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39 NORMAN ST - BUILDING INSPECTION (2) RIC U4 ,,ICES Wob 2e, S (fo9 LA THE'- The HECThe Commonwealth of Massachusetts ip15 NOV 30 AJ012 Department of Public Safety 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) J Building Permit Number: Date Applied: Building Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) 1G�C� l No.and Street City/Town Zip Code Name of Building(if applicable) ((� SECTION 2:PROPOSED WORK —' Edition of MA State Code used_ If New Construction check here❑or check all that apply in the two rows below ( Existing Building❑ Repair❑TAlteration Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ 1 Other ❑ Specify: I Are building plans and/or construction documents being supplied as part of this permit application? Yes No ❑ Is an Independent Structural Engine ' Peer Review required? Yes ❑ No Cr-- Briq Description of Proposed Work: A2 l Y VV Fk SECTION 3:COMPLETE THIS SEC-HON 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) Cl 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.) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 ❑ A-2❑ Nightclub ❑ A3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educational ❑ F: Facto F-1❑ F2❑ H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional 1-1 ❑ 1-2❑ I-3❑ I-4❑ M: Mercantile❑ R: Residential R-10 R-2❑ R-3❑ R-4❑ S: Storage S-1 ❑ S-2❑ U: Utility Special Use❑and please describe below: Special Use: i Q t" SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ 1 IV 13 1 VA VB 13 SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Suly: Flood Zone Information: S ge Dispos//??I Trench Permit Debris Removal: /lfu�lic }- Check if outside Flood Zone Indicate nWm�ida A trench will Licensed Disposal Site Privat lCj ' or indentify Zone: or on sitels`y-s'te�n required or trench or spegify permit is enclosed q Railroad right-of-way:/ Hazards to Air Navigation MA Historic Connniss" n PPpReview rocess: Not Applicable IU/ Is Structure within airport approa area? Is their r 'ew colxtp e or Consent to Build enclosed❑ Yes❑ or No Ye ❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: MatuED q Sure fLp,, e t?A3 SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address ofoperty Owner Name(Print) No.and Street City/Town —� Zip TertyJ Own;�Contact Information: o 60 _0 _ 772 603,511-V68— Title Telephone No. (business) Telephone No. (cell) e-mail address If ap licable,the property owner hereby authorizes «7 90-N lace Ur( IUt Ov�C 0206f Narrid Street Address City/Town State Zip to 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 2) building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here WetFd ski Section 10.1 10.1 Registered Professional Responsible for Construction Control Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor S H- E ChmmM mi-to" C mpany Name L 3o_rV-0_t� C S /©�(63� Name of Person Responsible for Construction License No. and Type if Applicable z I (A,(V3k \, Dry So 6 ).� �©7_ 9 Street Address City/Town State Zip 66-q 1 q� -�-� ~(mac ' aV rhtr� S Ct i IC0MIg,C0141 Telephone No.(business) Telephone No. celle-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT .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 issu ce of the building permit. Is a signed Affidavit submitted with this application? Yes Er—No 0 SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs: (Labor and Materials) Total Construction Cost(from Item 6) 1.Building $ Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ e appropriate municipal factor) 3.Plumbing $ 4.Mechanical (HVAC) $ _ Note:Minimum fee=$_660 (contact municipality) 5.Mechanical Other $ i Enclose check payable to C�� 6t- SQ(ern 6.Total Cost $ (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attes nder the pains and penalties perjury that all of the information contained in this application is true and accurate to t s my knowledg d and nding. Plisse p-7 t ay41t s �nazn 001/t_ 0i� K 6*d t(e Telephone No. Date Street Address City/Town {I State Zip Municipal Inspector to fill out this section upon application approval: J X14 ( 30 Name Date Appendix 1 For the demolition of structures the building permit applicant shall attest that utility and other service connections are properly addressed to ensure for public safety. Please fill in the information below and submit this appendix with the building permit application. The building permit applicant attests under the pains and penalties of perjury that the following is true and accurate. Property Location (Please indicate Block # and Lot # for locations for which a,street address is not available) L%I_Wr No. and Street City own / Zip Name of Building(if applicable) For the above described property the following action was taken: Water Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Gas Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No Cl Electricity Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Yes ❑ No ❑ Provider n ified and Release obtained? Yes ❑ No ❑ Other (if applicable) Yes ❑ No ❑ Provider otifie a ease obtained? Yes ❑ No ❑ Other (i applic e) Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where applicable No. Item Submitted Incomplete Not Required 1 Architectural 2 Foundation 3 Structural 4 Fire Suppression L..• 5 Fire Alarm(may require repeaters) v 6 HVAC t/ 7 Electrical 8 Plumbing include local connections 9 Gas Natural,Propane,Medical or other 10 Surveyed Site Plan Utilities,Wetland,etc. 11 Specifications v' 12 Structural Peer Review l/ 13 Structural Tests&Inspections Program 14 Fire Protection Narrative Report 15 Existing Buil din Surve Investigation 16 Energy Conservation Report 17 Architectural Access Review 521 CZAR)C.� 18 Workers Compensation Insurance t/' 19 Hazardous Material Mitigation Documentation L� 20 Other(Specify) 21 Other 5 22 Other S ec' `Areas of Design or Construction for which plan are not complete at the time of application submittal must be identified herein-Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to triple the original permit fee. Registered Professional Contact Information ��Qc� I��r4� GrotO �1--`�'-eSS-�7 Ca ,c��IxrQ�ytt��Ilc y91 4S Name(Re 'strant) Telephone No. a-mail address r eg-ation Number /600 VDA6. pk6j— 09-145– Street Addre City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. a-mail address Registration Number Street Address Ci /Town State Zi Discipline Expiration Date Name(Registrant) Telephone No, e-mail address Registration Number Street Address Ci /Town State ZDiscipline Expiration Date i r "dt� � 3rr�idg ,�1 . � � 4t� � x �� � A ^ skiy ,f `� '6 �' A ��.� ,f{,!� e' 9` .&` �' � � "a� � , ��4� 3� � t � �.: � � �ke.�} � ' -A� � '� Y4��i �,�` � f t �s — I� y� 44 q r .* 4 fN�.�ay ! f #,'� L+ ` '� '► y y >V y; e x x .# • # ,� y� •R * Ik y MK sY^ T iT � Ti' "� . k`s ' �ga 'Sc,° `'� x - a i" 4i �'. ` r" 't �+.• . ' ♦ a 'i "4` �. � i, The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual):Site Acquisitions Inc Address:27 Northwestem Drive City/State/Zip:Salem, NH 03079 Phone #:603421-0470 Are you an employer? Check the appropriate box: Type of project(required): 1.0 I am a employer with 138 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. E] New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.E] Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no Telecommunications employees. [No workers' 13.0 other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Commerce and Industry Insurance Co. Policy#or Self-ins.Lic.#:WC66180798 Expiration Date:08/01/2016 Job Site Address:39 Norman Street City/State/Zip:Salem, MA 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 w 1 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 advise at a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage v cation. I do hereby ce nder t In nd en es o er'u that the in ormation provided above Is true and correct SiLyn Date 11/19/15 Phone :6 -421-0 70 Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: O?DHudson Design Groupuc October 2,2015 aw I SAI Communications 27 Northwestern Drive Salem NH,03079 RE: Site Number: MA3157 Site Name: Salem-39 Norman Street Site Address: 39 Norman Street i Salem,MA 01970 To Whom It May Concern: Hudson Design Group LLC (HDG) has been authorized by SAI to perform a structural assessment on the existing AT&T antenna/RRH mounts to determine its capability of supporting the additional equipment loading: (3) OPA-65R-LCUU-H4 Antennas(In place of three existing 800-10121 Antennas) (One per sector) • (3) RR US (One per sector) • (3) Squid Surge Suppressors (One per sector) Based on our evaluation,we have determined that the existing mounts ARE CAPABLE of supporting the proposed antenna&RRH installation. r Wind load will not be applicable in this case due to the proposed antennas being enclosed within the existing FRP enclosure. HDG is under the assumption that the existing FRP enclosure has been constructed prooerly and adeauately secured to the buildina structure. This analysis was conducted in accordance with EIA/TIA-222-G,Structural Standards for Steel Antenna Towers and Antenna Supporting Structures,the International Building Code 2009,and the Massachusetts State Building Code, 8m edition. This determination was based on the following limitations and assumptions: 1. Equipment and locations should not deviate from the construction drawings without written approval of the engineer. . 2. HDG is not responsible for any modifications completed prior to and hereafter which HDG was not directly involved. 3. All structural members and their connections are assumed to be in good condition and ore free from defects with no deterioration to its member capacities. Contractor is to perform a pre-inspection to t confirm. 4. All antennas, coax cables and waveguide cables are assumed to be properly installed and supported as per the manufacturer's requirements. 5. All components supporting the AT&T equipment are assumed to be designed to all applicable codes and designed for identical to or larger than the current loads. DANIEL 4% Please feel free to contact our office should you have any questions. �yya n,5, o DANIEL P. G Respectfully Submitted, HAMM Hudson Design Group LLC CIVIL No.4072 D Michael Cabral Daniel P.Hamm,PE Structural Dept.Head Principal p:978.557.5553 f:978.336.5586 a:1600 Osgood Street,Building 20 North,Suite 3090,N.Andover,MA 01845 p:413.588.8139 F.413.517.0590 0: 116 Pleasant Sheet,Ste 302, Easthampton,MA 01027 R1,KU November 19, 2015 City of Salem 120 Washington Street 3" Floor Salem, MA 01970 Attn: Thomas J. St. Pierre Inspectional Services Director RE: AT&T Upgrades — 39 Norman Street Dear Mr. St. Pierre: AT&T is in the process of a nationwide upgrade of their network. In order to accomplish this upgrade, additional equipment that carry new frequencies need to be added to each site. Enclosed please find the following for the above referenced site: • 2 sets of plans for AT&T's proposed upgrades • Building permit application • Contractor Insurance information • Structural Analysis • Workmans Comp Affidavit • Building Permit Fee in the amount of$660 If everything meets with your approval, you can return the permit to me in the envelope provided. I can be reached at (617) 877-2950 if you have any questions. Sincerel imothy W. Greene Enclosures SAI Communications 157 Riverside Drive Norwell,MA 02061 PROJECT INFORMATION 1Y�. ..�/A `4 SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS ., ��(Y l SITE ADDRESS: 39 NORMAN STREET SALEM, 01970 ` VM `�II� LATITUDE: 42.5197474 6' N 47 31' 11.7' N LONGITUDE: —70.897918' W —70' 53' 52.5" W JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES CURRENT USE: TELECOMMUNICATIONS FACILITY SITE NUMBER: MA3157 PROPOSED USE: TELECOMMUNICATIONS FACILITY NOC# 800-638-2822 SITE NAME: SALEM - 39 NORMAN STREET DRAWING INDEX REV VICINITY MAP GENERAL NOTES T-1 TITLE SHEET 1 DIRECTIONS TO SITE: START OUT GOING SOUTHWEST ON COCHITUATE RD / MA-30 W TOWARD WHITTIER ST. 0.2 MI. MAKE A U—TURN ONTO COCHITUATE RD / MA-30 E. 0.3 MI. MERGE ONTO 1-90 E / MASS 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. GN-1 GENERAL NOTES 1 PIKE / MASSACHUSETTS TURNPIKE TOWARD JCT 1-95 / BOSTON (PORTIONS TOLL). 6.7 MI. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. TAKE THE 1-95 N / RT-128 N / RT-30 EXIT, EXIT 14, TOWARD N.H.-MAINE / POINTS NORTH. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING 1.2 MI. MERGE ONTO MA-128 N VIA THE EXIT ON THE LEFT TOWARD WALTHAM / GLOUCESTER. THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY C. A-1 ROOF & EQUIPMENT PLAN 1 27.2 MI. MERGE ONTO ANDOVER ST / MA-114 E VIA EXIT 25A TOWARD SALEM / MARBLEHEAD. ALLOWED. 0.8 MI. TURN LEFT ONTO PULASKI ST / MA-114. 0.1 MI. TURN RIGHT ONTO GARDNER ST / A-2 DETAILS AND ELEVATION MA-114. 0.5 MI. TURN RIGHT ONTO MARGIN ST / MA-114. CONTINUE TO FOLLOW MA-114. 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY 1.6 MI. TURN LEFT ONTO NORMAN ST / MA-114. 0.0 MI. 39 NORMAN ST IS ON THE RIGHT. ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT ' G-1 PLUMBING DIAGRAM&DETAILS GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. 3_ CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE 114 ESSEX ST ESSE% 51 JOB SITE AND SHALL IMMEDIATELY NOTIFY THE AT&T REPRESENTATIVE IN WRITING OF s DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. N N 47 A i Z N O 0 BARTON SO z p n C i � m m FRONT ST A A O L7 H m S 55 114 NORMAN ST CNES'(NU o z ROJECT o z 4 SITE GEDNEY ST 3 72 HOURS 111 I/\ HIGH ST �' ' BEFORE YOU DIG MILL ST CALL TOLL FREE 888-DIG-SAFE UND 6 � UfNDss`� � ICE ALERT I DE EK J. J SITE NUMBER: MA3157 CI VI Hudson SITE NAME:SALEM-39 NORMAN ST at&t S AT&T Design GrouPucO , ,o ,s Iswm rox caxs-IxucrroK sc AT 27 NORTHWESTERN DR. 39 NORMAN STREET A os Is MUM roK x M sc AT CG/STERE-�\F TITLE SHEET 1°00wwO . SALEM, NH 03079 SALEM, MA 01970 550 COCHITUATE ROAD xo, w1E Rcvrsioxs er CNK ss/0 � xussart oxAxwo xwan av ewA �x isSr aio� I&(9n) ESSEX COUNTY FRAMINGHAM, MA 01701 NAE As sKC-xx °mCKm rx: a CxAwx er: sc 3157.01 T-1 1 GROUNDING NOTES GENERAL NOTES �41. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND I THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THF DEFINITIONS SHALL APPLY: ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS. ALL STRUCTURAL EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING CONTRACTOR — SAI STEEL SHALL BE ASTM A36 (Fy = 36 ksi) UNLESS OTHERWISE NOTED. PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR SUBCONTRACTOR — GENERAL CONTRACTOR (CONSTRUCTION) PIPES SHALL BE ASTM A53 TYPE E (Fy = 36 ksi). ALL STEEL EXPOSED STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE OWNER — AT&T MOBILITY TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AHJ), THE SITE—SPECIFIC (UL, LPI, OR NFPA) LIGHTING AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED USING A PROTECTION CODE, AND GENERAL COMPLIANCE WITH 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL COMPATIBLE ZINC RICH PAINT. VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO TELCORDIA AND TIA GROUNDING STANDARDS. THE CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND "GENERAL SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T MOBILITY SITES." ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. THE ATTENTION OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS. AND ORDINANCES. CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST DI VERIFIED. ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PRIOR T ORDERING SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. - BELOW GRADE, BY TWO OR MORE COPPER BONDING PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK OUT S CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY 1B. THE EXISTING CELL SITE IS FULL COMMERCIAL OPERATION. ANY CONDUCTORS IN ACCORDANCE WITH THE NEC. COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING APPLICABLE REGULATIONS. NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE 3. THE SUBCONTRACTOR SHALL PERFORM IEEE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE TO SHOW OUTLINE ONLY. AFTER MIDNIGHT. SUBCONTRACTOR SHALL FURNISH AND INSTALL 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING 19, SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. RADIATION, EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY 6. "KITING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF 4. METAL RACEWAY SHALL NOT BE USED AS THE NECEXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY WILL BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED KITTING MATERIALS AND LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. DANGEROUS EXPOSURE LEVELS, COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN 20. APPLICABLE BUILDING CODES: ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND 7• THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING STATED OTHERWISE. JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED e. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD S. EACH BTS CABINET FRAME SMALL BE DIRECTLY DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SHALL GOVERN THE DESIGN. CONNECTED TO THE MASTER GROUND BAR WITH GREEN SPACE FOR APPROVAL BY THE CONTRACTOR. BUILDING CODE: MA STATE BUILDING CODE 780 CMR 8TH EDITION ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 LIGHTENING CODE: REFER TO ELECTRICAL DRAWINGS AWG STRANDED COPPER OR LARGER FOR INDOOR BTS 2 AWG 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND 71 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING STRANDED COPPER FOR OUTDOOR BTS. SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS FOLLOWING STANDARDS: AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, REQUIREMENTS FOR STRUCTURAL CONCRETE; 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OR PASTE) SHALL BE USED ON ALL COMPRESSION AND OWNER. MANUAL OF STEEL CONSTRUCTION, ASD, FOURTEENTH EDITION; BOLTED GROUND CONNECTIONS. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TTA) 222—G, 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE STRUCTURAL STANDARDS FOR STEEL EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER THE TOWER GROUND BAR. TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS CONDUCTOR SHALL NOT BE USED FOR GROUNDING 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER CONNECTIONS. AMERICAN CONCRETE INSTITUTE (ACI) 301. REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A 10. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL AIR—ENTRAINED AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. REQUIREMENTS. ABBREVIATIONS 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY AGL ABOVE GRADE LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. BCW BARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING BTS BASE TRANSCEIVER STATION EW TBR TO BE REMOVED 20 FT. OR MORE 1/2" OR GREATER ELECTRICALLY CONDUCTIVE EXISTING EXISTING N\i;S�� TO SCALE TBRR TO BE REMOVED REINFORCING STEEL MUST HAVE IT BONDED TO THE GROUND RING P�- �A AND REPLACED USING AN EXOTHERMIC WELD CONNECTION USING k2 AWG SOLID EG EQUIPMENT GROUND yah EF .G CE TINNED COPPER GROUND WIRE, PER NEC 250.50 EGR EQUIPMENT GROUND R G? , TREK cJ. TYP TYPICAL RE �f3 SITE NUMBER: MA3157 at CI VI AT&T Hudson® SITE NAME:SALEM-39 NORMAN ST d l8ct �'3 Design Group= _L 10/05/15 93UED TDR CONSRN N m AT Q O �Z_ GENERAL NOTES im 39 NORMAN STREET A 09/=/15 ISSUED NR REVIEW so Ar PG CC/STERE 4 27 NORTHWESTERN DR. FF 1°00iMG0005"�o' SALEM, NH 03079 SALEM, MA 01970 550 COCHITUATE ROAD W. DATE REWSIONS Ett CRR SS`/CNA, ENG xmmErt sruwwo RuustR Rn e,U XNORMrSW IDI TEL ry>e1 Wm ESSEX COUNTY FRAMINGHAM, MA 01701 3157.01 GN-1 1 N.ANDOMr eM 01&5 fm:pI81g16339d AS SHOWN OE9GNED W. AT DRAWN BY: SG NOTE- NOTE: AN ANALYSIS FOR THE CAPACITY AN ANALYSIS FOR THE CAPACITY OF - TRUE OF THE EXISTING STRUCTURES THE EXISTING ANTENNA MOUNT TO NORTH TO SUPPORT THE PROPOSED SUPPORT THE PROPOSED LOADING EQUIPMENT SHALL BE DETERMINED HAS BEEN COMPLETED BY HUDSON PRIOR TO CONSTRUCTION. DESIGN GROUP, LLC. MAG�� DATED: OCTOBER 02, 2015 15'15' SECTOR ALPHA NORTH 30' z i E%ISTING cl W€ EXISTING DOOR 51 ROOF BELOW REFER TO I SHEET FOR FINAL ANTENNA HE FINAL RF ATA X SETTINGS. EXISTING VERTICAL PROPOSED RRN MOUNTED / CABLE TRAY (TYP.) TO MOUNTEXISITING P ANTENNA MOUNTING PIPE (IVP. OF 1 PER SECTOR) EXISTING ELECTRICAL PANEL EXISTING 8' HIGH STEALTH WALL ABOVE PENTHOUSE EXISTING TELCO BACKBOARD r — — — EXISTING ANTENNAS EXISTING MOUNTED TO FRAME EXISTING EQUIPMENT EXISTING (TYPO I1 PENTHOUSE RACK PROPOSED RRN MOUNTED EXISTING RBS 6601 IN TO EXISTING PER 19" EQUIPMENT RACK SECTOR GAMMA I (TVP. OF 1 PER SECTECT OR) PROPOSED (3) ANTENNAS MOUNTED Td EXISTING MOUNTING PIPE S R (IVP. i PEEECTOR) - TO EXISTING EXISTING REPLACE R SEG UMTS CABINET PLATFORM EXISTING / PENTHOUSE PROPOSED POWER / CABINET TO REPLACE / EXISITNG / EXISTING / PROPOSED (1) FIBER BATTERY / & (2) DC CABLES / TO FOLLOW EXISTING EXISTING AT&T / EQUIPMENT — --�/ SHELTER EXISTING CABLE TRAY (TYP.) E%ISTING BTS CABINETS (TYP.) E%ISITNG GPS ANTENNA MOUNTED EXISTING TO EXISTING SHELTER PENTHOUSE LTE GPS ANTENNA \ SECTOR BETA 150- EQUIPMENT PLAN SCALE: 1/2'=1'-0' 0 V-0' 2'-0' 4'-0' 6'-0' ROOF PLAN SCALE: 3/32'=1'-0' 0 5'-4'10'-8' 21'-4' 32'-0' Al DEREK J. yJ o ^ ® SITE NUMBER: MA3157 � IF3111CI 1 Hudson SITE NAME:SALEM-39 NORMAN ST at&t D AT&T DmIgn Groupuc I 10 05 1S elm FOR CONSINUCRDN AT o ROOF & EQUIPMENT PLAN 27 NORTHWESTERN DR. 39 NORMAN STREET A OB R3 14 ISSUm FOR REVIEW m AT D PO,c �G(STERF-� 16pp050O°°n°gT O SALEM, NH 03079 SALEM, MA 01970 550 COCHITUATE ROAD xD. wTE REVISIONS er CNK FJS E \� NUNBEA pR9,woe NUYBFR REv ., ewl ZNo M'SJRVOI m:NJ MIs ESSEX COUNTY FRAMINGHAM, MA 01701 ��NAI_ N.AIO va'MA 01w fNl'1918I39M1SSBd m SHOWN DESIGNED W. AT DRAWN BV. SG 3157.01 1 A-1 1 EXISTING ANTENNA SCHEDULE PROPOSED ANTENNA SCHEDULE NOTE: NOTE: EXISTING ANTENNA SUPPORT PIPE AN ANALYSIS FOR THE CAPACITY AN ANALYSIS FOR THE CAPACITY OF SECTOR HAKE MQQEI.fl SIZE (INCHES) SECTOR 11AKE !e{IQEI.! arc (INCHES) OF THE EXISTING STRUCTURES THE EXISTING ANTENNA MOUNT TO TO SUPPORT THE PROPOSED SUPPORT THE PROPOSED LOADING ALPHA: KATHREIN 80010121 54.5X10.3X5.9 ALPHA: KATHREIN 80010121 54.5X10.3%5.9 EQUIPMENT SHALL BE DETERMINED HAS BEEN COMPLETED BY HUDSON PROPOSED UNISTRUT — PRIOR TO CONSTRUCTION. DESIGN GROUP, LLC. KATHREIN 80010764 55.2X1 1.8X6 KATHREIN 80010764 55.2X11.8X6 DATED: OCTOBER 02. 2015 PROPOSED RRH MOUNTED KATHREIN 80010121 54.5X10.3X5.9 CCI OPA-65R—LCUU—H4 48X14AX7.3 TO UNISTRUTS BETA: KATHREIN 80010121 54.5X10.3X5.9 BETA KATHREIN 80010121 54.5XID.3X5.9 (TYP. OF 1 PER SECTOR, — — — — — — TOTAL OF 3) KATHREIN 80010764 55.2XI 1.8X6 KATHREIN 80010764 55.2X11.BX6 NOTE: KATHREIN 80010121 54.5X70.3%5.9 CCI OFA-65R—LCUU—H4 48%14.4X7.3 REFER TO THE FINAL RF DATA GAMMA: KATHREIN 80010121 54.5X10.3X5.9 GAMMA: KATHREIN 80010121 54.5X10.3X5.9 SHEET FOR FINAL ANTENNA — — SETTINGS. PROPOSED KATHREIN 80010764 55.2)(71.8X6 KATHREIN 80010764 55.2X11 1.8X6 ANTENNA KATHREIN 80010121 54.5X10.3X5.9 CCI OPA-65R—LCUU—H4 48X74.4)C7.3 PROPOSED RRH MOUNTED TO EXISTING ANTENNA MOUNTING PIPE EXISTING S' HIGH (TYP. OF 1 PER SECTOR) STEALTH WALL EXISTING AT&T ABOVE PENTHOUSE EQUIPMENT SHELTER EXISTING ANTENNAS EXISTING GPS PROPOSED LTE ANTENNA MOUNTING DETAIL �1 PROPOSED (3) ANTENNAS MOUNTED TO FRAME ANTENNA MOUNTED TOP OF SCREENWALL MOUNTED TO EXISTING (TYR.) TO EXISTING SHELTER ELEV. 70'-8"} (AGL) SCALE: N.T.S A-2 MOUNTING PIPE (TYP. 1 PER SECTOR) — TO CENTER OF PROPOSED REPLACE EXISTING PROPOSED SURGE ARRESTOR AT&T ANTENNAS DCB-48-60-18—BF n n BEHIND STEALTH WALL ELEV. 68'—O'3 (AGL) EXISTING VERTICAL I III (MOUNT PER MANUFACTURER'Sf1k TOP OF PENTHOUSE ` CABLE TRAY (TYP.) u. RECOMMENDATIONS) ELEV. 62'-8"t (AGL) / ab EXISTING I EXISTING TOP OF PENTHOUSE EQUIPMENT PENTHOUSE ELEV 59'—O"3 (AGL) I TOP OF PARAPET _ _____ ELEV. 51'-8"± (AGL) _______________ NOTE: /V TOP OF ROOF SEE RFDS FOR RRH L ELEV. 49'-0"f (MGL) FREQUENCY AND I PROPOSED (1) FIBER MODEL NUMBER /Jly T (2) LO CABLES TO FOLLOW EXISTING PROPOSED RRH REFER TO THE FINAL RFDS AND CHART FOR QUANTITY, MODEL AND DIMENSIONS PROPOSED A2 REFER TO THE L W D FINAL RFDS AND CHART FOR RRUS — 11 19.7• 17.0• 7.2' QUANTITY, MODEL RRUS — 12 20.4' 18.5' 7g• AND DIMENSIONS RRUS — 32 26.7' 12.1' 6.7• RRUS — E2 20' 20.4• 9.5' NOTE: LTE — A2 16.4' 15.2' 3.4' ROUND LEVEL MOUNT PER MANUFACTURER'S GELEV. 0'-0"3 (AGL) SPECIFICATIONS. WEST ELEVATION PROPOSED RRH DETAIL -e SCALE: 1/16' 1'-0' Q z o s-a m 21-4SSS SCALE: N.T.S A-2 ��,P o= DEREK J. GJ, SITE NUMBER: MA3157 CMI N AT&T Hudson®� SITE NAME:SALEM-39 NORMAN ST at&t d' Design Group. 1 10 OS BS SSUm TOR CDNSIHULTON SG AT O 27 NORTHWESTERN DR. 39 NORMAN STREET A o4 zz 1s 6su[D roR Rfl9EW m AT PUFF C \ DETAILS AND ELEVATION leoomc000 sleaT O SALEM, MA 01970 G�STERE-� - SALEM, NH 03079 550 COCHRUATE ROAD BIO. M1E RcvrsroRs n cior S$J �G enaau oaal8m RuireBR AfV ., BUILNGANOR1Hlsu8 2101 MP78I 55ISSS1 ESSEX COUNTY �NN� N.axDovEe.nuoleu far:ro78l a1essss FRAMINGHAM, MA 01701 As sRppN Dcslcum er. AT pRnwN W. sc 3157.01 A-2 1 • FROM ANTENNA ANTENNA PROPOSED SUPPORT PIPE ANTENNA TMA, RRU & SURGE ARRESTOR uu DDe "�"-� ur Amx�vn .rz w�rsiDsm�D WEATHERPROOFING „a„„ • _ :•.•° M KIT (TYP.) COAX GROUND a. "� JUMPER REQUIRED ONLY IIrKITS WHEN 1-1/4'0 AND LARGER STANDARD UPPER CIGBE � . m.. (NP.) GROUND KIT (TYP-) I' _ EXISTING #2G HOMERUN II CONNECTOR ANTENNA O CABLECABLE TRAY (TIP.) LOWER CIGBE / JUNCTION BBOX I - Ll e ER WEATHERPROOFING (AS APPLICABLE) (AS APPLICABLE) KN (TYP.) FROM ANTENNA GROUND CABLE TRAY FRAWE- ME SUPPORT & ICE BRIDGE, EXISTING (2) #2 AWG SPLICES COAX GROUND KR JUMPER ALL SBCW TO EXISTING 1 COAX GROUND �— GROUND RING KITS COMMSCOPE KIT NO. GS-0414-IT ..� OR EQUAL EXISTING k2G 2 AWG BCW2 AWG BCW, BONDED (ROOFTOP ONLY) �iGPS ANTENNA NOTE. 0 GROUND WIRE ALONG _ PIPE GROUNDING I T CABLE TRAY TO CIGBE/MIGB ND KITS CABLEGROU / 1. DO NOT INSTALL CABGROUND KIT AT A BEND AND ALWAYS GROUND ICE S ' I 1/2" GPS COAX DIRECT GROUND WIRE DOWN TO CIGBE. BRIDGE POSTS ° _ - - - - IGBE GROUNDING KR 1 GROUND WIRE TO GROUND /—#2 BAR CONNECTION DETAIL DISCONNECT n—& HALO ROR NMIGBED TO EXIST NGN.T.S. EXISTING GROUND OR RAK, CABINETGRINGRO OR UTILffY OR RACK, RBS 6601. RESSGROUND SURGE SUPPRESSOR 1�#2 AWG SOLID TINNED COPPER (TYP) TO EXISTING STAINLESS SERVICE GROUND GROUNDING RISER DIAGRAM STEEL HARDWARE N.TS, GROUNDING CABLE j--TWO HOE COPPER COMPRESSION TERMINAL GROUND BAR EACH RO NDOND TOR TERMINATINGON ANY GROUND BAR SHALL HAVE �BTIO AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS WIRELESS SOLUTIONS INC. ORIGIN AND DESTINATION. LOCK WASHER, FLAT WASHER, TYP. SECTION "P" — SURGE PRODUCERS TMp' 3/8"xt-1/4' HEX NO. REQ. PART NO. DESCRIPTION 2 NUT, TYP. BOLT O1 1 HLGB-0420-IS SOLID GND. BAR (20'x4°x1/4') m 3 GENERATOR OR FRAMEWORKLE ENTRY PORTS (IFHAVAILAB E)((#2) Q2 2 WALL MTC. BRKT. TELCO GROUND BAR COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) GROUND BAR 0 2 INSULATORS 0 , A N p0O +24V POWER SUPPLY RETURN BAR (#2) EXPOSED BARE COPPER TO BE 4 q 5/8'-71x7' H.H.C.S A e 'p D 0 0 0 0 0 4 -48V POWER SUPPLY RETURN BAR (�2) GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO O a o 0 0 0 0 p 0 a o N D RECTIFIER FRAMES. SECTION A-A" INSULATION ALLOWED WITHIN THE O5 4 5/8 LOCKWASHERO O 0 p e o N o COMPRESSION TERMINAL (TYPICAL) o A SECTION "A" - SURGE ABSORBERS NOTE: 1. 'DOUBLING UP' OR 'STACKING ' OF CONNECTION IS NOT PERMITTED. INTERIOR GROUND RING (#2) 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (p2) 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB. METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) BUILDING STEEL (IF AVAILABLE) (d2) TYPICAL GROUND BAR (2� CONNECTION DETAILs GROUND BAR - DETAIL of N.T.S. - N.i.s. F,P��N ^',45SgC o=� DEREK J. yGs r�ornc (" © SITE NUMBER: MA3157 o CIVI 11 AT&T Hudson SITE NAME:SALEM-39 NORMAN ST at&t oasi�n GFDupuc®� 1 1D os 15 ISSM FDR CDNSIRUCfION sD Ar a LIMB NG DIAGRAM & DETAILS 27 NORTHWESTERN DR. 39 NORMAN STREET A ON R2 15 I¢Dm FOR PE41EW SD AT 'T'or «/STERE-� v 1d40O500° mm SALEM, NH 03079 SALEM, MA 01970 550 COCHRUATE ROAD No. ixE RD.uloms w cNX FSS/ F_l`�'\ N1B°' rnunNo Nuxmx m- 8w9 XNO"'SIIIIEiIoI H�(Fm)M7s ESSEX COUNTY FRAMINGHAM, MA 01701 sIroNN oTscwv W. AT DRAWN m: sc ONAL 3157.01 G-1 1 N.nuooV wolw Fn x:0781>3M1�`d