT I B71a045(1 PER SECTOR ww.OF 3)® 4DUD0 TO COST.TOM-PROFILE MOAT SUBMITTALS IBIG PROP.T-LIOBEE ERCSSdRAMO 4460© LEY. WE BSOW YI BT MOUNTED (1 PER SECTOR,TOTAL MOUNT 3) 9OBnm m DRER ECTOR,IOTA 3) `,1:(P) 9 PLOP.T-LIOBIIE RFS APX4i119P_43<- UTMOMA20 P - -. AN1OJ9(I PER SECTOR,TOTAL OP 3)MOIMIED TO® I III L7/upwM euu ,, COST.LOW-FRO41LE MO ON IX51.YONOPOIE MI FFF]XN ST MB ON SHEET 91 -- (mot t2fa0/1tW00/WOm%Ut•.I ` L75W/1@SOD I NI_. AMIBWN PROP.r-MCBBE ERICSSON.101 AR15449 B41 YNEL I Ij/q/7®9 Rd Ea�L1DM R WEANS(1 PER SECTOR TOO/OF 3)WOWED TO® `OP `\ e.`;(P) E It/RE/ri Me IA EE n AN COST.LOW-PROF1E MOM ON Elf.MDMUpE \`I3 Wes/1900/c1900N1ea0 6mr.r.P'A L 0 COMM SECTOR II .. 511E NUMBER: "Z t7" B. m>4 / 4SH0218C 11500/N230D / 'AMBlN I (P) SITE ADDRESS: �� /Nsco 254 OLD MASON ROAD 'maw NDRTHAMPTON,MA 01062 ROM ''•I / NOMA >1a1 IRE EQUIPMENT NOT I:(P) ,b SHORN,FOR CLARITY, tTO0/LWOO/REDO 60(P) AMBNN U190/LI9cc/c1900/UI90O 1, REM TOWER ELEVATIONS& MOON VERIFY PROPOSED AZIMUTHS ANTENNA PLANS NNN WITH RF ENGINEER PRIOR PROPOSED ANTENNA PLAN ® CD TO INSTALLATION. MR�� OJDN°--°W6. g"E'yr-1•- 1J ANTENNA STATUS LEGEND TOWER ELEVATION EMPTY-EMPTY PPE 9u1E -1p� (6)-E A-2 Q (P)-/STALL U 10 20' 30' (F)-FUTURE • T—MOBILE NORTHEAST LLC 15 CONNEPCENORT WAY,SUM (50B)286-270066 SBA �,�-oRP ill li.Eroi,NwoEAs Rao,sunE 125 wfsrarroucN.NA 1se1 (SOB)is1-0720 4 fEUAVPELA , -2i-wS5oCIwT saLLc • .K.fxECURM1f C2N'RE 201 00570N POST rd.WET,SURE 101 4WlBOR006,lu 01752 m (SOB)481-7110 •w.4A44.4im2va+44.404r 01,VOF FRIC.SSON N—NIMO AIR8448 • ERICSSON 840890M ANTENNA B S AP7(VL1RP 43—C—A2O ANTENNA MAMBA BA FBIfS.SON RANO 44E0 R74+16R ERICSSON RADIO 4480 871+1185 4,CLE �� DIMENSIONS 9S9M K 235Y K 7.ib WNW&75B'H K 11.31V K♦.BT METSIC9S;33.111.205`W K 83•D DIMENSIONS 17A11 K 15,1V K 11.9b OROSgN£19211 K 15.1`A'K 75.0 . /1i% �i; 1 R:101.4 b 'YEJOIR:495 b *ECM 103.0 b NEWT:104.0 b I PER 020 b OIlANRTY:1 PER SECTOR.TOTAL OF 3 COWRY:1 PEA SELRR TOTAL Of 3 °MA R,1 PER SECTOR.TOTAL Cf 3 WMRTTY:1 PER SECTOR.TOTM.Of 3 01YNRIY:1 PER SECTOR.111AL Of 3 ,1 ANTENNA DETAILS RADIO DETAILS A .v, - 5 N.7.5 ® 5�E T5 ® j4(,. •CHECK..r_ J4 APPROVED BY: AU S U BM ITTALS RE, MTE RYAPION BI FROM CAMNET�.4.4-12'Sa 14'41.4- *12•S-- E105T. 6160 8100 1 12/13/21®®M 071618®II AN 0 I11/12/21 MID FOR IBM AY SITE NUMBER: i '1 4SH0218C Y 1 A / \\ SITE ADDRESS: • 254 OLD VJILSON ROAD NORTHAMPTON,MA 010. CABINETS TO BE WONTED vYn MIL PER WNUSMRRERS SPECPICATICNS SITE DETAILS FRICSSON 6160 SITE SUPPORT CABINET EIWSSON B160 BATTERY CABINET DIMENSIONS:63.2511 K 26.0'W K 34.00 0INE1S2A6 63.2511 K 26.014 K 20.00 014NR3Y:TOTAL OF 1 AWNI11Y:TOTAL OF 1 EQUIPMENT DETAIL S NT5. AN A-3 • • T-MOBILE NORTHEAST LLC 15 COMMERCE MAY,sun B HORTON,Ilk 02766 (506)286-2700 • FINAL ANTENNA CONFIGURATION C BA SECTOR ANTENNA RAD AZIMUTH MECHANICAL ELECTRICAL BAND TW/RADIOS SIGNAL CABLES �7 CENTER (TRUE NORTH) DOWNTILT DOWNTILT _J ERISSON 540590966 1473 dLL 3 O ! E7WA3COM600 MUD NM 07NB65 saA1.MvDERS ROAD,WM 125 J mKaa N- »mmRa0N,w D,55, ALPHA MR6449 B41 N73 MA, m 161/0 0 z lam/OnOD - (508)251-0720 J FdS APAVILIRP_47-D-A70 I473 Mil7R v 7 L2100h1900/61900/019I0 RAM 4460 8254B66 i APPELL wO JASSOCIATES.LLC ERGSS921 610E90956 1473 AM ISO 0 4. L700/1600/11e00 RADIO 4450 B714105 BETA M9 641 Ia73 MX NO 0 AW 7 12500/2500 - R.A.CAECUPA MITRE 201 BOOM POS1 ROAD AES1,SJ',_'- .(11.1 RES WRl(251-71,NA 01752 00 APAWLIW }-C-AA IQS Ai ISO O 2 L2100h1900/G1900/U1900 RADIO 4460 B254B% I.�.,° ' �, ,_ • G1 ERISSON B40590955 1473 AGL 240 2 4' L700A600/1400 RADIO 4460 9710865 GAMMA• J ORONO 041°1D Ia73 A0. 240 v z Ia00/02500 - ,76) OF -\ C. KS . CLE (Y APELLL44P 43-C-A70 N7310. 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FLAT SEE 1W. rz U PROP.(3) WXM.N 6AO43-C-0 ANTENNAS a PROP.(3)ER05SON M-uIMO STNNLFSS STEEL IDCK IO9ER 16P.(3)MS AP%NLT9P_43-C-AzO ANTENNAS '� .' ARFAA9 BC PANEL ANTENNAS HARDWIRE ` )i ole HET BOLT DST.ADM SIMS 25 i oIT I. •, EYES rpm SIEFEPT per/sows Co1APRE55l0N TFRIf«. �M NUE T1P. SBA ro Errs far PROP.Dc/HBEC JUMPERS(m) INSULATION TTENC ��1= DOSI.2KauF Mr PROP.cOAX#04 JUMPERS44408 Oro.) PROP.CABLE DMDER OVER LJrc a 2'OVER ' BARE COPPER TO BE Err Na arms EDER PROP.(3)ERKSSON RADIO 4449 871.BE5111 CABLE INSULATION GROUND 8AR EWE R ANc 501D flbT.rt. L�My !(3)FRICSSON RADIO 4460 8254B66 ' GROUNDING CABLE NM. KEPT TO ABSMNE MR9WM,ND r Pr.SITIOI �e®ID AWL INSULATION ALLOWED MITNIN THE S PROP.GROUND MT(IwJ GROUND BNt GROUND CIaE CORPSMEN TER...(TYP.) SBA CONMUNTARONS CORP. PROP.GROUND KR(TOP.) �la 4DIION A-A 134 000000 ROAD,SURE•'2 KFSIBOR0UGN.NA OTSBI EON-s DE/.EE AM�D1. D (SDB)26-02zPROP.l2 CREEN INSAAimS U SEE FEEDLNE SCHEDULE 1. DOUBLING UP'CR'STACKNG'OF CONNECTION IS NOT IONS.7E0. - SEE FFIDLNE SCHEDULE A!B CN SHEET A-4 2 OWE INHIBITING COMPOUND TO BE USED AT ALL LOCATI NS _A a B ON SHEET A-4 3. CADRE.DONEEADS FROM UPPER EG3,LOWER EC8 AHD Yf8PROP.GROUND KR(TP.) = EUST.® -EN r. E�WM= "� DN: PROP. °"° (TM) °� TYPICAL GROUND BAR ENGINEERING • �D` MP 1 -2 snow fruan) , �� 1.52 ATER NFCONNECTIONS DETAILsDEFT Dm.RIN MST suu1E.NOT TO SCALE R.K.E%ECUIM CENTRE aruh 2O1 0,0,. PoST ROADREST,SUITE 101 J GTE/.IIRNY LTMER (5.)L61-2.) Ot>51~WPROP.I'R5 OONWR POR¢ iDSf.GEL]MK (wr.�InPP'+Ilergireenn9.com '' �IDC FPOWER(PER MWUF.REDS) PROP. ROO PROP.2'RCS CONDUIT FOR GET. KSSO ANTENNA MOUNT GROUND • l UCBIN2 NSTALL PROP.MA-. RIm1 FRLS4d1 AW PER IONF.RED'S BIM0 i C i I _ BREAKER PER MILE REDS ( ) Ill- INSTALL Piro.20A-1P t0a-CEP _-- _ asEr GENET ceoueDl�c NV--.41,(�� m "IN. ,�tHOF BREAKER PER IMMF.PE75 106-1P - -' .j• m 0� 'PROP. PROP. S� PN. • r 1YI 11 6.01 ■1E B100 DOT IYRFMGM^ D/1/.11�¢PRro.(3)l EIWID PR+s(1)IZO-2'0 MEET CISCO PROP.Ix c Exv� 1• OI ri • I I e «fir j �V�,A.>� PROP.(2)/10!(1)/120-2% PEP.(2)Y RCS CONDUITS FDR •-i i 0: TO GROUNDING NNc �y� `Y URGE(1)Y CMDUI FOR B0M MITE RIELS ALARM!SPIRE(PER M1MF.REDS) E>bT�. I (LOWER ECe) \�'AAIYA PROP.2'RCS CMDIIIT W.1. FOR .IL DC POWER BANG(PER IMF.REDS) 1111IO ONE LINE DIAGRAM O ID DISE VALE NOT TO SC.E GROUNDING RISER DIAGRAM e GROUND BAR (EGB) I DECKED BY: AR SANE:NOT TO SCALESG.,NOT ID SGLE APPROVED al: Jllr I ELECTRICAL AND GROUNDING NOTES SUBMITTALS PROP.ERIMSON 540590966 wow, PROP.RFS APOLLI9P_43-C-A20 ANTENNA L Au.6.006 Kw smu.cow.To 1KE 004000ENrs O ME MM.0001 mo(OM)As....Bur.5100 RV. 041E DESCRIPTION M PROP. B41 PA M-IBMO L /2 NEED MU'E ARE449 B41 PANEL WEN. PRDDTR Cr./NOM Err a6'/.p JAWED MaM M usrtD AND PROcv6D R.VELEM. 0 FAST.(.MOLD DR IPE/BaT/O To MT. DE 1' Dr..MINN A/WR PK/NTNI ro El]1T.Mr.DP MR Orr 9FIdE MOM? 3. THE ELECTING,WORN NOMES ALL LGOR HO Wave sxDin®Bt gxwf5.END SPEW..NCYD■D wC W&MORN TO PRO.CONGIETE APPROVED PROP.COAT JUMPERS _ (lop) 4. CONTRACTOR 900E PAY f 10012s.NO Is RE SONS£FOR OBINNI G SN POWS.W COOR.T5N OF PROP.DC/118ER JUMPERS(T M.) -PROP.COAX LINTERS Nc AGO PROP.ERQSON RAD0 414E - PROP.ERICSSON RAD0 4460 825.666 S EFctxtx Av m (u PEItvmEDEer coDE)HIE NttRE....TO NTMuoER IO TNRrtBEBF3ElE�0 88 M AVMiNR0 C 0005. B. BURIED Mar SIOLL BE SCHEDULE 40.. B214B65 KIN J Mr ma carPROP.GROUND KITS(IMP.) c PROP■ .CAKE DMDER CMl.bi MOMPR..GROUND KOS I 1 69[D UDR COMA CIMN MY TOSAGGTu'E E>W TO Dil MID ID � PROP.GROUND MT ro SBRLTUa' PPGKET mu SIR PPG AS RECCE°CN 0 100/E1 LACED FOILJP(PROP.I2 GREEN WM U CONWI..ow. INSULATED GROUND TO MO PROEM.OWNER C.snr MOD GENET.MS FIST.GROUND BAR SEE FEMME SCHEDULE SEE�B O sS SCHEDULE L wICATED ON 6 MRAINGG 0500 LEN O TELEPHONE WE PULL ROPE N isINUD iE.0 0000€ A a B M SHEET M4 SEE FEEMRE S:HEIDIE PROP./2 GREEN A!BON SHEET A-4 ,ENE AT EACH END O '� 'C ,,11��NSEI�TEJ NUMBER: A*B ON SHEET A-4 INSULATED GROUND TO VJH02 1 CJV ET6f.cRouM BEN PROJECTER CET.SITE Prc ME M1La Nor N rCONac Amon..P.suf a mwgl.A.THE ra'E'gw�PORTON OF c0YOMMITS�vMii BE P.wnN. O.ALL EQUIPMENT LOCATED OM.RINI IAK NEIN 3R°CLOSURE. ,,GG 12 PPC suPPum Br txOIECT oNREE PROP.GROUND 1015(iNP.) � PROP.GROUND KITS SITE ADDRESS: PROP.CROIRD IOC to GROUNDING S.mwLY MR FFD Art.CEO.G MANN1r.MONgxD,BOFORG.NO uMMw FROJFitpx WILL a CONE N 234 OLD PHONON ROAD AtCERorwz WTI T-uofAE BI5 5IR MOMOxG STANOAoS'. BOST..IAA J t xD MIXPE NIORTI4AMPTON,MA 01062 AT ccr-- DEC FAA MST.MfE MAR NW BREWS WARM AT BOTH EPOS USING NwUFACTLRFAN COW CAKE AWNING ATR SASVED R PRaFm AT Er �Lr COLOR Is.La,TM a TLII-.1,6 N.rx FM r.Cx ix I FOR.mom ou,C ORONC(UNLESS['THEME SISCSED)AO 11 MCAT mtc .ALL TO EM■P. i0 EQUIP. _ TYPE CONNECTORS OR CANED DOT..NM.CO NOT ALLOW moos 10 MP. CABINETS a.ROUTEPAM FMSAlG EXCEPT As OTIONSE NWAT[6 SRO.. ELECTRIC&GROUNDING __ __IN RADUS BOA./B NaE CAI BE 0000 AT F 00011 MIE4 DETAILS L700/1.60O/N600 AN)ENNA r� 12100/I 1900/G1900/U1900 ANTENNA 9000 A15 CONNECTORS TO ND 10.0 SHALL....TIN Two HOLE Ca1MYS.SMMFT 00 TU 00 00104 UGS APPLY DmE corn.COMM.TO All..ATONS. 19.APPLY MCC IN..COMPOUND TO ALL COMPRESSION TYPE GROUND mIRECT. nKE MICR M mow. Emsoac wee*WM OS)«US OAR E.Moro ROO.NO COAX CABLE CONNECTION M DONE DE.HD HG RHD A�mSP*RR` a04 m.� ,O` .E;ETED ORO.SYSTEM ANO RECORD MUM FOR PRO GT.GE-OUT mgRNNDEDN.6 OHMS MEIN R N E-1 AND GROUNDING DETAIL ell IICMPMRECORDI000016 d r N .AND.REIUM-LIES AND MANCE-TO-E.T N 6mMOOs(SWEEP WOG MD SCAR NOT TO MALE RECORD RESOR FOR PROJECT SPECIAL CONSTRUCTION NOTE: GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ANTENNA MOUNT STRUCTURAL AUGMENTS (STRUCTURAL MODIFICATIONS)AT T-MOBILE'S RAD/VERTICAL EQUIPMENT SPACE PER T-MOBIL E SUPPLEMENNTTADLOCONSSTTRRFROM 1CTIION DRAWINGS(PROVIDED BY OTHERS). -PROV1DED ANTENNA MOUNT RAL ANALYSIS AND ANY — NORTHEAST L L C S 2 18 C0 L __ RAWLA\ D SCOPE OF WORK 15 COMMERCE WAY,SUITE B NORTON,MA 02766 REMOVE: (50B)286-2700 • 9 ANTENNAS • 3 TMAs • 3 RRUs S B A APPROVALS • 3 COAX CABLES 13 PROJECT MANAGER: DATE: ZONING/SITE ACQ.: DATE: INSTALL: 254 OLD WILSON ROAD 9 ANTENNAS NORTHAMPTON MA 01062 1 B160 BATTERY CABINET SBA COMMUNICATIONS CORP. CONSTRUCTION: DATE: OPERATIONS: DATE: ' WE BOROUGHDERS ROAD,SUITE8 125 HAMPSHIRE COUNTY • • 3 6160HYBRID CABLES (508) 51-07 MA 01581 (508)251-0720 • 1 LOW—PROFILE MOUNT W/HANDRAIL CHAPPELL RF ENGINEERING: DATE: TOWER OWNER: DATE: 1 ENGINEERING S TF \ O . : 4s• , o218c SITE NOTES ' ASSOCIA,ES,LLC 1. THIS IS AN UNMANNED AND R IT WILL ACCESS TELECOMMUNICATION FACILITY,AND IS NOT FOR HUMAN HABITATION. IT BE USED FOR THE TRANSMISSION OF RADIO SIGNAL T—MOBILE TECHNICIAN SITE SAFETY NOTES FOADA COMPLIANCE NOT R THE PURPOSE OF ROVIDIND.G PUBUC CELLULAR SERVICE.• R.K.BOSSTTOUN POSTE CENTRE )WEST,SUITE 10 MARL• POTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED. (500) 8T-74 MA 01752 LOCATION SPECIAL RESTRICTIONS (tee) op 7400 NO OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES REQUIRED. WWW.chappellengineering.com SECTOR A: ACCESS BY CERTIFIED CLIMBER 2. CONTRACTOR SHALL VERIFY ALL PLANS,DOSING DIMENSIONS,AND CONDITIONS ON JOB SECTOR B: ACCESS BY CERTIFIED CLIMBER SITE TYPE: 149'± MONOPOLE SITE.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRmNG OF SECTOR C: ACCESS BY CERTIFIED CLIMBER ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. FAILURE TO NOTIFY THE GPS/LMU: UNRESTRICTED ARCHITECT/ENGINEER PLACE THE RESPONSIBILITY ON THE CONTRACTOR TO CORRECT THE 4. Z�Of \ RADIO CABINETS: UNRESTRICTED DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. RF DESIGN GUIDELINE: 67E5A998E OUTDOOR PPC DISCONNECT: UNRESTRICTED 3. NEW CONSTRUCTION WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. � NM � ��" MAIN CIRCUIT D/C: UNRESTRICTED • BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE 780 CMR(9TH EDION) V /'A44,�,A)\ NIU/T DEMARC: UNRESTRICTED • ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE �, rrSTRUCTURAL CODE:TIA/EIA-222-G STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING , ,OTHER/SPECIAL: NONE STRUCTURES AND ANTENNAS. % 1Mr ' • GENERAL NOTES VICINITY MAP SCALE: 1" = 10001-0" SHEET INDEX PROJECT SUMMARY `', - " 1. THE CONTRACTOR SHALL ONE AU.NOTICE AND COMPLY WIM ALL ♦ `) , ' / SITE NUMBER: 4SH0218C TAWS,ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF 12. THE CONTRACTOR STALL MAKE NECESSARY PROVISIONS TO PROTECT ill /1 ttl SST' DESCRIPTION VTR.ANY PUBUC AUTHORITY,MUNICIPAL AND Ui1111Y COMPANY EXISTING IMPROVEMENTS,EASEMENTS,PAVING,CURBING,ETC.DURING r •t NO, SffE NAME: SH218/GOLF RAWLANDSPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES CONSTRUCTION.UPON COMPLETION OF WORK,THE CONBNCTOR BEARING ON THE PERFORMANCE OF THE WORK.THE WORK SHA L REPAIR ANY DAMAGE TWIT MAY HAVE OCCURRED DUE TO �\ icS �' f SBA SITE NUMBER: MA13219-A PERFORMED ON THE PROJECT AND THE IATERMLS INSTALLED SHALL CONSTRUCTION ON DR ABOUT THE PROPERTY. �;, ,.. �' T-1 TITLE SHEET 1 CHECKED BY: JMT BE TN STRICT ACCORDANCE WTM ALL APPUCABLE CODES, N: L'�--' SBA SITE NAME: NORTHAMPTON 2 REGULATIONS,AND ORDINANCES. 13. THE CONTRACTOR STALL KEEP THE GENERAL WORK AREA CLEAN AND SITE ADDRESS: 254 OLD WILSON ROAD HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF P11 DIRT, APPROVED BY: JMT 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORM DEBRIS,RUBBISH AND REMOVE EQIAPMENT NOT SPECIFIED AS cl A .�` T ,,.. ^j'" GN-1 GENERAL NOTES 1 NORTHAMPTON,MA 01062 RETAINING ON THE PROPERTY.PREMISES SHALL BE LEFT IN CLEAN -- rA\- L /�(/� SCOPE THE CONSTRUCTION THE AND CONTRACTC DOUMENTS THE COMPLETE et , �, v.... • I }\\T._ � IE WORK.THE CONTRACTOR BIDDING THE JOB IS CONDITION AND FREE FROM PAINT SPOTS,Dust,OR SMUDGES OF `\ik......oeliii:r_ ,-,- '.v +eo;,✓f1ua 1tr ' ` PROPERLY OWNER. VERRILLO GIL F. SUBMITTALS NEVERIHEL135 CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN ROT NOTICE .�'"; f iuj + 254 OLD WILSON ROAD THE DRAWINGS AND DR SPECIFICATIONS SHLL NOT EXCUSE SAID I \'�J/ / �y\�Y\1,. A-1 COMPOUND&EQUIPMENT PLAN 1FLORENCE, MA 01062 REV. DATE BESCRPIroN BY CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN 14. THE CONTRACTOR SHALL COMPLY WITH AlL OSHA REQUIREIMENTS AS • y� I " ` �\`ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THEY APPLY TO THIS PROJECT. A-2 TOWER ELEVATIONS&ANTENNA PLAN 1 TOWER OWNER: SBA INFRASTRUCTURE, LLC ... •_3. THE CONTRACTOR OR BIDDER SHALL BEAR Tiff RESPONSIBILM OF 15. THE CONTRACTOR SHALL NOTIFY THE PROJECT OWNER'S •A\ isp \ A-3 SITE DETAILS1 8501 CONGRESS AVENUE NDTFYING(IN WRTRNG)THE ONNIPgM REPRESENTATIVE OF ANY REPRESENTATIVE WHERE A CONFlJCT OCCURS ON ANY OF THE [ j • ! ._ BOLA RATON,FL 334B7 CONFLICTS,ERRORS,OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACT DOCUMENTS.THE CONTRACTOR IS NOT TO ORDER . ' A-4 ANTENNA&FEEDUNE CHARTS 1 PHONE: 561-226-9523 CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK.IN THE EVENT ARTERIAL OR CONSTRUCT ANY PORTION OF TIE WORK THAT IS IN . OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY CONFLICT UNTIL CONFLICT IS RESOLVED BY THE DESSEE/UCENSEE ""� �f�.,.IN'� .1 Ay 1 l I OR EXTENSIVE WORK,UNLESS DIRECTED IN WRITING OTHERWISE REPRESENTATIVE. A--� , ♦ {� (�J I COUNTY: HAMPSHIRE COUNTY 4. THE SCOPE OF WORK SNAIL INCLUDE FURNISHING All MATERIALS, 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS, � a f E-1 ELECTRIC&GROUNDING DETAILS 1 EQUIPMENT,LABOR AND ALL OTHER IAATERMIS AND LABOR DEEMED PROPERTY UNES,ETC.ON THE JOB. //,/,-5- ,�;. 4/ ZONING DISTRICT: SINGLE FAMILY RESIDENTIAL NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED 17 ALL UNDERGROUND UTILITY INFONAATON WAS DETERMINED FROM • yI HERON. V s`s ri STRUCTURE TYPE: MONOPOLE 1 SURFACE INVFSTICATIONS AND EXISTING PLANS OF RECORD.THE /:/, _"'�A L 1 1Y/13/21 ISSUED FOR CONSIRUMION NA 5. THE CONTRACTOR SWAG VISA THE JOB SITE PRIOR TO THE CONTRACTOR SHALL LOCATE ALL UNDIRUIOUND UTILITIES IN TIE _ I 0 II/12/21 ISSUED FOR RENEW JIN SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF FlFED PRIOR TO ANY SITE WORK. /�'� I SITE` !��!,,ll STRUCTURE HEIGHT: 149't WITH THE FlE1D CONDITIONS AND TO VERIFY THAT THE PROJECT CAN .%' , -I �I BE CONSTRUCTED M ACCORDANCE IYM1 HE CONTRACT DOCUMENTS. (�\iI.,-, y; ' `�•^�`Nql". APPLICANT: T-MOBILE NORTHEAST LLC B SITE NUMBER: ��J 15 COMMERCE WAY,SUITE 6. THE CONTRACTOR SHALL OBTAN AUTHORIZATION TO PROCEED WITH yt ! 1 q C CONSTRICTION PRIOR TO STARTING WORK ON ANY REM NOT CLEARLY J ! f,,, • \ ( __ NORTON, Mn 02766 4 V H 021 8� DEFINED BY TIE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. ,. ;Jt 7. THE CONTRACTOR STALL INSTALL ALL EQUIPMENT AND MATERIALS 'L P'A, F M` _,f' A i 4•.• ARCHITECT: CHAPPELL ENGINEERING ASSOCIATES, LLC. ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS ~!� f i UNLESS NOTED OTHERWISE OR WHERE LOCAL.CODES OR ORDINANCES +` p r 'A' 201 BOSTON POST ROAD WEST,SUITE 101 SITE ADDRESS: TAKE PRECEDENCE AT LEAST 72 HOURS PRIOR TO '� 1/�JI '�Cl+ ,,j"� MARLBOROUGH,MA 01752 254 OLD WILSON ROAD DIGGING,THE CONTRACTOR ISIllk 1'" I j: NORTHAMPTON,MA 01062 6. THE CONTRACTOR PROVIDE A FULL SET OF CONSTRUCTION REQUIRED TO CALL DIG SAFE AT 611 1 DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ,.. �J) " STRUCTURAL ENGINEER: CHAPPELL ENGINEERING ASSOCIATES,LLC. PERSONNEL INVOLVED WITH THE AVAILABLE PROIECT.FOR THE USE EN ALL f 11 [ s,1LFI r,TIE ADDENDUMS OR 201 BOSTON POST ROAD WEST,SUITE 101 MARLBOROUGH, MA 01752 9. THE CONTRACTOR SMAL SUPERVISE AND DIRECT TIE PROJECT p r DIRECTIONS DESCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLELY 8,Ct= RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, •_ I� — SITE CONTROL POINT: lATm1DE: 42.295420' N4717.43.51" TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING t1IURN LEFT ONTO S WASHINGTON ST.TURN RIGHT ONTO MA-123 E.TURN LEFT TO MERGE ONTO ALL PORTIONS OF THE WORK UNDER THE CONTRACT. Ni‘y LONGITUDE: -72.66727E W7740'02.19" TITLE SHEET 1_1 1-495 NORTH TOWARD MANSHELD/MARLBORO. MERGE ONTO 1-495 NORTH.TAKE EXIT 58 TO 10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AU.NECESSARY D I• afe MERGE ONTO 1-90 WEST TOWARD ALBANY.TAKE EXIT 45 TO MERGE ONTO 1-91 NORTH.TAKE EXIT CONSTRUCTION CONTROL SURVEYS,ESTABLISHING AND MAINTAINING v,„EN.,,I- 15B TO MERGE ONTO MA-141 WEST.TURN RIGHT ONTO UNION STREET.TURN RIGHT ONTO MAIN ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS As SHOWN HERON. STREET.TURN LEFT ONTO NORTHAMPTON STREET.TURN LEFT ONTO FLORENCEROAD. ROAD.TURN RD ON DO NOT SCALE DRAWINGS BSPECAL ASED ZONN ING NOTE:ON PROVIDED BY T-MOBILE REGULATORY COMPLIANCE HT ONTO OLD WILSON ROAD.TURN RIGHT ONTO PINE GROVE GOLF CLUB ROAD. SITE IS LOCATED ON M3cN I I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING Al.!. THE RIGHT SIDE OF THE ROAD.. PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK PROFESSIONALS AND LEGAL COUNSEL,THIS TELECOMMUNICATIONS EQUIPMENT BY THE ARCHITECT/ENGINEER,THE STATE,COUNTY OR LOCAL DEPLOYMENT IS CONSIDERED AN ELIGIBLE FACILITY UNDER THE MIDDLE CLASS TAX GOVERNMENT AUTHORITY. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL RELIEF AND JOB CREATION ACT OF 2012,47 USC 1455(A),SECTION 6409(A),AND T-1 IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN IS SUBJECT TO AN ELIGIBLE FACILITY REQUEST EXPEDITED REVIEW,AND I WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE LIMITED/PARTIAL ZONING PRE-EMPTION FOR LOCAL DISCRETIONARY PERMITS WORK OR BE RESPONSIBLE FOR SAME. (VARIANCE,SPECIAL PERMIT,SITE PLAN REVIEW,OR ADMINISTRATIVE REVIEW). I Nt5-34' GENERAL NOTES; CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES:. T-MOBILE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINMONS SHALL APPLY: 1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318,ACI 336,ASTM A184.ASTM A185 AND THE 1.WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC NORTHEAST LLC CONTRACTOR-T-MOBILE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. AND TELCORDLA SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) OWNER-T-MOBILE 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE.A 2.SUBCONTRACTOR SHALL MODIFY OR INSTALL CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT OEM-ORIGINAL EQUIPMENT MANUFACTURER HIGHER STRENGTH(400PSI)MAY BE USED.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 381 CODE CABUNG TO THE NEW BTS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL REQUIREMENTS 15 COMMERCE WAY,SUITE B 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND NORTON,MA 02766 FAMILIARIZE WITH THE EXISTING CONOMONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS 3.REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE.WELDED WIRE TELCOROLA. (508)286-2700 SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE.SPLICES SHALL BE CLASS ATTENTION OF CONTRACTOR. 'B'AND ALL HOOKS SHALL BE STANDARD,UNO. 4.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON 5.EACH END OF EVERY POWER,GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH DRAWINGS: INSULATION OR ELECTRICAL TAPE(3M BRAND,1/2 INCH PLASTIC ELECTRICAL TAPE WITH IN PROTECTION,OR EQUAL). ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGAINST EARTH 3 IN. THE IDENTIFICATION METHOD SHALLCONFORM WITH NEC AND OSHA,AND MATCH INSTALLATION REQUIREMENTS. Lj THE PERFORMANCE OF THE WORK. CONCRETE EXPOSED TO EARTH OR WEATHER: 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL MUNICIPAL AND MIfTY COMPANY /6 AND LARGER 2 IN. 6.POWER PHASE CONDUCTORS(I.E.,HOTS)SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE SPECIFICATIONS. AllWK AND CARRIED STATE AND P FEDERAL JURISDICTIONAL APPLICABLETIONAL CODES,ORDINANCES AND OMLICABLE REGULATIONS. /5 AND SMALLER&WWF 1)f IN. (3M BRAND,1¢INCH PLASTIC ELECTRICAL TAPE WITH IN PROTECTION,OR EQUAL).PHASE CONDUCTOR COLOR CODES CONCRETE NOT EXPOSED TO EARTH OR WEATHER SHALL CONFORM WITH THE NEC AND OSHA. OR NOT CAST AGAINST THE GROUND: 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SPA!FD AND ARE INTENDED TO SHOW OUTLINE ONLY. SLAB AND WALL IN. 7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS.ALL SBA COMMUNICATIONS CORP. BEAMS AND COLUMNS Of IN. EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION,WIRE CONFIGURATION,POWER OR 134 FLANDERS ROAD,SUITE 125 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES, AMPACTTY RATING,AND BRANCH CIRCUIT ID NUMBERS(LE.,PANELBOARD AND CIRCUIT ID'S). WESTBOROUGH,MA 01581 AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5.A CHAMFER 3'4"SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO,IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 8.PANELBOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE CLEARLY LABELED (508)251-0720 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S WITH ENGRAVED LAMACOID PLASTIC LABELS. RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR EMBEDMENT 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. r' -CHAPPELL SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL NY THE CONTRACTOR. DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRWNG ENGINEERING HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN ORDER TO MAINTAIN 10.POWER,CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHAL BE SINGLE CONDUCTOR(/34 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER,T1 CABLES AND GROUNDING MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL IXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED AWG OR URGER),600 V,OIL RESISTANT THIN OR THWN-2,CLASS B STRANDED COPPER CABLE RATED FOR 90'C L.. All ASSOCIATES,LLC CABLES AS SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY SIMPSON OR APPROVED EQUAL (WEI AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,UNLESS OTHERWISE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE SPECIFIED. ACTUAL ROUTING WITH THE CONTRACTOR AND/OR LANDLORD PRIOR TO CONSTRUCTION. 7.CONCRETE CYLINDER TIES ARE NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS (IBC1905.6.2.3)IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(/6 AWG OR R.K.EXECUTIVE CENTRE 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND (A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. LARGER),600 V,OIL RESISTANT THHN OR THAN-2 GREEN INSULATION,CLASS B STRANDED COPPER CABLE RATED FOR 201 BOSTON POST ROAD WEST,SUITE 101 STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION (B)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPUED. 90'C(WET AND DRY)OPERATION;USTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,UNLESS MARLBOROUGH,MA 01752 OF THE OWNER. FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. OTHERWISE SPECIFIED. (508)481-7400 www.choppellengineering.com 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL 8.AS AN ALTERNATIVE TO ITEM 7.TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS OF 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE,SHALL BE SINGLE CONDUCTOR CABLES AND OTHER RENTS REMOVED FROM THE EXISTING FACILITY. CONCRETE FROM EACH DIFFERENT BATCH PLANT. /2 AWG SOLID TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION AND RETURN DISTURBED AREAS TO ORIGINAL CONDITIONS. 9.EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS R IS VERIFIED BY 13.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR,TYPE TC CABLE(/34 CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. AWG OR LARGER),600 V,OIL RESISTANT THHN OR 7H1VN-2,CLASS B STRANDED COPPER CABLE RATED FOR 90'C ` 13.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR (WET AND DRY)OPERATION;WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION USED,UNLESS OTHERWISE .. OF. SHALLBE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND STRUCTURAL STEEL NOTES: sPECIFIED• 0, PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. i�� 1.ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND T-MOBILE SPECIFICATIONS 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE,COMPRESSION WIRE LUGS AND WIRENUTS BY " M �� 14.SUBCONTRACTOR SHALL NOTIFY CHAPPELL ENGINEERING ASSOCIATES,LLC 48 HOURS IN ADVANCE OF POURING CONCRETE UNLESS OTHERWISE NOTED.STRUCTURAL STEEL SHALL BE ASTIR-A-36 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC HARGER(OR EQUAL).LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75'C(90'C IF OR BACKFIWNG TRENCHES,SEALING ROOF AND WALL PENETRATIONS AND POST DOWNS,FINISHING NEW WALLS OR FINAL DRAWINGS.STEEL DESIGN,INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL AVAILABLE). a.y /�i ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. CONSTRUCTION(AISC)'MANUAL OF STEEL CONSTRUCTION'. 1 AT`i. �r 15.CONSTRUCTION SHALL COMPLY WITH ALL T-MOBILE STANDARDS AND SPECIFICATIONS. 15.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEIAA UL, �'� /r 2.ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. ANSI/IEEE AND NEC. _4.�,�^L.. 16.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC'MANUAL OF STEEL +�i ` `i WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CONSTRUCTION',9TH EDITION.PAINTED SURFACES SHALL BE TOUCHED UP. 16.NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION •WHERE POSSIBLE LLLL V4(�.'A "A� PROCEEDING IT SHALL NOTIFY DIE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR 3.BOLTED CONNECTORS SHALL USE BEARING TYPE ASTM A325 BOLTS(s'w)AND SHALL HAVE MINIMUM OF TWO BOLTS 17.ELECTRICAL METAWC TUBING(EMT)OR RIGID NONMETALC CONDUIT(LE.,RIGID PVC SCHEDULE 40 OR RIGID PVC �) • PROCEEDING WITH CONSTRUCTION. UNLESS NOTED OTHERWISE.ALL BOLTS SHALL BE GALVANIZED OR STAINLESS Si AL. SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. A 17.UTHE EXISTING CELL NOT ARE IN FULL IS1TNG NORMALOL OP OPERATION. ANY ANY CONSTRUCTION ON WORK BY 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 3e'DLA.ASTM A 307 BOLTS(GALV)UNLESS NOTED 18.ELECTRICAL METALLIC TUBING(EMI),ELECTRICAL NONMETALLIC TUBING(ENT),OR RIGID NONMETALLIC CONDUIT SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING OPERATION. WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN OTHERWISE. (RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. ' APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 5.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL 19.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE 18.IF THE EXISTING CELL SITE IS ACTIVE,ALL GREET PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH STEEL GRADE. CHECKED BY: JMT LEVELS OF ELECTROMAGNETIC RADIATON. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY 6.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. WORK THAT COULD EXPOSE THE WORKERS TO DANGER.PERSONAL RF EXPOSURE MONITORS ARE TO BE WORN 20.RIGID NONMETALLIC CONDUIT(LE.,RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE USED TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. UNDERGROUND;DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED SOIL COMPACTION NOTES FOR SLAB ON GRADE: CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. APPROVED BY: JMT SITE WORK GENERAL NOTES: 1.EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE 21.LIQUID-TIGHT 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. AS REQUIRED. VIBRATION OCCURS ORIBFLFXBLITY IS NLE METALLIC �EDED.NDUR(QUID-TffE FLEX)SHALL BE USED INDOORS AND OUTDOORS,WHERE SUBMITTALS 2.ALL EXISTING ACTIVE SEWER,WATER,CAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE 2.COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED CEOTECHNICAL TECHNICIAN OR 22.CONDUIT AND TUBING FITTINGS SFW1 BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION REV. DATE DESCRIPTION BY PROTECTED AT ALL TIMES. AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS ENGINEER IS ACCEPTABLE. USED.SETSCREW FITTINGS ARE NOT ACCEPTABLE. DIRECN BY ENGINEERS.NEAR S.SUBCONTRACTORBE CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN NGEXCAVATING THISS WILLDRAWNG PIERS 3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION,THE'UNDISTURBED SOIL'BASE SHALL BE COMPACTED WITH 23.CABINETS,BOXES AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, AROUNDTNO BE LIMITEDIT MIMES.A)FALLPROTECTION B)CONFINED PROVIDE SAFELY TRAINING FOR THE WORKING CREW. EXCAVATION.INCLN 'COMPACTION EQUIPMENT',LISTED BELOW,TO AT LEAST 90%MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 U ANSI IEEE AND NEC. BUT NOT TO A) B) SPACE C)ELECTRICAL SAFETY D)TRENCHING AND METHOD C. L.ANSI/IEEE ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 24.CABINETS,BOXES AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 4.COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED.PROVIDE 6'MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 4.IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 3'LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100%PASSING/1 SIEVE. 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN - DISPOSED OF LEGALLY. DOWNWARD;SHALL BE PANDUR TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA 3R(OR 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE BLIILK)OUTDOORS. 5.THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. COMPACTOR(SUCH AS BOMAG BPR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOMAG MY 55E). AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND 26.EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES,AND PULL BOXES SHALL BE GALVANIZED OR 6.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT COMPACTED AS STATED ABOVE. EPDXY-COATED SHEET STEEL SHALL MEET OR EXCEED UL 50,AND RATED NEMA.1 (OR BETTER)INDOORS,OR NEMA 1 12/13/21 BS D FOR CONSIRUC11011 'M BE PLACED IN ANY FILL OR EMBANKMENT. 3R(OR BETTER)OUTDOORS. 0 11/12/21 MUD FOR Mt ,mv COMPACTION EQUIPMENT: 7.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE 27.METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED,OR NON-CORRODING; APPLICATION. 1.HAND OPERATED DOUBLE DRUN,VIBRATORY ROLLER.VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. SHALL MEET OR EXCEED UL SLAM AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. SITE NUMBER: 8.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE CONSTRUCTION NOTES; 4 S H 0218 C WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WIRE TILE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UTILITIES. 1.FIELD VERIFICATION: 28.NONMETALLIC RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND RATED NEMA 1 SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,T-MOBILE ANTENNA PLATFORM LOCATION AND UTILITY TRENCHWORK. (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BEREA)OUTDOORS. 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABIUZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT 2.COORDINATION OF WORK: 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE SITE ADDRESS: SPECIFICATIONS. SUBCONTRACTOR SHALL COORDINATE RE WORK AND PROCEDURES WITH CONTRACTOR. COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 254 OLD WILSON ROAD 10.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF 3.CABLE LADDER RACK: 30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND DISTRIBUTION PANELS NORTHAMPTON,MA01062 REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK,CABLE TRAY AND/OR ICE BRIDGE,AND CONDUIT AS IN ACCORDANCE WITH THE APPUCABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. CONTROL. REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE rani THE PROJECT SPECIFICATIONS,NEC AND ALL APPUCABLE LOCAL CODES. SHEET TR11 11.THE SUBCONTRACTOR SHALL PROVIDE SITE STORAGE IN ACCORDANCE WITH THE T-MOBILE SPECIFICATION FOR SITE SIGNAGE 32.CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. GENERAL NOTES ,i'_EI NUMBER GN-1 181S.34' " SPECIAL PRE-CONSTRUCTION WORK NOTE (SBA-PROVIDED TOWER STRUCTURAL ANALYSIS SPECIAL EQUIPMENT INSTALLATION REQUIREMENTS): GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SPECIAL OR SUPPLEMENTAL ADDITIONAL TOWER-MOUNTED EQUIPMENT PER RECOMMENDATIONS FROM T-MOBILE SBA-PROVIDED TOWER STRUCTURAL ANALYSIS FOR ANY SPECIAL SHIELDING OF TOWER TOP EQUIPMENT AND FOR ANY SPECIAL FEEDUNE BUNDUNG OR RELOCATION. SPECIAL CONSTRUCTION NOTE NORTHEAST LLC GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ANTENNA MOUNT STRUCTURAL _ AUGMENTS (STRUCTURAL MODIFICATIONS)AT T-MOBILE'S RAD/VERTICAL EQUIPMENT 15 COMMERCE WAY,SUITE B SPACE PER RECOMMENDATIONS FROM SBA-PROVIDED ANTENNA MOUNT STRUCTURAL NORTON,MA 02766 ANALYSIS AND ANY SUPPLEMENTAL CONSTRUCTION DRAWINGS (PROVIDED BY OTHERS). (508)286-2700 EXIST.GENERATOR S B A JUNCTION BOX(TYP) EXIST T-MO BILE TRANSFER EXIST.T MOBILE SWITCH(TO REMAIN) CONDUITS(li'P) yI 75.* I2 "-8t � I SBA COMMUNICATIONS CORP. 134 RANDERS ROAD,SUITE 125 ®®PROP.T-MOBILE T— •� � � EXIST.T-MOBILE 6131 EQUIPMENT wESTBOROUGH,MN 01581 EQUIPMENT MOUNTED ON EXIST GPS MOUNTED TO EXIST e CABINET MOUNTED ON EXIST. (508)251-0720 EXIST.CONCRETE PAD ICE BRIDGE(TD REMAIN) �\\ CONCRETE PAD (TO BE REMOVED) h 49"-6"t � EXIST. T-MOBI(E DELTA DIESEL \ � -�� \ I �CHAPPELI OMIMI x zx x—�xxxzzxx z z- GENERATOR(TO REhVJN).___ _ _ I \ EXIST.CHAIN LINK FENCE(7YP.) —� ' \ ENGINEERING � U O �i� � �I �� f / \I L. —ASSOCIATES,LLC =o i I / o \ J T I I E ; I, 0 i \ / I R.K.EXECUTIVE CENTRE 2q \ \\ �/ I °-� 201 BOSTON POST ROAD WEST,SUITE 101 /J -■'= �� \ — ■ MARLBOROUGH,MA 01752 I / \ EXIST.T-MOBILE CONWDS TO BE (508)481-7400 I\ / 1 / \ GUTTED BACK AS REQ'D PPe 9L n9• ELE I / \ mnr.cho Ilan neeri com i IL! \ :: ., i Q o I / I \ �: L /j,c \ J I• ^ ok EXIST. CABINET OUT/ISV / \.�., •.�.: \y// J PAC24 CABINET MOUNTED TO :: ,. EXIST.PPC(TO REMAIN) \ •,7•:• I /u L \—EXIST PPC(TO REMAIN) t��'�\ {_i \ T , „ / %/ ` SEE FEEDUNE SCHEDULE • EXIST T-MOBILE 11(( I `!*%5 ill iiiii ( •, , , '-';\ / \ y,..; A&BON SHEET A-4 ICE BRIDGE Lr ,.r^I Cr \4\ t/ 11 \ #j i v \: SgI 'tom •�� cl{' \ :�� 382 �, _ ,yet. EXISTING EQUIPMENT PLAN L\. �:\" -�7 �� \I\/ (-............. *,,,� •:•.::•'tt=•.. a a/SL ICE SCALE:3/8'=1'-0" 411 I ', .\ * a. \\ % ` 1 0 2 8" 5-4" 8 0" \1\ • '�;,=��_� SEE FEEDUNE SCHEDULE +� —= A&B ON SHEET A-4 I EXIST VER20N CHECKED BY: JMT EQUIPMENT 1 \T\ SHELTER PROP.T-MOBILE APPROVED BY: JMT \jj\\ 1'2 TOWER TOP PROP.2"RGS CONDUIT WITH A-3 EQUIPMENT LBs FOR DC POWER WIRING / EXIST RPNERATCP SUBMITTALS / JUNCTION BOX(TYP.) EXIST. T-MOBILE TRANSFER EXIST.T-MOBILE SNITCH(TO REMAIN) REV. DATE DESCRIPTION BY CONDUITS(TTP) PROP. (2)2'RGS CONDUITS EXIST FOR ALARM&SPARE HAN G IT-B t x \ / 6" \ \ EXIST.GPO MOUNTED TV EXIST I \ ICE BRIDGE(TO REMAIN) / PROP.T-MOBILE \ 1 1 A J Q EXIST. T-MOBILE DELTA DIESEL N.:4, /� i BATTERY CABINET `1,`` EXIST.METER BANK GENERATOR(TO REMAIN) 111 .��4�.\„,v A DISCONNECT �= ' 4• L x x 1 z I x x x x x x J L ` �= \ 1 1 17 ISM FOR CONSTRICTION RI \ PROP.T-MOBILE ERICSSON 2/ /21 \ A ,+( • / I F„ Fa \ �6160 EQUIPMENT CABINET 0 11/12/21 ESUED FOR REVEW : l \ EXIST. VERIZON �i \ T # -.»> mrA \ NC4BMET o \ \ \ / ' 1.1 ' - SITE NUMBER: i - •TOP. 1"RGS CONDUIT FOR DC \\ EXIST. 72'-B" \\ EXIST CSC \1>< ATA /� •��\ 1 _ POWER FROM 660 TO RAC24 4SH0218C N7�'DOUBLE / \ \\ SWING GATE \V O CABINET \� EXIST. ISLCO I \ _ «; ,'' Wl PROP.2"RGS CABINET FOR \ \ VAULT I 0 o I ,.y.y` MV TO RAC24 CABINET \ \ p 0 EXIST 1/ o .�I ,`-I:* Ew RAC24 CABINET MOUNTED TO SITE ADDRESS: \\ T-MOBILE TO \\ IPAA'SEORMER , + • • EXIST.PPC(TO REMAIN) N254OLDWILNONIAOAD 062 \\ E \\ 1 :;I - / \—EXIST.PPC(To REMAIN) STE ACCESS PROP. (1)2"RGS CONDUIT FOR ETHERNET \ :'i:t / \\ \\ CABLE FOR GENERATOR CONTROLS& \\ •, , SHEET TITLE ALARMS ROUTED FROM PROP. EQUIPMENT '�.('•, PROP.2"RGS CONDUITS FOR CABINET TO EXIST.GENERATOR ,:a:; POWER FROM EXIST. PPC COMPOUND PLAN 410 FE EDIJNE FIJNE SCHEDULE :i` T-MOBILE A&BON SHEET A-4 TOY'EXISTBRIDGE COMPOUND& SCALE i"= s'-o' EQUIPMENT PLANS 0 5'-D" 10.-0 15.-0" PROPOSED EQUIPMENT PLAN 41) SCAT F:3/8"-1.-Cr _ SHEET NUMBER 0 2"-8 5"-4" 8"-0 A-1 1815.341 SPECIAL_PRE-CONSTRUCTION WORK NOTE ISBA-PROVIDED TOWER STRUCTURAL ANALYSIS SPECIAL EQUIPMENT INSTALLATION REQUIREMENTS): GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SPECIAL OR SUPPLEMENTAL ADDITIONAL TOWER-MOUNTED EQUIPMENT PER RECOMMENDATIONS FROM T-MOBILE SBA-PROVIDED TOWER STRUCTURAL ANALYSIS FOR ANY SPECIAL SHIELDING OF TOWER TOP EQUIPMENT AND FOR ANY SPECIAL FEEDUNE BUNDLING OR RELOCATION. u n�+ TO POFPROP.T-MOB LE D)ANTENNAS _ RAD CENTER NOTE: SPECIAL CONSTRUCTION NOTE: NORTHEAST LLC EL = 151't ACT. - _ TOP OF EXIST MDVOPOLE T-MOBILE RAD CENTER SHOWN IN RED TEXT BASED ON SBA-PROVIDED GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ANTENNA MOUNT STRUCTURAL EL.= rast Atx� PROP.T=MOBILE(9)ANTENNAS _ L^ CO-LOCATION APPLICATION, EQUIPMENT DATABASE,AND STRUCTURAL AUGMENTS (STRUCTURAL MODIFICATIONS) AT T-MOBILE'S RAD/VERTICAL EQUIPMENT 15 COMMERCE WAY,SUITE B EL = 147'±AGL ANALYSIS. THE SBA-PROVIDED ANTENNA RAD CENTER SHALL SUPERSEDE SPACE PER RECOMMENDATIONS FROM SBA-PROVIDED ANTENNA MOUNT STRUCTURAL w ALL .1-M S ANY CONFLICTING INFORMATION DERNED FROM THE T-MOBILE REDS. NORTON,MA 02766 _ALL..$ECTORS PROP.T-MOBILE ERICSSON RADIO 4480 B71+685 ANALYSIS AND ANY SUPPLEMENTAL CONSTRUCTION DRAWINGS (PROVIDED BY OTHERS). (508)286-2700 MOPUNNTEDTTO EXIST.ERICSSON LOW-PROFlLDEI MOUNT®® 625+B66A(1 PER SECTOR,TOTAL OF 3) (1 Plat SECTOR,TOTAL OF 3)MOUNTED TO EXIST. LAW-PROFILE MOUNT ALL SECTORS ALL SECTORS ANTENNA(1 PER SECTOR, OF 3)CMOUNTED TO�� 1'PANEL �SECTO.TOTAL IOFF 3)MOUCSSON NTED6TO EXIST.6 (1 S B A gil EXIST. LOW-PROFILE MOUNT ON EXIST. MONOPOLE LAW-PROFILE MOUNT ON EXIST. MONOPOLE ALL SECTORS PROP.T-MOBILE ERICSSON M-MIMO AIR6449 B41 PANEL /,N AP(E) ANTENNAS 1 PER SECTOR,TOTAL OF 3 MOUNTED TO / / 1 SBA COMMUNICATIONS CORP. ( ) `}� /Ur900 C1900 U2100 "7' EXIST.LOW-PROFILE MOUNT ON EXIST. MONOPOLE. y `ANTENNA 134 FIANDERS ROAD,SUITE 125 1 1 1 1 I- "�"' � WESIBOftOUGH,IAA 01581 �'EXIST.vTmLON ANTENNAS _ _ _ _ EEL _ ALL SECTORS I_ t� 4 �;?off ` (508) EL.= 122t AGL JL4LL EXIST.T-MOBILE ERICSSON RRUS11 B12 RADIO UNIT () (-Ni A E) 508 251-0720 T T T T (1 PER SECTOR,TOTAL OF 3)MOUNTED TO EXIST. GT E �. LOW-PROFILE MOUNT ON EXIST.MONOPOLE(TO BE REMOVED) ANTENNA A� ANTENNA ALL SECTORS ro CHAPP ELL ALL SECTORS ,....,,,,,,,..--EXIST.T-MOBILE ERICSSON NR21 KRC116W6-1 • ENGINEERING EXIST.T-MOBILE ANDREW LNX-6515DS-A1M ANTENNAS /' ". B2P/B4A ANTENNAS(1 PER SECTOR,TOTAL OF 3) L ASSOCIATES,SEC (1 PER SECTOR,TOTAL OF 3) MOUNTED TO EXIST. 1....11le, ZZ /A7:(0) MOUNTED TO EXIST.LOW-PROFILE MOUNT ON EXIST. LOW-PROFILE MOUNT ON EXIST. MONOPOLE(TO BE REMOVED) 1 IIIIII11111111111111 .. IXIG0 MONOPOLE(TO BE REMOVED) IIIIIIIIIIIIIIIIIIIIIIo,,. ANTENNA GAMMA S270' I MONOPOLE t —iIIIIlllllll":::I:'III"1 IWR R.K.D:ECUINE CENTRE 170' A� Illlllllllllllllllllllllllin• BE 201 BOSTON POST ROAD WEST,SUITE 101 111111111111111111rG2:,E 111111111111" 14 U1900/0900/02100 MARLBO81-74 MA 01752 C i00 IIIIIp' \\ ANTENNA (508)481-7400 ro ATENNA �\\ �/ www.chappellengineering.corn ALL SECTORS EXIST.T-MOBILE ERICSSON AIR21 KRC118023-1 �� . E B2A/B4P ANTENNAS(1 PER SECTOR,TOTAL OF 3) 1 � L700) COST.TT-OBILE GENERIC TWIN STYLE 1B- MOUNTED TO EXIST.LOW-PROFILE MOUNT ON FXISF. l `��a"`� `.� j ANTENNA AWS TMOS(1 PER SECTOR,TOTAL OF 3) MONOPOLE(TO BE REMOVED) _ „,..„��o��/ ' MOUNTED TO DUST.LOW-PROFILE MOUNT �� ¢ ON EXIST.MONOPOLE(TO BE REMOVED) A�SN 0� `1 ``�i B3 i U1900 C1900 02100 I 4 L2700 - ' " `(: ' � . / N \aNrENVA �F ANTENNA ' . 117ill EXISTING ANTENNA PLANe ED ,,(;, I �r �� A ALL SFGEQ$S PROP.T-MOBILE ERICSSON 840590966 ANTENNA a -. (1 PER SECTOR,TOTAL OF 3)MOUNTED TO EXIST.WCHECKED BY: Jld? LOW-PROFILE MOUNT ON EXIST. MONOPOLE ALL SECTORS PROP.T-MOBILE ERICSSON RADIO 4480 in, APPROVED BY: JMT B71+B85(1 PER SECTOR,TOTAL OF 3)NV MOUNTED TO EXIST.LOW-PROFILE MOUNT SECTORS SUBMITTALS ALLPROP.T-MOBILE ERICSSON RADIO 4460© REV. DATE DESCRIPTION BY B25+B66A(1 PER SECTOR,TOTAL OF 3)NV MOUNTED TO EXIST.LOW-PROFILE MOUNT ALL CTORS PROP.T-MOBILE RFS APXVLLI9P_43- A20EPANEL 1. L700%60o/N600 ANTENNA(1 PER SECTOR,TOTAL OF 3) MOUNTED TO® �.. NTENNA4' EXIST. LOW-PROFILE MOUNT ON EXIST. MONOPOLE SEE FEEDLINE SCHEDULE G3:(P) i`A (P) NAB ON SHEET A-4 L2100/L1900/G1900/U1900 L2500/N2500 ALL SECTORS ANTENNA l%//� ANTENNA 1 12/13/21 ISSUED FDR CONSTRUCTION IN PROP.T-MOBILE ERICSSON M-MIMO AIR6449 B41 PANEL a I` ANTENNAS(1 PER SECTOR,TOTAL OF 3)MOUNTED TO /// IIIIIIIIN,.. A3: (P) 0 11/12/21 LSSUFD FTM REM JN EXIST. LOW-PROFILE MOUNT ON EXIST.MONOPOLE 1 IIIIIIIIIIIIID'` O`', IIIIIIIIIIIIIIII1h... ANTENNL1900/G1900/U1900 EXIST I49$MONOPOLE GAMMA SECTOR II MONOPOLE n, ',ANTENNA SITE NUMBER: - 2Y O I1IIII ' 4SH0218C � EXIST. 149•t _.... ue. AZ CIO; p \\/ IIIIII1111111 L2500/N2500 ANTENNA BL (P) SITE ADDRESS: L700/L600/N600 254 OLD WILSON ROAD ,1i`: ANTENNA NORTHAMPTON,MA 01062 . I Et�'�I_I / L2500/N2Soo 7' SHEET THIS NOTE: GROUND EQUIPMENT NOT G1: (P) I �� a', SHOWN, FOR CLARITY. L L700/L600/N600 83:(P) NOTE. TOWER ELEVATIONS& ANTENNA L2100/L1900/01900/U1900 ANTENNA VERIFY PROPOSED AZIMUTHS ANTENNA PLANS NOR-n WITH RF ENGINEER PRIOR TO INSTALLATION. 0 PROPOSED ANTENNA PLAN ® �GROUND LEVEL GL I I SCALE.3/8'=1'-0' ANTENNA STATUS LEGEND: SHEET NUMBER TOWER ELEVATION40 EMPTY - EMPTY PIPE SCALE:1'=10'-0. (E) - EXISTING A-2 (P) - INSTALL 0 10' 20' 30' (F) - FUTURE 1815.:a1 1 T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SURE B NORTON,MA 02766 (508)286-2700 SBA ® SBA COMMUNICATIONS CORP. 134 FLANDERS ROAD,SUITE 125 WESTBOROUGH,MA 01581 (508)251-0720 CHAPPE • ENGINEERING - ~ ASSOCIATES,LLC t R.K.EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST,SURE 101 MARLBOROUGH,MA 01752 x - (506)481-7400 \ # www.choppellengineering.com x • ERICSSON M-MIMO AIR6449 I��NOF ��\ ERICSSON 840590966 ANTENNA RFS APXVLL19P 43-C-A20 ANTENNA B41 ANTENNA ERICSSON RADIO 4460 B25+866 ERICSSON RADIO 4480 B71+B85 �`fr« y''�tt �� DIMENSIONS:95.91H x 23.5'W x 7.1'D DIMENSIONS: 75.8'H x 11.31W x 4.61) DIMENSIONS:33.1'H x 20.51W x 8.3-D DIMENSIONS: 17.0'H x 15.1'W x 11.9Tb DIMENSIONS: 19.2'H x 15.11Y x 7.5D • '. ' i WEIGHT: 101.4 Ibs WEIGHT:49.3 Ibs WEIGHT: 103.0 Ibs WEIGHT: 104.0 Ibs WEIGHT:92.61bs I . QUANTITY: 1 PER SECTOR,TOTAL OF 3 QUAD: 1 PER SECTOR,TOTAL OF 3 QUANTITY: 1 PER SECTOR,TOTAL OF 3 QUANTITY: 1 PER SECTOR,TOTAL OF 3 QUANTITY: 1 PER SECTOR,TOTAL OF 3 •t � ANTENNA DETAILS 4111 RADIO DETAILS ® `'��" j,�, ,.;� „. SCALE:N.T.S. SCALE:N.T.S. ��'' `` �i ' n CHECKED BY: JUT APPROVED BY: JMT SUBMITTALS REV. DATE DESCRIPTION BY FROM CABINETI T FROM DIST .��12'f 4't I("12.f'� CABINET . 6160 B160 1 12/13/21 ISSUED FOR C0161RIICIDII JN 0 11/12/21 ISSUED FOR WEN JN SITE NUMBER: I I1 4SH0218C 1 / V j \\ SITE ADDRESS: 254 OLD WILSON ROAD / • / • NORTHAMPTON,MA 01062 i ---��/ ��--- SHEET VLF CABINETS TO BE MOUNTED PER MANUFACTURER'S SPECIFICATIONS SITE DETAILS ERICSSON 6160 SITE SUPPORT CABINET ERICSSON B160 BATTERY CABINET DIMENSIONS:63.25H x 26.01Y x 34.0.0 DIMENSIONS: 63.25H x 26.OW1 x 26.0'D QUANTITY:TOTAL OF 1 QUANTITY:TOTAL OF 1 SHEET NUMBER EQUIPMENT DETAIL e SCALE:N.T.S. A-3 T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SUITE B NORTON,MA 02766 (508)286-2700 FINAL ANTENNA CONFIGURATION SECTOR ANTENNA RAD AZIMUTH MECHANICAL ELECTRICAL S B A gil BAND TMA/RADIOS SIGNAL CABLES CENTER (TRUE NORTH) DOWNTILT DOWNTILT Al I ERICSSON 840590966 14rt AGL 30' 0' 4' L700/L600/N600 RADIO 4480 B71+B85 SBA COMMUNICATIONS CORP. A2 I ERICSSON M-MIMOE BOR UG 01581 H ROAD,SURE 125 W ALPHA AJR6449 B41 14r3 AGE 30' 0' 7 L2500/N2500 - (508)251-0720R0 RFS APXVLLI9P_43-C-A20 7 L 147'±AGL 30' 0' 2100/L1900/G1900/U1900 RADIO 4460 B25+B66 r -.11 CHAPPELL Loom ENGINEERING B1 I ® -ASSOCIATES,LLC ERICSSON 840590966 147'±AGL 150' 0' 4' L700/L600/N600 RADIO 4480 B71+885 ERICSSON M-MIMO (I)1-'4"(9x78)RCS FIBER CABLE BETA AIR6449 B41 14r3 AGL 150' 0' 7 L2500/N2500 )2•(�4)fCs Ft�R CABLES R.K.EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST,SUITE 101 RFS MARLBOROUGH,MA 01752 APXVLL19P_43-C-A20 147'±AGL 150' 0' 7 L2100/L1900/G1900/U1900 RADIO 4460 B25+866 (` . op48p87400 ng. Inrll.ch Ilan neeri com G1 I ERICSSON 840590966 147'±AGL 240' 0' 4' L700/L600/N600 RADIO 4480 B71+B85 G2 I ERICSSON M-MIMO / \ GAMMA AIR6449 B41 lart AGL 240' 0' 7 L2500/N2500 - y `1"\ G3 I RFS 7: H 1 �� APXVLL19P_43-C-A20 147'±AGL 240' 0' 7 L2100/L1900/G1900/U1900 RADIO 4460 B25+B66 y ` r�`;.1 iriA 1 CABLE NOTE*EXISTING(3) 1-9r COAX CABLES TO BE REMOVED. EXISTING(3) 1-V'COAX CABLES TO REMAIN CAPPED&WRAPPED. SEE FEEDUNE SCHEDULE A&B BELOW. I!, ,,1'i , ..'y �r HEEL RIDS REV7-09/09/21 �' ' Ali CHECKED BY: JUT APPROVED BY: JMT SUBMITTALS REV. DATE DESCRIPTION BY 1 12/13/21 ISSUED FOR C01IS1RIICIDR ATV 0 11/12/21 ISSUED FOR REVEE ,RM FEEDLINE SCHEDULE SITE NUMBER: SCHEDULE FEEDLINES LOCATION 4S H 0218C EXISTING TO REMAIN: (I)Yr'COAX CABLE FOR CPS ANTENNA SITE ADDRESS: (I)I-'1b"(9x18)NCS FIBER CABLE 254 OLD WILSON ROAD A (3)7—'COAX CABLES(CAPPED&WRAPPED) NORTHAMPTON,MA 01062 EXISDNG TO BE REMOVED: (3)134'MAX CABLES ROUTED PER STRUCTURAL SHEET TAD ANALYSIS PROPOSED: (3)2 (644)HCS FIBER CABLES B ANTENNA& FEEDLINE CHARTS NOTE: EXISTING T-MOBILE EQUIPMENT FEEDUNE INVENTORY BASED ON OBSERVED FIELD CONDITIONS. REDS AND FEEDUNE LEASING ENTITLEMENTS MAY DIFFER. SHEET NUMBER A-4 1815341 T-MOBILE NORTHEAST LLC - — FLAT WASHER,TYP. FIAT WASHER,TYP. 15 COMMERCE WAY,SUITE B PROP. (3)ERICSSON 840590966 ANTENNAS& PROP.(3)ERICSSON M-MIMO STAINLESS STEEL NORTON,MA 02766 (3)RFS APXVL.L19P_43-C-A20 ANTENNAS AIR6449 B41 PANEL ANTENNAS HARDWARE �� LOCK WASHER,TYP. O 'HEX BOLT (508)286-2700 EXIST.ANTENNA SUPPORT PIPE/MOUNTS TWO HOLE `�� NUT,TYp, EXIST.ANTENNA SUPPORT PIPE/MOUNTS COMPRESSION TERMINAL • PROP. DC/FIBER JUMPERS(TYP) INSULATION HEAT-SHRINK = S BA i TO ELECTRIC DEMARC PROP.COAX JUMPERS(TYP.)- / INSULATION EXTENDING Y• GROUND BAR LK�H IXIST.200AMP CIRCUIT 000"' OVER LUG&2"OVER PROP.CABLE DIVIDER SED BARE COPPER TO BE BREAKER AND ELECTRIC METER PROP. (3)ERICSSON RADIO 4449 B71+BBS EXIST.f2 AWC Sam CABLE INSULATION ♦ J EXIST MANUAL IXIST 200A &(3)ERICSSON RADIO 4460 B25+866 ' • Mil KEPT TO ABSOLUTE MINIMUM, NO TRANSFER SWITCH EXIST C PANEL GROUNDING CABLE GROUND CABLE INSULATION ALLOWED WITHIN THE GROUND BM COMPRESSION TERMINAL(TYP.) SBA COMMUNICATIONS CORP. r PROP.GROUND KIT(TYP.) C PROP. ) SECTION A-A 134 FLANDERS ROAD,SUITE 125 C WESTBOROUGH,MA 01581 EXIST.j7 AWG SOUR zocw-zP G �' NOTES: (sob)251-0720 PROP. 12 GREEN INSULATED r©— p SEE FEEDUNE SCHEDULE 1. "DOUBLING UP"OR"STACKING"OF CONNECTION IS NOT PERMITTED. SEE FEEDUNE SCHEDULE 1= A&B ON SHEET A-4 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. ® CHAPPELL A&B ON SHEET A-4 EGB 3. CADWELL DOWNLEADS FROM UPPER EGB,LOWER EGB AND MGB. ENGINEERING 6O�2P PROP.GROUND KR OW) EXIST GENERATOR SURGE EXIST PROP.GROUND KR(TYP) J , EXIST 12G TYPICAL GROUND BAR ®- ASSOCIATES.LLC RECEPTACLE SPARE(OLD 6/30 RACELL /C24 GTST POWER PANELCONNECTIONS DETAIL CABINET 1 \ ST 1ELC0 CaB/NET SCALE:NOT TO SCALER.K.EXECUTIVE CENTRE BiS fl 201 BOSTON POST ROAD WEST,SUITE 101 XIST.UDUTY CONDUITS MARLBOROUGH,MA 01752 EXIST.CABLE TRAYS (s08)461-7ao0 www.chappellengineering.com PROP. 1"RGS CONDUIT FOR DC POWER(PER MANUF. REQ'S)TON CSC PROP. PROP. ANOREW UGBKPROP.2'RGS CONDUIT FOR EXIST ERICSSON ERICSSON 1ANTENNA MOUNT GROUND INSTALL PROP. 10Q4-2P A4V MANUF.REQ'S) BREAKER PER MANUF.REQ'S 100A-2P (PER PR4 B160 6160 / r--- CABINET BAI IEHY EQUIPMENT C24G G G C COAX CABLE a 1 11111rIlij �INSTALL PROP.20A-1P GFCICABINET CABINETJI GROUNDING KIISi m� y iy\ BREAKER PER MANUF.REQ'S 20A-1P '-- - PROP. PROP. EXIST.EGB ��rr J 7::.•,,..„ M !� mac:, ERICSSON ERICSSON �T^ O � �1 L _ IXIST.MO \ 117 6160 8160 ( Wall 7, EQUIPMENT BATTERY M • /� ' ,A/*�'•406 /". SERMCE GROUND PER NEC CABINET CABINET G c _ G G • M M'✓ j OQQQPROP.(3)/1 &(1)/2c-2c qPROP.{2c CantiDPROP.(2)/10&(1)/12G-2'C ( \ C c G �� ;c -�;\�„ ';y \ PROP.(2)2"RGS CONDUffS FOR TO GROUNDING RING • UTILIZE(1)2"CONDUIT FOR BOTH WIRE RUNS ALARM&SPARE(PER MANUF. REQ'S) JTG (LOWER EGB) 1\ if .: '�' PROP. 2'RGS CONDUIT WITH LBs FOR DC POWER WIRING(PER MANUF. REQ'S) '~ ILT- ONE LINE DIAGRAM ell TO EXIST SCALE:NOT TO SCALE CONNECTION GROUNDING RISER DIAGRAM GROUND BAR (EGB) e CHECKED BY: JMT ® SCALE:NOT TO SCALE SCALE NOT TO SCALE APPROVED BY: JMT ELECTRICAL AND GROUNDING NOTES SUBMITTALS PROP. ERICSSON 840590966 ANTENNA PROP.RFS APXVLLI9P_43—C—A20 ANTENNA 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE(NEC)AS WELL AS APPLICABLE STATE REV. DATE DESCRIPTOR BY PROP. ERICSSON M-MIMO AND LOCAL CODES. A1R6449 B41 PANEL ANTENNA _ IXIST./2 TINNED GROUND EXIST.ANTENNA SUPPORT PI MOUNT III EXIST 17 TINNED GROUND 2. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED AND PROCURED PER SPECIFICATION REQUIREMENTS. 10 IXIST GROUND 84R �✓ EXIST ER E.GROUND ND BAR EXIST ANTENNA SUPPORT PIPE/MOUNT TO EXIST.GROUND 84R EXIST.ANTENNA SUPPORT PIPE/MOUNT 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL.WORK TO TO EXIST.GROUND BAR ', PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL ST 1504. G PROP.COAX JUMPERS(TYP.) PROP.COAX JUMPERS/�.� 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS,AND IS RESPONSIBLE FOR OBTAINING SAD PERMITS AND COORDINATION OF G PROP. DC/FIBER JUMPERS(TYP.) G `"r') INSPECTORS. 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND DPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS _ • PROP.ERICSSON RADIO 4449 PROP.ERICSSON RADIO 4460 B25+B66 OR SCHEDULE 80 PVC(AS PERMTRED AT CODE)AND WHERE REQUIRED IN LIQUID TIGHT FLIXIBLE METAL OR NONMETAWC CONDUITS. B71+B85 6. BURIED CONDUIT SHAH BE SCHEDULE 40 PVC. EXIST EGB,BONDED PROP.GROUND KITS(TYP.) N PROP.CABLE DMDER EXIST.EGB,BANDED PROP. GROUND KITS 7. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE%HMV,TOWN,OR THININSULATION. 1 12/13/21 691ED FOR OJ161RIICIgN JTN TO STRUCTURE EXIST.T�,BONDED PROP.GROUND KIT TO STRUCTURE 8. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON 0 11/12/21 ISSUED FOR RESELL ,IN PROP./2 GREEN THIS DRAWING.PROVIDE FULL LENGTH PULL ROPE.COORDINATE INSTALLATION WITH UTILITY COMPANY. INSULATED GROUND TO SEE FEEDUNE SCHEDULE 9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE(MIRY DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS EXIST. GROUND BAR SEE FEEDUNE SCHEDULE PROP. 12 GREEN A&B ON SHEET A-4 CABINET AS INDICATED ON THIS DRAWING PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT.PROVIDE GREENLEE CONDUIT SITE NUMBER: A&B ON SHEET A-4 SEE FEEDLINE SCHEDULE MEASURING TAPE AT EACH END. A&B ON SHEET A-4 INSULATED GROUND TO 4SH0218C EXIST.GROUND BAR 10. WHERE CONDUIT BETWEEN BIS AND PROJECT OWNER CELL SRE PPC AND BETWEEN BTS AND PROJECT OWNER CELL SRE TELCO SERVICE CABINET ARE UNDERGROUND USE PVC,SCHEDULE 40 CONDUIT.ABOVE THE GROUND PORTION OF THESE CONDUITS SHALL BE PVC CONDUIT. ti 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE PROP.GROUND KITS(IYP.) _-__,I. PROP. GROUND KITS 12 PPC SUPPLIED ED PROJECT OWNER. SITE ADDRESS: PROP.GROUND KIT 13. GROUNDING SHALL COMPLY WITHNEC ART.250.ADDITIONALLY,GROUNDING,BONDING AND LIGHTNING PROTECTION SWILL BE DONE IN 254 OLD WILSON ROAD '•" •' ••••• • ACCORDANCE WITH'I-MOBILE BIS SITE GROUNDING STANDARDS'. NORTHAMPTON,MA 01062 EWs?:MGR,, EXIST MOB, 14. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX CABLE GROUNDING KITS SUPPUED BY PROJECT AT GRADE IXIST MOB, AT GARDE OWNER. AT GRADE 15. USE#6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE GROUNDING(UNLESS OTHERWISE SPECIFIED)AND/2 SHIFT TITLE SOLID TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. ti 16. ALL GROUND CONNECTIONS TO BE BURNDY ITYGROUND COMPRESSION TYPE CONNECTORS OR CADWELD IXOTHERMIC WELD.DO NOT ALLOW TO EQUIP. TO EQUIP. BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. CABINETS TO EQUIP. CABINETS 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE,IXCEPT AS OTHERWISE INDICATED.GROUNDING ELECTRIC&GROUNDING STRAIGHTESTCABINETS LEADS SHOULD NEVER BE BEM AT RIGHT ANGLE.ALWAYS MAKE AT LEAST 12"RADIUS BENDS.+6 WIRE CAN BE BEM AT 6"RADIUS WHEN DETAILS NECESSARY.BOND ANY METAL OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MISTER GROUND BAR OR GROUNDING L700/L600/N600 ANTENNA L2500/N2500 ANTENNA L21OO/L19 00/G1900/U1900 ANTENNA RING. 18. CONNECTIONS TO GROUND BARS SMALL BE MADE WITH TWO HOLE COMPRESSION TYPE COPPER LUGS.APPLY OXIDE INHIBIRNG COMPOUND TO ALL LOCATIONS. 19. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECRONS. SHEET NUMBER D0. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC MARKER SYSTEM(EMS)BALLS OVER EACH GROUND ROD AND BONDING POINT BETWEEN IXIST.TOWER/MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING. COAX CABLE CONNECTION 21. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION.5 OHMNS MINIMUM E-1 J illRESISTANCE REQUIRED. ANDGROUNDING DETAIL 22. CONTRACTOR SHALL CONDUCT ANTENNA,COAX,AND LNA RETURN-LOSS AND DISTANCE-TO-FAULT MEASUREMENTS(SWEEP IESIS)AND RECORD RESULTS FOR PROJECT CLOSE OUT. SCALE:NOT TO SCALE / 1815.341