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HomeMy WebLinkAbout43637-Z �� SUFfQ(,fc` Town of Southold 9/27/2020 o P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41479 Date: 9/27/2020 1 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 9245 Route 25, East Marion SCTM#: 473889 Sec/Block/Lot: 31.-3-11.31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/20/2019 pursuant to which Building Permit No. 43637 dated 4/11/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: equipment upgrade and co-location antennas for AT&T as applied for. The certificate is issued to East Marion Fire District of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43637 9/22/2020 PLUMBERS CERTIFICATION DATED Autho ' Signature ' TOWN OF SOUTHOLD oy°gUFEat,r�o BUILDING DEPARTMENT TOWN'CLERK'S OFFICE oy. • o� SOUTHOLD-, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43637 Date: 4/11/2019 Permission is hereby granted to: East Marion Fire District PO BOX 131 East Marion, NY 11939 To: upgrade equipment and install a co-location New Cingular Wireless (AT&T) as per planning approval. At premises located at: 9245 Route 25, East Marion SCTM # 473889 Sec/Block/Lot# 31.-3-11.31 Pursuant to application dated 4/10/2019 and approved by the Building Inspector. To expire on 10/10/2020. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -COMMERCIAL $50.00 76fa : $550.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation fiom Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$,50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) /� A Location of Property: ( I *41 d f6/1!9 House No. Street Hamlet Owner or Owners of Property: ep m Alw' d ralr _P/S?/C ( Suffolk County Tax Map No 1000, Section 3 1 Block 3 Lot (` Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ py Applicant Signature pE SO�jy®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q sean.deviin(&-town.southold.ny.us Southold,NY 11971-0959 mac` A-U0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To East Marion Fire District Address- 9245 Route 25 City.East Marion st: NY zip: 11939 Building Permit# 43637 Section 31 Block 3 Lot. 11.31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA: Trius Electric License No: 60636 SITE DETAILS Office Use Only Residential Indoor Basement Service Commerical X Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Replaced 6- Remote Radio Heads and 3-Antennas, Installed New Emerson- Power Plant Notes- AT&T Cell Tower Inspector Signature: a Date: September 22, 2020 S Devlin-Cert Electrical Compliance Form As of SOUTyO ( jlllYYY # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O REMARKS: a��G��+►v2 DATE 01iP612Xo- INSPECTOR J Ll 436>47 �j / pESOI/lyo� L/43b / 01�� <4- # # TO`W/N OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION " [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O REMARKS: DATE INSPECTOR Z S PECT O Uf SOUlyolo L4'27b -3 / qV-1%--5- T4- 2_9�_ # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION' _ [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 4 -�- REMARKS: DATE INSPECTOR OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®� ®� P.O.Box 1179 54375 State Route 25 ®�`> ��®� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) `� sf;,✓„ x_ ® Southold,NY Telephone: 631 765-1933 _ = www.southoldtownny.gov Quo, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To:'t Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director . Date: February 28, 2020 Re: Planning Department Report New Cingular Wireless (AT&T) Modifications and Up-grades SCTM#1000-31.-3-1!Ai N ' ' ` ' ' " ' 9245 Route 25, East Marion The Planning Board has found that the requirements of the above-referenced Verizon modifications and up-grades have been completed based on the site inspection made February 13, 2020. The improvements are in compliance with the General Requirements of§280-70 and the Planning Department report dated April 10, 2019; therefore, we recommend a Certificate'of Occupancy be issued for this application. Thank you for your cooperation. FEB 2 8 2020 y OFFICE LOCATION: _ MAILING ADDRESS: Town Hall Annex : )' P.O.Box 1179 Southold,NY 11971 54375 State Route 25 (cor.Main Rd. &Youngs Ave.) •+'- ' ' ', Telephone:631 765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP; Planning,;Director Date: April 10, 2019 Re:- Planning Department Report New Cingular Wireless (AT&T) at East Marion Fire District SCTM#1000-31.-3-11.31 9245 NYS Route 25, East Marion The Planning Department has conducted a review of the proposed modification _ pursuant to §280-74 B.(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). We have the following recommendations for this application: 1. The proposed modifications and up-grades are in compliance with the General Requirements of§280-70, therefore, we recommend a Building Permit be issued for this application in accordance with the Structural Analysis Report, dated January 2, 2019;with:tfle-folldMng condition: a. No new equipment shall be added until the structural modifications detailed in Appendix D of the provided GPD Structural Report are completed. 2. The Building Permit must state the following: a. All of the Applicant's feed lines/cables shall be installed inside the monopole structure; b. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; c. The facility shall remain secured and protected from unauthorized personnel. Thank you for your cooperation. TOn of' otAftl C O N S U L T A N T S l N C . Telecommunications Site Review 7050 W.Palmetto Park Road#15-652 Upgrade Application Boca Raton,FL 33433-3483 Tel:877.438.2851 Fax:877.220.4593 March 28,2019 Mr.Brian Cummings Planner Town Hall Annex Building 53095 Route 25 Southold,New York 11971 RE: Town of Southold/SCTM#1000-31-3-11.31 New Cingular d/b/a AT&T Mobility/East Marion Dear Mr. Cummings, At your request,on behalf of the Town of Southold("Town"),CityScape Consultants,Inc. ("CityScape")in its capacity as telecommunications consultant for the County,has considered the ; merits of the above referenced application submitted by New Cingular d/b/a AT&T Mobility ("Applicant") to add equipment to an existing one hundred ten (I 10) foot concealed (slick stick) tower, owned by Crown Castle. The tower is located at 9245 Main Road, East Marion, see Figure 1. 5upport.9tructftfe&Equipment The Applicant currently has three (3) antennas and six (6) diplexers at the one hundred seven (107)foot level on the tower. These antennas are mounted behind a concealed canister. It is proposed to replace these antennas and the canister,see Appendix, Exhibits A &B. The ground compound will see two large cabinets removed and a third replaced. In addition,radio modules along the north side will also be replaced/added. Town of Southold/SCTM#1000-31-3-11.31 New Cingular d/b/a/AT&T Mobility/East Marion _CRYS- cape Paget c0 NSU 1, TANTS INC. Structural Analysis The Applicant submitted a structural analysis ("SX'), prepared by GPD Engineering, January 2,2019 and based on ANSVEIA/TIA-222-F standards. The report summary indicates that with the upgrades and proposed tower reinforcement,the tower will have a stress rating of 43.7% while the base(foundation)rating will have a stress rating of 59.5%. E Under the Middle-Class Tax Relief and Job Creation Act of 2012("The Act")any personal wireless facility collocation, modification or upgrade may qualify for streamlined processing. Furthermore,under Section 6409(a)it can qualify for administrative approval if the request meets six criteria,most notably(1) it does not increase the structure height by 10%or 20 feet,whichever is greater, (2) it does not increase the structure width by 20 feet and (3) it does not require any excavation outside the existing ground compound. Section 6409(a) further states that if an ; application meets the criteria,the application should be approved and not denied. CityScape has determined this application complies with the Act and should be approved with the following condition: No new equipment shall be added until the structural modifications detailed in Appendix D of the provided GPD Structural Report are completed. I certify that all of the information included herein is accurate at the time of this report. CityScape is only employed by local governments and has unbiased opinions. All recommendations are based on technical merits without prejudice, according to prevailing laws and codes. Respectfully submitted, f� Jonathan N.Edwards,P.E. CityScape Consultants, Inc. Town of Southold/SCTM#1000-31-3-11.31It-O' cape New Cingular d/b/a/AT&T Mobility/East Marion Page 3 C O N S U L T A N T S I N C. DeLotme Street Atlas U SA®2009 , IN ij, S R .Y u.ir^C1i ",A"7 VN IV :,r�l i 3..�, 194.'•41, ..ffS ' Data use subject to license, �1� e ft O Det-orme Del-omre Street Atlas USAO 2009 11 0 000 1200 1900 2400 3000 NhYW delonm,com MN(14 R°W) Data Zoom 13.3 .Figure 1 —Site Location Town of Southold/SCTM#1000-31-3-11.31 New Cingular d/b/a/AT&T Mobility/East Marion Page C ON S U LT ANTS . IN C. A r Town of Southold/SCTM#1000-31-3-11.31 New Cingular d/b/a/AT&T Mobility/East Marion Pages CON SU LTA N T S , t NC- T/t?>45T FAE 8EP14tt t T/EmT egoi a m- AltiDAM 1 113'-0'*AAL T/EXtfi tA11ROLE 'k.FJ(LSr +k' `�ROP,05[D 110'-0't AOL ATdt'1 AtMXNA' ta,k 107'-0'3 AOL 1 F+,i i' •_ -,;.---NLW 3E4 O.D. 0XImm (PROM OW-O'AOL TO t•1'G 109--O'AOL)r �i, 1,'t ,I'ti•1� -�"NEW,3i'O.0. Womm 1 1 1 4 W-W AOL 10 7 y F. _ t ' t a 1 i 1 t. 1 ' 1 1 j U1T0 TART ANTMNAIS t . C /-EON rIRE DW�ARiMEM t - i 1 1 1 1 t ` It t _EM OPS 1 1 b mm ai r xw umiinm two Dort a*1 t {M T ACM •� t Exhibit A - Existing Support Structure With Proposed Antenna Configuration Tectonic'l PRACTICAL SOLUTIONS.EXCEPT ZONAL SERVICE. Town of Southold Building Department 54375 Route 25 Southold, NY 11971 August 19, 2020 RE: BP#43637 AT&T SITE ID: NYCENY1017 FA#: 10107550 9245 MAIN ROAD EAST MARION, NY 11939 SIGNOFF LETTER (3C, 4C &5C SCOPE) To Whom It May Concern, Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C. has reviewed the construction documents provided for the recent AT&T wireless communication equipment installation at the above referenced site. Upon our review, it was found that the AT&T wireless installation was constructed in accordance with the Construction Drawings dated February 19, 2019 prepared by Tectonic and the Building Code of New York State. Should you have any questions, please do not hesitate to contact us at 845-567-6656. Sincerely, Tectonic Engine Ia Geologists & Land Surveyors, D.P.C. , r Craig Buechel h097219 Senior Enginee ��V►caa� 811914-0 RDDR[EQc3 AUG 2 5 2020 Project Contact Info OBU 'D_ �D�IE�SPT.4 1279 Route 300 1 Newburgh,NY 12550 845.567.6656 Tel 1 845 567 8703 Fax tectonicengi neeri ng.com Equal Opportunity Employer FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) , H -----------...........-.............. 'FOUNDATION (2ND) O ROUGH FRAMING& PLUMBING H Ns INSULATION PER N. Y. y` STATE ENERGY CODE 7 a4 r �.�•s so D C. �. FINAL - ADDMONAL COMMENTS lolminc A42 o t - L z rn ZyX uAA Z C ,H r- TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 / Survey Southoldtownny.gov PERMIT NO. Check Septic Form r, N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined '20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: SNarf a J#6YZC Approved ,20 ` Mail to: W 2d2,&Jf0 SAfe- Disapproved a/ J �� r� (lam / f �d��q��Q Oj-9 Phone: 0— �_ Expiration ,20 .1 O � Building Inspector---_____ APDATION FOR BUILDING PERMIT FEB 202019 Date , 20 INSTRUCTIONS a. This app icca ion®F SOITIt`-u� p y y typewriter g p MCJST be com letel filled in b ewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized s ctors on premises at ir1iyQding for necessary inspections. AIF 0 �A VtA 4 019&e.0 11-26S, U C (h APR 1 0 2019 (Signature of applicant or name,if a corporation) �9f4F"IU �9i & tz13o2 MAIM PE Q UA lv1759 IT (Mai ing address of applicant) r *D State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder APig0(A&lt .�S b6 S)& --s � Name of owner of premises L4JT- 940 0) �Gd2F _dS XV-11— (As on the tax roll or latest deed) If applic t i a co oration, signature dul horiz officer e 2 (Nam nd title of corporate officer Builders License No. Plumbers License No. /V Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ���r 9AJ� ,04,p �i 2r d House Number Street Hamlet County Tax Map No. 1000 Section -31 Block Lot 11-31 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occu ancy of roposed construction: } a. Existing use and occupancy PtDn6,p066� (!�%LrJil l�� q 12, 1 ad Mej IJ b. Intended use and occupancy ble 6l 1 "W f�� �V1 al-, rW,Ll 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 9 3, 6—" Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units � Number of dwelling units on each floor If garage, number of cars Y4�� 06056t pubs urth(q 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ��W�h 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories !t6inba to ` phw Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories AIb GWAi 4F 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front ?+ A<AO Rear Depth Q 1�U�49�/��S �3 �� b�7�� ar'ic 10. Date of Purchase « d Name of Former Owner �i a F WA 62T e- 11. Zone or use district in which premises are situated 913 -4- 9 W 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES, NO Will excess fill be removed from premises? YES NO "`�IM,s."®"did°F IMA li'Address cls/'� f11 b go. -q No. 6�I-�'7�� -- 14.Names of Owner o premises _ Name of Architect 1�CZ10JtL 6ll� Address/-`7g 7' V Phone No Mme'"�0' 66 b Name of ContractorI46A A) C• Address hV. � ° Phone No. g73-377- ?l" 0f6PTjjVA4e1av7 o7 -7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY 13 ,,REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW )cuI SS: COUNTY OF Sm . v Craft C[04 being duly sworn, deposes and says that(s)he is the applicant (Na of indivi al signing contract) above named, (S)He is the Area W (1ciCr (ContActor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to pgr qpp Ir have performed the said work and to make and file this application; that all statements contained in this application a �\`t`ri gtg�tl},�'{5ot of his knowledge and belief, and that the work will be performed in the manner set forth in the applic i ` 1 ,1411 Q:U ZARY Sworn to before me this = r`°�®® day of� _20 02 Puavo '> �' 20 2°•'��.� ,n Ai ft4+A / TgA. OF NES��`\\� Notary Public �,,,r11 1,,, SignatureofA scant ® BUILDING DEPARTMENT- Electrical Inspector 1 4 :Y�'-,Rz �� [Dj TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ( -� Telephone 6 p 31) 765-1802 - FAX (631) 765-9502 @' �_.":, .,',:SOLD rogerr@southoldtownnv.gov - seand('>southoldtownnygov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: 2,3 7-0 Company Name: Name: I k O License No.: 06,E email: rl 14<-O� e� jf-AL- Address: A`p o— Phone No.: yl @o ® 2-z,%- JOB -z JOB SITE INFORMATION (All Information Required) .d D/ 0 7CS'b Name: � f�� �� 6FIV 01 -7 Address: Cross Street: I Phone No.: Bldg.Permit#: email: 4 Tax Map District: 1000 Section: Block: Lot: //,-\I BRIEF DESCRIPTION OF WORK (Please Print Clearly) `� 0 -- T� C r vt Circle All That Apply: Is job ready for inspection?: OESNO Rough In Final Do you need a Temp Certificate?: YES /n Issued On Temp Information. (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION J b �r � Request for Inspection Form.xls 7 ^„_ OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *rjf SO P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) X-L Southold,NY Telephone: 631765-1938 wvvw.southoldtownny.gov ell- COU PLANNING BOARD OFFICE TOWN OF SOUTHOLD APR 1 0 2019 MEMORANDUM 777 7,7", To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: April 10, 2019 Re: Planning Department Report New Cingular Wireless (AT&T) at East Marion Fire District SCTM#1 000-3l.-3-11.31 9245 NYS Route 25, East Marion The Planning Department has conducted a review of the proposed modification pursuant to §280-74 B.(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). We have the following recommendations for this application: 1. The proposed modifications and up-grades are in compliance with the General Requirements of§280-70, therefore, we recommend a Building Permit be issued for this application in accordance with the Structural Analysis Report, dated January 2, 2019; with the following condition: a. No new equipment shall be added until the structural modifications detailed in Appendix D of the provided GPD Structural Report are completed. 2. The Building Permit must state the following: a. All of the Applicant's feed lines/cables shall be installed inside the monopole structure; b. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; c. The facility shall remain secured and protected from unauthorized personnel. Thank you for your cooperation. Town of Southold cityscape Telecommunications Site Review CON S LJ I, "r A \ 1' S , I \ C . 7050 W Palmetto Park Road#15-652 Upgrade Application Boca Raton,FL 33433-3483 Tel.877.438 2851 Fax.877 220.4593 March 28, 2019 ������ t(I-XI Mr. Brian Cummings E I V E D Planner Town Hall Annex Building MAR 2 9 2019 53095 Route 25 Southold,New York 11971 Sout of Town Planning Board RE: Town of Southold/SCTM#1000-31-3-11.31 New Cingular d/b/a AT&T Mobility/East Marion Dear Mr. Cummings, At your request, on behalf of the Town of Southold ("Town"),CityScape Consultants, Inc. ("CityScape") in its capacity as telecommunications consultant for the County,has considered the merits of the above referenced application submitted by New Cingular d/b/a AT&T Mobility ("Applicant") to add equipment to an existing one hundred ten (I 10) foot concealed (slick stick) tower, owned by Crown Castle. The tower is located at 9245 Main Road, East Marion, see Figure 1. Support Structure&Equipment The Applicant currently has three (3) antennas and six (6) diplexers at the one hundred seven (107) foot level on the tower. These antennas are mounted behind a concealed canister. It is proposed to replace these antennas and the canister,see Appendix, Exhibits A &B. The ground compound will see two large cabinets removed and a third replaced. In addition, radio modules along the north side will also be replaced/added. Town of Southold/SCTM#1000-31-3-11.31 New Cingular d/b/a/AT&T Mobility/East Marion CRYSCOape Page C0Nsur. TANTS . I NC Structural Anal The Applicant submitted a structural analysis ("SA"), prepared by GPD Engineering, January 2,2019 and based on ANSI/EIA/TIA-222-F standards. The report summary indicates that with the upgrades and proposed tower reinforcement, the tower will have a stress rating of 43.7% while the base(foundation)rating will have a stress rating of 59.5%. Under the Middle-Class Tax Relief and Job Creation Act of 2012("The Act")any personal wireless facility collocation, modification or upgrade may qualify for streamlined processing. Furthermore, under Section 6409(a) it can qualify for administrative approval if the request meets six criteria,most notably(1) it does not increase the structure height by 10%or 20 feet,whichever is greater, (2) it does not increase the structure width by 20 feet and (3) it does not require any excavation outside the existing ground compound. Section 6409(a) further states that if an application meets the criteria, the application should be approved and not denied. CityScape has determined this application complies with the Act and should be approved with the following condition: No new equipment shall be added until the structural modifications detailed in Appendix D of the provided GPD Structural Report are completed. I certify that all of the information included herein is accurate at the time of this report. CityScape is only employed by local governments and has unbiased opinions. All recommendations are based on technical merits without prejudice, according to prevailing laws and codes. Respectfully submitted, Jonathan N.Edwards, P.E. CityScape Consultants, Inc. J Town of Southold/SCTM#1000-31-3-11.31 New Cingular d/b/a/AT&T Mobility/East Marion CRTSCape Page 3 C 0 \ S LI 1< T A ;e °1 S 1 1 L ® ®• DeLorme Street Atlas USAO 2009 ` q?U,,,,, w _ T 1 p All JAG 7 :c eel A,it ' p y avp ;)F 90 OP °ell `ym 0 s� s Data use subject to license It J DeLorme DeLorme SlreetAtlas USAG 2008 0 600 1200 1800 2400 3000 %,A,.+delorme com IAN!13 8°WI, Data Zoom 133 Figure 1 — Site Location f Town of Southold/SCTM#1000-31-3-11.31 "' New Cingular d/b/a/AT&T Mobility/East Marion cape Page c o IN S U LTA IN T s , i N c Appendix Town of Southold/SCTM#1000-31-3-11.31 New Cingular d/b/a/AT&T Mobility/East Marion Page co NSu1. TAN 'rS R N C e ANR'c7 m 11S'-0'& AOL � ACL 1A :ST UN}PrAc FXRST & Ph'OPOSE0 AOL 4 x AT-7 ANTE)1htrS r•e R' 107-0"-' ACL NEW W 0A WASTER(rROM 09'-0' AOL TO s 199'w0"MA) R Mam AM TO 1;R b 18R F T 4-mom Y3Y VILYll, lryp� ria . R T g i� L3=70 AT&T R AHTENMS R R t DOST FIRE OENARIME}1T Ah°T3:11,W (TYP) j 6 0*7 E I � R R R }�7 4 t CPS :5f ChEI frsW P Exhibit A - Existing Support Structure With Proposed Antenna Configuration Town of Southold Ckyscape C O N S U LTA N T S I N C . Telecommunications Site Review 7050 W.Palmetto Park Road#15-652 Upgrade Application Boca Raton,FL 33433-3483 Tel:877.438.2851 Fax:877.220.4593 March 28,2019 Mr. Brian Cummings Planner Town Hall Annex Building 53095 Route 25 Southold,New York 11971 RE: Town of Southold/SCTM#1000-31-3-11.31 New Cingular d/b/a AT&T Mobility/East Marion Dear Mr. Cummings, At your request, on behalf of the Town of Southold("Town"), CityScape Consultants,Inc. ("CityScape") in its capacity as telecommunications consultant for the County,has considered the merits of the above referenced application submitted by New Cingular d/b/a AT&T Mobility ("Applicant") to add equipment to an existing one hundred ten (I 10) foot concealed (slick stick) tower, owned by Crown Castle. The tower is located at 9245 Main Road, East Marion, see Figure 1. Support Structure&Equipment The Applicant currently has three (3) antennas and six (6) diplexers at the one hundred seven (107) foot level on the tower. These antennas are mounted behind a concealed canister. It is proposed to replace these antennas and the canister,see Appendix, Exhibits A &B. The ground compound will see two large cabinets removed and a third replaced. In addition, radio modules'along the north side will also be replaced/added. Town of Southold/SCTM#1000-31-3-11.31 CkyScape New Cingular d/b/a/AT&T Mobility/East Marion Page C ON S U L T A N T S , I N C . Structural Analysis The Applicant submitted a structural analysis ("SX'), prepared by GPD Engineering, January 2,2019 and based on ANSI/EIA/TIA-222-F standards. The report summary indicates that with the upgrades and proposed tower reinforcement,the tower will have a stress rating of 43.7% while the base(foundation)rating will have a stress rating of 59.5%. Under the Middle-Class Tax Relief and Job Creation Act of 2012("The Act")any personal wireless facility collocation, modification or upgrade may qualify for streamlined processing. Furthermore,under Section 6409(a) it can qualify for administrative approval if the request meets six criteria,most notably(1)it does not increase the structure height by 10%or 20 feet,whichever is greater, (2) it does not increase the structure width by 20 feet and (3) it does not require any excavation outside the existing ground compound. Section 6409(a) further states, that if an application meets the criteria,the application should be approved and not denied. CityScape has determined this application complies with the Act and should be approved with the following condition: No new equipment shall be added until the structural modifications detailed in Appendix D of the provided GPD Structural Report are completed. I certify that all of the information included herein is accurate at the time of this report. CityScape is only employed by local governments and has unbiased opinions. All recommendations are based on technical merits without prejudice, according to prevailing laws and codes. Respectfully submitted, 64,, Jonathan N. Edwards,P.E. CityScape Consultants, Inc. Town of Southold/SCTM#1000-31-3-11.31 New Cingular d/b/a/AT&T Mobility/East Marion Ckyscape Page CON S U LTA N T S , I N C . i DeLorme Street Atlas USA®2009 <i Aeuav �'cn R 25 c e4 JA OYP la roll, ra Lowlslantl _ 'o est�rAarlon E,qa Cj, qox - {'W7ZA 25 ��.����� � � 41bV'q se,�.•per�,-y _ , a a r A-It1.Al F yQQ- Data use subject to license ft ®DeLorme DeLorme Street Atlas USA®2009 0 600 1200 1800 2400 300D www delonne corn MN(13.8°W) Data Zoom 133 Figure 1 — Site Location Town of Southold/SCTM#1000-31-3-11.31 Ckyscape New Cingular d/b/a/AT&T Mobility/East Marion Page C O N S U L T A N T S I N C . Appendix Town of Southold/SCTM#1000-31-3-11.31 New Cingular d/b/a/AT&T Mobility/East Marion Ckyscape Page 5 C ON S U L T A N T S , I N C . T/cM= FIRE OEPARNEW T/Dw GNNMTM ANIMIlA 115'-0't AOL 113'-O k ACt. T/DAV UNIPOLCEXIST & PROPOSED II0'-0"* AGL _ AT&T ANTENNA 107'-00* ACL NEW 36' O.D. CANISTER lat (FROM OW-04 AOL TO y� 100'-0" IM) 0 �1 • (YD 1 1 I NEW W O.U. fiA[=O t 1 I (FROM Tib'-0' ACL TO 1' 33''W 1+e1 ITI III I 1 X E)=14CUbiA anims) DW) lyl til I D e t F F ' 1 1 t i F 1 1 UNE5 TO 0 AT&Tc� AMID MAS t I EX15r FIRE DEPMIM011 � ANTENNAS (T'XP) 1 E I t 1 1 J 1 1 1 r E= Gn E458 CJIElF BFULUE1 i 1 iI & FX$-' A-40 EWOMMI E"l4`. (SEE S11M Atli) 1 D d G r----------------------- E'J�TST t�tf Exhibit A - Existing Support Structure With Proposed Antenna Configuration TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK ------------------------------------------------------------------------------- -X In the Matter of the Application of New Cingular Wireless PCS, LLC AUTHORIZATION OF OWNER At the premises: : East Marion Fire District 9245 Main Road East Marion,NY : Section 31, Block 3, Lot 11.31 ---------------------------------------------------------------------------------X STATE OF NEW YORK ) SS.. COUNTY OF SUFFOLK ) Cy r-\ d !7) , being duly sworn, deposes and says: I am the Commissioner of the East Marion Fire District,owner in fee of the premises known as Section 31,Block 3,Lot 11.31 (the"Premises"hereafter),and do hereby authorize New Cingular Wireless, PCS, LLC ('AT&T' hereafter), and its representatives to bring such applications for municipal approvals as may be necessary for constructing or installing on the Premises such antennas,support structures,and related equipment as AT&T may require for the establishment of its public utility wireless telecommunication facility. As such,I will fully cooperate with AT&T and'its agents in obtaining any required Approvals. East Marion Fire District By: Sworn to before me this d day of �481a , 201 g MARTIN FLATLEY Notary Public,State of New York RY P LIC No.OIFL4894602 Qualified in Suffolk County Commission Expires May 11,2019 Shore 2 Shore Wireless, Inc 5550 Merrick Road, Suite 302 Massapequa, NY 11758 516-557-2398 Office r F February 20, 2019 sP BY HAND Town of Southold Town Hall Southold, NY 11971 RE: New Cingular Wireless PCS, LLC (AT&T) — Building Permit Application AT&T site NYC ENY1017 Premises: 9245 Main Road East Marion, NY Section 15, Block 3, Lot 11.31 To whom it may concern: Our office represents New Cingular Wireless PCS, LLC (AT&T) with respect to its Application to modify its existing public utility wireless telecommunication facility at the subject premises. The proposed modification is part of AT&T's "LTE Upgrade" project which will allow AT&T to provide better service to the Town of Southold. As shown in the plans submitted to the Town, the upgrade requires only minor modifications to the existing facility. With respect to the Building Permit Application, the following are enclosed in this submittal package; 1) Building Permit Application 2) Owners Authorization form 3) Four (4) set of signed and sealed construction drawings, prepared by Tectonic Engineering and dated February 19, 2019, including site plans and elevations 4) One (1) Structural Analysis performed by GPD Engineering and dated January 11, 2019 5) A check for $8,500 (#2801) as a consultant review Escrow fee. 6) Certificates of Insurance from the contractor Iron Bo 7) An application for Certificate of Occupancy form Thank you for your time on this matter, let me know how to proceed. /9� Patrick O'Rourke Site Acquisition Manager on Behalf of AT&T 516-263-8817 connoror@optonline.net NEW Workers' sTaTE CERTIFICATE OF Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a Legal Name&Address of Insured(use street address 1b. Business Telephone Number of Insured only) (201) 857-0178 Ironbo, Inc. 1c. NYS Unemployment Insurance Employer Registration 197 Firenze Street Number of Insured Northvale, NJ 07647 Work Location of Insured (Only required if coverage is specifically 1d Federal Employer Identification Number of Insured or Social limited to certain locations in New York State,i.e.,a Wrap-Up Policy) Security Number 45-0496843 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) New Jersey Manufacturers Insurance Company Town of Southold 3b Policy Number of entity listed in box"1a" 54375 Route 25 W398438 PO Box 1179 3c. Policy effective period Southold, NY 11971 04/01/18 to 04/01/19 3d The Proprietor, Partners or Executive Officers are ❑X included. (Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box 1 a" for workers' compensation under the New York State Workers' Compensation Law (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? ❑YES ❑X NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers' Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: William Lawley Jr. (Print name of authorized representative or licensed agent of insurance carrier) Approved by: �-�-�5� � 09/05/18 (Signature) (Date) Title: Managing Partner Telephone Number of authorized representative or licensed agent of insurance carrier: (716) 849-8618 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-15) www.wcb.ny.gov W31F3J15 Workers' CERTIFICATE OF INSURANCE COVERAGE STATE C4Ti1plansat11nf1 0 a DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b Business Telephone Number of Insured Ironbo,Inc. 197 Firenze Street Northvale,NJ 07647-2041 (201)857-0178 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i e,Wrap-Up Policy) or Social Security Number 5-0496843 2.Name and Address of Entity Requesting Proof of Coverage 3a Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Co of NY Town of Southold 3b Policy Number of Entity Listed in Box"l a" 54375 Route 25 PO Box 1179 R74135-000 Southold,NY 11971 3c.Policy effective period 4/1/2018 to 4/1/2019 4. Policy provides the following benefits QX A Both disability and paid family leave benefits. F] B.Disability benefits only. C.Paid-family leave benefits only. 5 Policy covers: QX A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law R B.Only the following class or classes of employer's employees Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above Date Signed 09/06/2018 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (716)849-8618 Name and Title William Lawley,Jr.,Principal IMPORTANT- If Boxes 4A and 5A are checked, and this form is signed by the Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carvers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 1�1 11 IIIIIIIIIIIIIIIaiIIIiIIIII(IiIloililillil)llllllll IRONINC-01 SRIPOLL ACORO® CERTIFICATE OF LIABILITY INSURANCE D 01 251201 YY) 01/25/2019 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 License#1035917 CONTACT -NAME' Lawley Sachs,LLC PHONE 256 Columbia Turnpike (A/C,No,Ext):1 (973)377-9100 (n/c,No):1 (866)211-4683 Suite 201 E-MADDRESS. Florham Park,NJ 07932 INSURERS AFFORDING COVERAGE NAIC# INSURER A.Selective Fire and Casualty Co 14376 INSURED INSURER 13.NeW Jersey Manufacturers Ins 12122 Ironbo Inc INSURER Philadelphia Indemnity Ins Co 18058 197 Firenze Street INSURER D Northvale,NJ 07647-2041 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 LTRD IDD DD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE F_X]OCCUR S2093739 04/01/2018 04/01/2019 DAMAGE TO RENTED 500,000 PREMISES Ea occu ence $ MED EXP(Any oneperson) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATELIMIT APPLIES PER GENERAL AGGREGATE $ 3,000,000 POLICY[:X]JECT PRO- —] LOC PRODUCTS-COMP/OPAGG $ 3,000,000 OTHER $ A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea.cadent $ X ANY AUTO S2093739 04/01/2018 04/01/2019 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ AUTOS ONLY AUTOS ONLD PPeoaCC"gDAMAGE $ A X UMBRELLA LIABX OCCUR EACH OCCURRENCE $ 10,000,000 EXCESS LIAB CLAIMS-MADE 52093739 04/01/2018 04/01/2019 AGGREGATE $ 10,000,000 DED X RETENTION$ 0 $ B WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY STATUTE ERH YIN W398438 04/01/2018 04/01/2019 1,000,000 OFFICER/MEMBER/EXCLUDE[ECUTIVE N/A E L EACH ACCIDENT $ (Mandatory In NH) E L DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ C Prof.&Poll.Liab PHPK1920699 12/28/2018 04/01/2020 each occurrence 2,000,000 C Prof.&Poll.Liab PHPK1920599 12/28/2018 04/01/2020 general aggregate 2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re: AT&T Site NYCENY1017 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Town Route h ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 4 e+ - A P pR 11ED AS A101°ED DATE. B.P.# m �� NO T I Y BUILDING Dv 765-1802 . 8 AM TO D4 PMR FOR THET 1 FOLLOWING INSPECTIONS: SITE NAME: EAST MARION I. FOR POURED TWO REQUIRED ON FA#: 10107550 2. ROUGH - FRAkIINQCRETE& PLUF%iBiNG ALL NATIONAL SITE I®: NYCENY1017 4. 'vn3. FINAL -r10PJ CONSTRUCTION Musr SCOPE: "LITE 3C-WCS"", "LTE 4C-FIRSTNET" & "'LTE 5C- 850"' BE COMPLETE FOR C.O. CONSTRUCTION SHALL MEET THE CROWN SITE: 857111 REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESP Sia c DRAWING INDEX REV, DIRECTIONS PROJECtID S6RYPlftf9&ON ERRORS. T01 TITLE SHEET 0 DIRECTIONS FROM AT&T MOBILITY HEADQUARTERS IN BEOMINSTER. NJ: MODIFICATION TO EXISTING TELECOMMUNICATION SITE. REPLACE (3) AT&T ANTENNAS IN EXISTING UNIC01 SITE PLAN 0 HEAD SOUTH, SLIGHT RIGHT ONTO AT&T WAY, MERGE ONTO US-202 S/US-206 S. TURN LEFT ONTO FMB AE. REPLACE UI RRH UNITS AND INSTALL (6) NEW ROR UNITS, (1) NEW DC12 AND (1) NEW A01 PARTIAL SITE PLAN 0 SCHLEP MOUNTAIN RD, TAKE THE INTERSTATE 287 N SLIP ROAD, MERGE ONTO 1-287 N, TAKE EXIT 41A FMB AT GROUND EQUIPMENT LEVEL. NO CHANGE IN USE, OR OCCUPANCY. A02 ELEVATION 0 FOR INTERSTATE 80 E/SMITH ROAD TOWARDS U.S. 46/NEW YORK CITY, KEEP LEFT, FOLLOW SIGNS FOR A03 EQUIPMENT LAYOUT PLANS 0 I—BO E/NEW YORK CITY, KEEP LEFT TO CONTINUE TOWARDS 1-80 E. KEEP LEFT AT THE FORK, FOLLOW PROJECT INFORMATION A04 ANTENNA LAYOUT PLANS 0 SIGNS FOR 1-80 E/PATERSON/NEW YORK AND MERGE ONTO 1-80 E. KEEP LEFT AT THE FORK TO A05 EQUIPMENT SPECIFICATIONS&MOUNTING DETAILS 0 CONTINUE ON 1-80 EXPRESS E. CONTINUE ONTO 1-95 EXPRESS N, CONTINUE ONTO 1-95 N, PARTIAL SITE ADDRESS: 9245 MAIN ROAD A06 MOUNTING DETAILS 0 TOLL ROAD, ENTERING NEW YORK. KEEP LEFT TO STAY ON 1-95 N. KEEP RIGHT AT THE FORK TO EAST MARION, NY 11939 A07 PLUMBING DIAGRAM 0 CONTINUE ON CROSS BRONX EXPY, FOLLOW SIGNS FOR INTERSTATE 295 S/THROGS NECK BR, CONTINUE PROPERTY OWNER: EAST MARION FIRE DISTRICT A08 NOTES 0 ONTO 1-295 S, PARTIAL TOLL ROAD, TAKE EXIT 8 FOR CROSS IS PKWY S, MERGE ONTO CROSS ISLAND P.O. BOX 131 PKWY, TAKE EXIT 30E TO MERGE ONTO 1-495 E/LONG ISLAND EXPY TOWARDS EASTERN LONG ISLAND, E01 GROUNDING 0 TAKE EXIT 73 ON THE LEFT TOWARDS GREEN PC RT/ORI ENT/SUFFOLK COUNTY 58, KEEP LEFT AND MERGE EAST MARION, NY 11939 ONTO OLD COUNTRY RD. TURN LEFT ON ROANOKE. AT SECOND TRAFFIC LIGHT TURN RIGHT ONTO APPLICANT: NEW CINGULAR WIRELESS PCS, LLC PROJECT CONTACTS SOUND AVENUE CONTINUE AND MERGE ONTO RT 25 EAST TO ORIENT POINT; SITE IS ON LEFT BEHIND ONE AT&T WAY R ?���'*p�A• EAST MARION EIRE DEPARTMENT. BEDMINSTER, NJ 07921 �'`'/,� T`e fi D Y �E �� NAME COMPANY NUMBER �_ , n ' pg�a 'F 9 A/E MIKE PATEL TECTONIC 845 567 6656 LATITUDE: 41' 07' 40'17" N gTtiLl�kN I �;� RF PHIL LICHTENBERGER AT&T 631 424 3041 LONGITUDE: 72' 20' 29.15016" W U SE PM BENJAMIN MACHTTNGER AT&T 973 615 7123 0 "� ��I ss CON RICH HALL ERICSSON 201 486 3118 PLOT PLAN NTS LAT/LONG TYPE: (NAD 83) � � C � SITE ACQ VICTORIA BRENNAN SHORE 2 SHORE 516 557 2398 ELEVATION: 35'± AMSL ITH JURISDICTION: TOWN OF SOUTHOLD C A'' Cy N PROPERTY TAX ID: 31-3-11.31 SITE ZONING DISTRICT: SPLIT ZOINED HS AND R-40 CURRENT USE: FIRE STATION/TELECOMMUNICATION FACILITY PROPOSED USE: FIRE STATION/TELECOMMUNICATION FACILITY 25 TOWER OWNER: CROWN CASTLE #857111 EAST MARIONCI FIRE DEPT Cc)MPLY WITH ALL CODES OF o NEW YORK STATE &TOWN CODE SP 4 AS REQUIRED AND CONDITIONS ®_ �P r�Al i4LJTil 9 Y/ AIA_N7BA - v+ © SOUTHOLD TOWN PLANNING SOA D i SGWTH H STSES -- UNAUMOLOZEO ALTERATION OR ADDMDNS TO A DOCU6fEM BEAR NO SURVEYOR IS A SELL OF A OMVIOLON OF PROFESSIO M�� - /G-T, �)OR �n / SUBSECIMN 2 OF THE NEW YORK STATE EDUCATION LAW. T` COPIES OF THIS DOCUMENT INTNOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEN.OR ORIGINAL R°v Oats nevm°n yymved f r <` % A ={ TITLE SKEET DRAWING CONTROL STAMP OF THE PRO NAL ENGINEER OR LAND Oemgned O,°ea ch ud y■ tt SURVEYOR SHALL NOT BE CONSIDERED PALO COPIES. 0 02/18/49 ISSUED FOR CONSERUCDON py; yy. JD W CR f 1 ,� EAST MARION THIS AND PR LST DESKm SPECIRECLY FOR THE Ammnx f'1�Q � Purim's Rd< d by Da. Tecton ..�! +Y�l��•' + SITE NO. NYCENY1017 CLIENT AND PROJECT DESttalATED HEREON. WITHOUTtON. Q 4!VA ALTERATION+RENSTON,DUPUrATiON.OR USE wLTNatrr ''�'" FA LOCATION N0. 10107550 THE CONSENT OF TECTONIC IS STRICTLY PROMBITEO. O P;,,,,,,°L PRArnuLsoLLtTLoxs.nxcewrweaun ,��• 9245 MAIN ROAD COPYRIGHT 2010 TECTON10.ALL RRGHTS RESERVED PLANS ARE NOT TO BE SCALED. U Toctonlc Englncartng ae survoytng Cnncuxnn, C.' f.I�Ac�F� (,:`, EAST MARION, NY 11839 ONE AT&T WAY I27e Roum aoo Pncn°, (845)687+¢ � o t 2 z BEDMINSTER, NJ 07921 d ElId Newburgh, NY 12550 (Boo) 829-66 O0a7/19/18 O�°"°` 0°xtng Na Rev J NOTE: NOTE: N LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY SITE PLAN PERFORMED BY INFINITY ENGINEERING AND MAY NOT REFLECT FINAL RF DESIGN. REFER DATED 4/16/07 . TO LATEST RF DATA SHEET FOR FINAL LTE ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC. N/F ANTHONY LEKAKIS USE: RESIDENTIAL VACANT LAND ZONED: R-40 249-I3 m r N/F o erCHERYL L.• 0 USE: RESIDENTIAL 8 1 FAMILY U CK D. RESIDENCE N�,Z�g1 �• e ZONED: R-40 s 0�' EXISTING x j5• CONC.SLAB EXISTING tt tti METROPCS 'tor ev 65 Aa..4 5 01 F TA EXISTING pY O N/F y WHITE SWAN EMLLC T—MOBILE �h°�hhp USE: 1 FAMILY C RESIDENCE -)3 EXISTING AT&T EQUIPMENTS ZONED: R-40 O ON CONCRETE PAD o �O y $m o �k1, N/F c1r, 136' EASTERN BREEZES e; R.E. 'y�g USE: 1 FAMILY EXISTING tF' RESIDENCE IaCISTING BUILDING ��1• Ns ZONED: R-40 MONOPOLE a 1 NIF �ZAO ACCESS THROUGH GEATRAKI 'y KORTOS& GEORGE EXISTING ENTRANCE KIS USE: RURAL RESIDENTIAL Ap AND PARKING AREA ZONED: R-40 2ON�Q O aj Zo Off, tIi ,y0 h pg. Np c�py'� 10� N/F -- -- ------ — ----------------- SYLVIA M...DALEY USE: 1 FAMILY RESIDENCE EXISTING ry ZONED: R-40 �ryy FIREHOUSE ��9• a ��• .00 `- N c% PD �O S 65'40'00" W o• h 19.38' A3• N/F E.M. WAR MEMORIAL ASSOC, USE: RESIDENCE ZONED: HB TrEXISTING UTILITY POLE 1 SITE PLAN UNAUIHORIIID ALTERA7IGN OR ADOISIONS 70 A DOCUMENT W" 7HE SEALLI OF A LICENSEDOR ITIONSPRUFE9DNAl eTtaNFFTt C01 SCALE: 1" — 40' — 0" �: �''✓ V CE l 7' OR LAND SURVEYOR IS A VIOLATION OF SECRON 7209 f� O SUIS=ON 2 OF TNS NLYY YORK STATE EOUOATION IAW. COPIM OF TNS DOCUMENT WRHOUT A FACSWIE OF THE SIGNATURE AND AN ORIGINAL.EMBOSSm SEAL OR ORIGINAL Iter Dote ReWtrn Appfored pRAWiNo CONTROL li Fj,Y T'r SITE PLAN STAMP OF THE PROFESSIONAL ENGINEER OR tAND �t Oelgeed Omrr1 Chocked ` �- "I sURVEYOR suALL NOT DE CONSIDERED VAUD COPIES. D D2/19/19 ISSUED FOR CONLSRIIC ION kr: MP br '� er O9 frl EAST MARION THIS DOCUMENT IS PREPARED SPECEIt:ALLY FOR THE Asom000 CLIENT AND PROJECT DESIGNATED HEREON.MODIFICATION, ��/� Pp­ Rcieoeed y mte Tectom ' 4e SITE NO. NYCENY1017 ALTERATION,REVISION,OUPLI ATION,OR USE WLMOUT ��&„JJJ�« '9 THE CONSENT OF TECTONIC LS 57MCTLY PROHIBITED. Q eemmenl PRACTIGLEOLUTIDNs.Ckt05:llgtgALSOIW '"Our• .? FA LOCATION NO. 10107550 cDPYwcHr 2DT9 rscroNrc ALL RI RESERM. _ (SY245 MAIN ROAD PLANS ARE NOT TO BE SCALED. O Teetonto Engtneermg de Survnytng eansuRan ;Al'� EAST MARION NY I1939 D 1 2 ONE AT&T WAY 1279 Reuter 300 Ph—. (EL45)56A y,� 02'1 PLjq ' BEDMINSTER, NJ 07921 O em Newburgh, NY 12550 (BG0)929— at 1¢�,� po I�lD wm,o"Ler w,eug it. tror ORIGINAL SIZE IN INCHES a F'cwWn,cUuo NP 02/19/19 www.tectonicengineering.com �'• +r S�tQt�`•,r' smr,/ / As NoxzD 9410.NYCENY1017 C01 0 r % NOTE: ANTENNA REQUIREMENTS SCHEDULE N LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY AND MAY NOT REFLECT FINAL RF DESIGN. REFER EXIST FINAL ANTENNA TO LATEST RF DATA SHEET FOR FINAL LTE SECTOR FINAL ANTENNA TYPE TECHNOLOGY TECHNOLOGY AZIMUTH STATUS ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC. Al QUNTEL QS6658-3E UMTS 850/LTE 700/1900/GSM LTE 700/850/1900/WCS FN 30' REPLACE B1 QLiNTEL QS6658-3E UMTS 850ATE 700/1900/GSM LTE 700/850/1900/WCS FN 150' REPLACE Cl QUNTEL QS6658-3E UMTS 85DATE 700/1900/GSM I LTE 700/850/1900/WCS FN 250" REPLACE r o /k NOTE: IF ANTENNA IS RELOCATED, ALL EQUIPMENT TO BE RELOCATED ALONG WITH ITS CORRESPONDING ANTENNA n. - '` r { STRUCTURAL NOTE: REFER TO THE STRUCTURAL ANALYSIS PERFORMED �4 \ BY GDP ENGINEERING AND ARCHITECTURE PROFESSIONAL CORPORATION DATED 01/02/19. EXIST FENCED EQUIPMENT ,c AREA (BY OTHERS) (TYP) ` f X/ i \ REINFORCEMENT NOTE- V____' OTE- 1 REFER TO THE MONOPOLE REINFORCEMENT DRAWINGS PERFORMED BY GDP ENGINEERING AND X/ ARCHITECTURE PROFESSIONAL CORPORATION DATED X/x \ 01/02/19. \ ANTENNA CABLE LENGTH SECTOR A: 90/130± METER BANK SECTOR B: 90/1301 / '-N SECTOR C: 90/130f /x EXIST AT&T EQUIPMENT PAD (SEE SHUT AG3) \ \\ EXIST TRANSFORMER EXIST MUX (BY OTHERS) - - ------------------------------ ------------- —---------- \ EXIST GPS .J EXIST GATE (TYP) \ EXIST MONOPOLE '� \ EXIST FIRE DEPARTMENT \ EQUIPMENT EXIST & FINAL AT&T ANTENNA PLANS (SEE SHEET A04) T /x I X _ 1 PARTIAL SITE PLANER �. � Muglom m ALTERATION OR ADDITIONS TO A DDCIWNT A01 SCALE: 1/4" = 1' - 0" BFARIND THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUSSECRON 2 OF THE NEW YORK STATE EDUCATION LAW- f , COPIES OF THIS ODCUMENL WITHOUT A FACSIMILE OF THE iter Dose Ra lffm APAro°ad DRAtNNO CONi7iOL �` L. SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL • r PARTIAL SITE PLAN STAMP OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPD'S. 0 D2/19/19 ISSUED FOR CONSIRlICTION gnee UP prn JD � m EAST MARION T AND ETIT IS PREPARED ED HEREON. FOR THE at&t Tecton THIS D AND PRo,IS P EPARED ED NENmN.u001FICATION, °°° Pd-.d by Izal. `�u� 'Xi �L! SITE NO. NYC ENY1017 ALTERATION,REVEMN,DUPLICATION,OR USE WITHOUT rM �- 1 FA LOCATION N0. 10107550 THE CONSENT OF TECTONIC 15 STRICTLY PROMBITE9, 0 C—t WUICTICAL SOLUTIONS.dXt:gPT1ONALadgVIC (� COPYRIGHT 201a TECTONIC.ALL RIGHTS RESERVED. qW (1 4 92.455 MAIN ROAD PLANS ARE NOT TO BE SCALED. p AaP�ay Teetcnto Engtneertng to Surveying C -RDnt 0. 07 A0 EAST MARION, NY 11939 ONE AT&T WAY 1279 Rete 300 Phone: (845)ss!-�GaA�,; 2 G D t 2 a BEDMINSiER, NJ 07921 O are New 0) NY 12550 (ILo01 ezD-Bs9 ;��$ �ti1' r oa/fr/3e wow ada Dm 7nq Nm Ra. ORIGINAL SIZE IN INCHES c�aes4ualon NP 02/1e/1s www.tectonicengineering.com `' h51 „, ''- sND� 9410.NYCENY1017 A01 6 STRUCTURAL NOTE: REFER TO THE STRUCTURAL ANALYSIS PERFORMED BY GDP ENGINEERING AND ARCHITECTURE PROFESSIONAL CORPORATION DATED 01/02/19. T/EXIST CANNISTER T/EXIST FIRE DEPARMENT T/EXIST FIRE DEPARMENT T/EXIST CANNISTER ANTENNA 115'-0"t AGL 1 13'-0"* AGL113'-0'"f AOL ANTENNA 115'-0"t AGL � REINFORCEMENT NOTE: T/EXIST UNIPOLE (, EXIST & PROPOSED T/EXIST UNIPOLE REFER TO THE MONOPOLE REINFORCEMENT 110'-0"f AGL - - � EXIST & PROPOSED DRAWINGS PERFORMED BY GDP ENGINEERING AND —�AT&T ANTENNA 110'-0"� AGL AT&T ANTENNA ARCHITECTURE PROFESSIONAL CORPORATION DATED -- 01 02 19. 1D7'-0"� AGL �-- 107'-D"� AGL I I lilt II I all I NEW 36" O.D. CANISTER I�`I't y:r (FROM 99'-0" AGL TO 149'-0" AGL) III - ILII Iii I II TOWER MOD WORK BY OTHERS MUST BE IYI I I I EXIST CANISTER TO BE NEW 34" O.D. CANISTER COMPLETED BEFORE CARRIER WORK CAN BEGIN. III' �(FROM 69'-0" AGL TO CANISTER EXPANSION BEING COMPLETED TO FTT I I RF1ti10VED & REPLACED I '; V 99'-0" AGL) NEW ANTENNAS. III Ijl I I I EXIST ANTENNA I t l EXIST ANTENNA I L (BY OTHERS) (TYP) I (BY OTHERS) (TYP) 1' f Till IYI I" I III III Ij ! III 1 I I 1 l 1 I I I t { I I I I I I I I i I (12) EXISTING COAX I (12) EXISTING COAX LINES TO AT&T I LINES TO AT&T I ANTENNAS I ANTENNAS 1 I I I I EXIST FlRE DEPARTMENT I EXIST FIRE DEPARTMENT ANTENNAS (TVP) I ANTENNAS (TYP) 1 I 1 f I I I 1 I I I I EXIST GPS I I EXIST GPS EXIST CABLE BRIDGE EXIST & FINAL AT&T EQUIPMENT PAD { EXIST & FINAL AT&T EQUIPMENT PAD I (SEE SHEET A03) EXIST CABLE BRIDGE I ` r(SEE SHEET A03) ! - EXIST GRADE - - EXIST GRADE NOTE: NOT ALL EQUIPMENT AND FEATURES SHOWN FOR CLARITY NOTE; NOT ALL EQUIPMENT AND FEATURES SHOWN FOR CLARITY 1 EXISTING ELEVATION 2 FINAL ELEVATION ' - MUDi0PoZE0 ALTERATION OR ADD➢IONS TO A DOCIIMtNT A02 SCALE: 1/8' = 1' — 0" �� `� O HUM C TIE SEN.OF A LICENSED PROFESSIDNAL 9MEER / AO2 SCALE: 1/8" - 1 - 0 (��i' I" r OR tAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW.COPIES COMET OF ANIS DOCUMENT EMBOSSED A FSEAL R OF GINE Rev Date Revt. APF—d DRAWING CDNTRDL I 7-o'( ELEVATION SICNAT m A AN O BE C SIDERED SEAL OR ORIGWAL CB ��� \\\\ m STAMP OF THE PRDFEsswNAL ENOWETR DR LAUDL1J EAST MARION TM DOR MENT` NOG BE CD SPERED VALID COPIES. at\/�t D 02/79/19 IS3UFD FOR CONSTRUCTION yc 9LIP OmenJD I Ch°elvATICS DOCUEtEM IS PREFaRm SPECJFlCALLY FOR i}JE - °j�GIANT AND PROJECT DESnWXED HEREON.MODIFICATION, Pmpm® Rale"md M Dote �� �. �!! SITE N0. NYCENY1017 ALTERATION,REV19oN, DtIPLI:r➢tON,OR use WRNDVT FA LOCATION NO. 10107550 THE CONSENT OF TECTONIC IS STRICTLY PROINIBJTED, - O Canvneµ PRACAICALSOLUTIONS.10C PTIONALMMVI 9245 MAIN ROAD COPGRJCHT MIR TECTONIC,ALL MOMS RESSM. _ PLANS ARE NOT TO BE SCALED. O r a ��f /�� EAST MARION NY 11939 Fw Teotonla Engineering dC Su In Con¢vltonw r� ONE AT&T WAY APPteia1 1279 Route 300 nhana (➢as)s71 2.a-^"5� r ' D 1 z BEDMINSTER, NJ 07921 O gd Newburgh, NY 12550 (BOB)a2T.'C�c�,I�Vvr!f /1V�lE R0 Y�°� Om.tuc N. Rw ORIGINAL SIZE IN INCHES � Gona4ucDan NP gz/Tg/1g www.tectonicenginae1,�-.�v e;,,,,� spm A9 N01E➢ 9410.NYCENY1017 A02 0 i I jv NOTE: NOTES;INSTALL A NEW —48VDCPP EMERSON NETSURE 512 WITH (7) 48VDC RECTIFIER & LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY RECTIFIERS, (0) 48V—TO-24V CONVERTERS AND (3) 48VDC 180AH CONVERTER COUNTS AND MAY NOT REFLECT FINAL RF DESIGN. REFER BATTERY STRINGS. TO LATEST RF DATA SHEET FOR FINAL LTE 2. REMOVE 24—TO-48V CONVERTER UNIT AND TRANSFER ALL LOADS ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC. TO THE NEW 48VDC EMERSON NETSURE 512 POWER PLANT. EXIST 24V RECTIFIERS 5 INSTALL REQUIRED RECTIFIER AC FEEDS AND BREAKERS TO EXISTING REQUIRED 24V RECTIFIERS 4 BREAKER.PANEL; ITS ACCEPTABLE TO REPURPOSE UNUSED 24VDC RECTIFIER CIRCUIT POSITIONS. SIDE (6) NEN! RECTIFIER DROPS EXIST 48V RECTIFIERS 0 NEEDED FOR THE 48VDCPP. REQUIRED 48V RECTIFIERS 7 3. TURN OFF (1) EXISTING 24VDC RECTIFIER FOR A TOTAL OF (4) x ry 24VDC RECTIFIERS (N+1) ON. NOTE: 0. p RECTIFIER/CONVERTER QUANTITIES PROVIDED BY SHORE 2 SHORE NEW TWIN TRIPLEXERS (2 PER SECTOR) SAME BAND COMBINER (SEE DETAIL 1/A06) REPLACE MST 700 RRH WITHNEW B12/Bl4 RRH ON EXIST X�UNISTRUT (SEE DETAIL 1/A06) /x EXIST 700 RRH / �/ \ / / \ X TO BE REPLACED � � x �' \ \ INSTALL NEW B5 RRH ��/ �/ \\\ '` EXIST PURCELL EXIST P ON NEW UNISTRUT \ y,/ X EXIST B25 RRH \ FLX16W FLXI6WS CABINET(BELOW) (SEE DETAIL 1/A06) '� EXIST B25 RRH \ \ TO REMAIN -A �/ X/ TO REMAIN f`• �� \ rINSTALL NEW WCS RRH ON NEW UNISTRUT Z t (ABOVE) (SEE DETAIL 1/AO6) y _ f SI \\ \ r--_x ��� -- j EXIST \ Ir\Y oo°° � ' \ I EXIST \\ I `M1`� \ EXIST BATTERY X I `k � °o°° °o°° , EXIST BATT4ERY \\ CABINET \ 1 TE41 VDC CABINET ; \ f 7E41 VDC ,� I CABINET \ 1I EXIST DC6 & FMB TO ` CABINET \ EXIST DC6 & FMB TO \ REMAIN (MID—LEVEL) REMAIN (MID—LEVEL) INSTALLED p ED ON EXIST UNI5TRUT EXIST NOKIA GSM / \ (BELOW) (SEE DETAIL 1/AO6) At CABINET TO B£ £M£RSON INSTALL N EVI REMOVED (TVP OF 2} 512 POWER PLANT SEE DETAIL 2/AOS) IST EXIST `EXIST MCPA CABINET / \ REXXATTRKAIT \ CABINET OF F BE REMOVED (TVP / CABINET EXIST EXISTUMTS t CAB NI ET \ CABINET \ X Y• 74 T EXIST CABLE BRIDGE ° ° EXIST CABLE BRIDGE 1 EXIST EQUIPMENT LAYOUT PLAN 2 FINAL EQUIPMENT LAYOUT PLAN A03 SCALE: 1/2" = 1' — 0" A03 SCALE: 1/2" = 1' — 0" UNAUTHORIZED ALTERATION OR ADDITIONS TO A DO ENT ORN°V IG SURSEAL OF A VEYOR 5 A NENSED OF SECTION PROFESSIONAL izo9N� SUW9CITO4 2 OF THE NEW YOW STATE EDUCATION UAW. 6i1 COPfES OF TM DOCUMENT YATIMUT A FACSIMILE of THE Roe Dole FW.Too App—.d DRAWING CONTROL EQUIPMENT LAYDTJT PLANS SIGNATURE AND AN ORIGINAL EMSOSSED SEAL OR ORIGINALSTAMP OF THE SURVEYOR MALLI* SE CONSIDNAL ERED VALID COPIES. /// O °2/19/19 ISSUED FOR CON4TRUClION IrINEER OR LAM ynvd MP Dawn JU edCEI • �. °4' <,-yltr EAST MARION THIS T AND TRT IS PREPARED 0 Affil GILLY FOR THE Q Tectom T SITE N0. NNO. ID D7 cUFM AND PROJECT DESIGNATED fIEREO,W MODIFICATION, !\V� Pu.pmv Reteoxd try Data , t LJJ ALTERATION,ROMA IN,DUPLICATION,OR USE VTDIOUT FA LOCATION NO. 1D1D7550 THE CONSENT OF TECTONIC IS STRICTLY PROHIBITED 0 Wnwnant PRAMCALSOLUTION&IOCC[PTIONALSf!ltVl[ 9245 MAIN ROAD COPYRIGHT 2018 TECTONIC.ALL RIGHTS RESt3iVE0. _ 1 PLANS ARE NOT TO BE SCALED. O Mw T ctont°Engineering e<Surveying Conauitonta %,' �j EAST MARION, NY 11959 ONE AT&T WAY 1279 R°ate 300 Phanx(8 45 557— �5 ° 1 z BEDMNSTER, NJ 07921 t7 e a Newbarph, NY lzsso (BDD�e29-5 For www.#ectonicen Drow,a9 owclNAL SIZE IN INCHES o LWu4uvDvn NP 02/19/19 meerih .com , .i• Dela 9! g �` 9410.NYCENY1O17 AD 0 l C"' As xOm,D i N NOTE: , LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY STRUCTURAL NOTE: AND MAY NOT REFLECT FINAL RF DESIGN. REFER TO LATEST RF DATA SHEET FOR FINAL LTE REFER TO THE STRUCTURAL BY GDP ENGINEERING AND ARCHITECTURE PERFORMED RCHTTE CTIJRE ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC. PROFESSIONAL CORPORATION DATED 01/02/19. REINFORCEMENT NOTE REFER TO THE MONOPOLE REINFORCEMENT DRAWINGS PERFORMED BY GDP ENGINEERING AND to ARCHITECTURE PROFESSIONAL CORPORATION DATED F 01/02/19. NOTE: TOWER MOD WORK BY OTHERS MUST HE COMPLETED BEFORE CARRIER WORK CAN BEGIN. _ CANISTER EXPANSION BEING COMPLETED TO FIT NEW ANTENNAS. 97 EXIST AT&T ANTENNA TO BE REMOVED (TYP OF 3) �� REPLACE EXIST ANTENNA W/ � o NEW AT&T RS6658-3 ANTENNA ON EXIST PIPE (TYP OF 3) (SEE DETAIL 2/AO5) % EXIST CANISTER TO BE REPLACED Ant INSTALL NEW 36" O.D 1 ��J t At C1 CANISTER 11 h11\ , �� U EXIST UNIPOLE C `.\ EXIST UNIPOLE EC�OR 0 5 PZ � 25. Tx s�C) -rA�CIA iso � (® RAD CENTER 107') (0 RAD CENTER 107') 1 EXIST ANTENNA PLAN 2 FINAL ANTENNA FLAN A04 SCALE: 1" = 1'--0" A04 SCALE: 1" — 1'—O" NEW UNAUTHORIZED ALTERATION OR ADDITIONS TD A DOCUMENT �?G BEARINO THE SEA.OF A LICENSED PROFEMONAL ENGWEE R OR LAND SURVEYOR IS A VIOLATION OF SECUON 72Og SUBSEMN 2 OF THE NEW YORK STATE EDUCATION LAW. J COPIES OF THIS DOCUMENT WnMtrr A FACSWILE OF THE ft. Dov R"naian App—d DRAWING CONTROL SLDwwRE AN AN CRIGWAL EUDOSSED SEAL OR ORGNAt 1 r )n fT) ANTENNA LAYOUT PLANS SURVEYOR SHALLAMP OF THE PROFESSIONAL NOFT 9 ECONSUMED VALID COPIES. (( D 02/19/19 ISSUED FOR CONSTRUCUON W.LAND hy�i" yQ1°t� A ,�� uj TIES 0 MUENr IS PREPARED SPECMCMLY FOR THE Q JD � Tectom EAST MARION CLIENT Mia PROJECT DESIOKMm HEREON.UODIMMON, /MV Purpeaa Rele"aad by D� �� t � 3IO NO. NNO. 1 10 7 ALTFRATKIN,REVISION.OU PLIGLDON.OR uSE WDHOur F - FA LOCATION NO. 10107560 llff CONSENT OF TECTONIC IS STRICTLY PROHEOTED. O N PRACrlCALs0LuT1ONs.MECEMoNALANW) 9245 MAIN ROAD CCPMCHT 2018 TECTONIC.ALL MRS RESERVED. < ' PLANS ARE NOT TO BE SCALED. p� � Txtonie EOgin""ring &Survey(n7 ConaullanlY 071248 Imo/! EAST MARION, NY 11939 D ! z s ONE AT&T WAY 1z�a Rnoce aoa Pn""a(aqs)se7— /� � � o"m w�oroar a".0 E Nu. Ra. BEDMINSTER, NJ 07921 0 Fb Newburgh, NY 1255D (8DO)829-66 ljfi � a9/1z/ts NP ORIGINAL 512:E IN INCHES F� www.tectonlcenginee-ring.com -...� `',.r., .F sAs Nom 9410.NYCENY1017 A04 0 Comb"ctlan 02/79/19 ,,.,,.• 12" ADJUSTABLE TOP DOWNTILT BRACKET i I NEW OCTOPORT ANTENNA 12" (SEE DETAIL 1/AO5) 1 15.4" r cq DO TOP 79L' 11.61" , z;; ITRill ;C� m FRONT ]:�2 ISE NEXIST ANTENNA SIDE MOUNTING PIPE rel QUINTEL QS6658-3E PANEL ANTENNA ERONT ISOMETRIC NOTES: (ALL SECTORS) FRONT ISOMETRIC FRONT ISOMETRIC 1. ANTENNA TO BE LABELED "TRANSMITTER" PER APPLICABLE FIRE CODE REQUIREMENTS. 872/874 RRH 4x40 2300 MHZ RRH4x25—WC$ AIRSCALE 4T4R B5 RRH 2. INSTALL NEW LTE ANTENNAS TO MATCH EXISTING (812/814) (B30) (WEIGHT: 70 LBS) (WEIGHT: 35.3 LBS) HEXPORT ANTENNA AZIMUTHS & TILTING ANGLES. (WEIGHT: 101.2 LBS) 1 ANTENNA DETAIL 2 ANTENNA MOUNTING DETAIL 3 RRH DETAILS AO5 SCALE: 3/4" = 1'—O" A05 SCALE: 3/4" = 1'-0" 1, A05 SCALE: 1" = 1'—O" 26.0" i d+ , LIUIi TOP ISOMETRIC FRONT I�� I -- -- U °.P 27.0" 25.2" o —i, Y b__! 00 00 0000 ' ' BOTTOM SIDE FRONT I. • • ° ' ° ' �� COMMSCOPE: FE78188 COMMSCOPE CBC71726—DP-2X COMMSCOPE CBC426T--DS-43 4 DC12 DETAIL s FMB DETAIL s TRIPLEXER DETAIL 7 eER DETAIL A05 SCALE: 1" = 1'—O" A05 SCALE: 1" = 1'-0" A05 SCALE: 1" = 1'-0" A 6 AL — 0" "V�,eERro �o UNAUTHORIZED BEARING GTHE�SEAL OFRA UCENS OD ROO�IONAL ENGINEER *�O.UMENT 0 ��� OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE Ra, oat° R°Jat°n APP—d DRAWING CONTROL " TTI Ll! UIPMENT SPECS & MOUNTING DETAILS SIGRANRE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL • I STSUNRd OF SHALL E CONSOIONAL GINEER OR LAND lo;:�ERED VALID COPIES. at /y 0 02/19/19 ISSUED FOR CONSTRUCTION br On°d MP pro•.n �D br:kd C, I EAST MARION T'H[S DOCUMENT IS PREPARED SPECIFICALLY FOR THE /17 y PY'P0.. R01e...d by D°I' Tecton SITE NO. NYCENY1017 CUENT AND PROJECT DESIGNATED HEREON-MODIFICATION, Q 1`9!(/!I, {� FA LOCATION NO. 10107550 ALIlRAl10N,REVISION,DUPUCATON.OR USE WfIHOUT O Comment PRACTICAL SOLUTIONS.SXCBPTIONAL31RVICN. `O 071249 (� 9246 MAIN ROAD THE CONSENT OF TECTONIC IS,STRICTLY PROMOTED. COPYRIGHT 2018 TECTONIC.ALL RIGHTS RESERVED. y g A �/ EAST MARION, NY 11939 PLANS ARE NOT TO BE SCALED. F Tectonic t. 30°ring do Surv"in Coneulfanto ONE AT&T WAY O"°P'w°I Iz�s Ro"f° soD Ph"n";(045)567-865 oFsSS10DaEe wadi odor Dra.>no Na Rn 0 1 2 3 Q F.E Newburgh. NY 12550 (800)829-6531 BEDMINSTER. NJ 07921 O9/L7/18 ORIGINAL SIZE IN INCHES • FonshucC°n NP oz/19/ts www.tectonrcengineering.com Saal° 9410.NYCENY1017 A05 0 A3 NOTSO EXIST AT&T FMB & DC6 EXIST GPS UNIT /-EXIST ICE BRIDGE 4'-0" 4'-6" 4'-6" 15.3" EXISTING COMBINERS TO BE tO NEW ICE REPLACED W/ (6) NEW TWIN BRIDGE POST - ..... ::' - TRIPLEXERS (2 PER SECTOR) (SEE DETAIL 6/A05) & ' NEW AT&T WCS INSTALL (3) SAME BAND COMBINERS (1 PER SECTOR) RRH (TYP OF 3) (SEE DETAIL 3/A05) im im EXIST ICE BRIDGE POST (TYP) NEW UNISTRUT m�� o NEW AT&T B12/B14 RRH END CAP (TYP) �� (TYP OF 3) (SEE DETAIL 3/AO5) TOP VIEW T a EXIST UNISTRUT END CAP NEW P-1000 (TVP) UNISTRUT OR ° EQUAL (TYP) EXIST P-1000(TYP) (TV NEW AT&T DC12 `1 NEW AT&T FMB (SEE DETAIL 4/A05) I I 4" 02 NEW AT&T B5 RRH (TYP (SEE DETAIL 5/AO5) T (MIN) 1 OF 3) (SEE DETAIL 3/A05) - EXIST AT&T B25 (TYP OF 3) to to SEE CONNECTION DETAIL 2/A06 li f 4" - EXIST CONCRETE PA� _ MIN 1/2" NON - - - SHRINK GROUT (TYP) NOTE: 3" MOUNTING OF RRH TO UNISTRUT CHANNEL SHALL BE PER MANUFACTURER DIRECTION. I 30" 37.8" r FRONT VIEW RIGHT SIDE VIEW 17.5" 1 RRH MOUNTING DETAIL (1) 3"0 AC 14" A06 SCALE: 3/4" = 1'-0" UTILITY CABLE 10 5" (5) 3"0 OSP 7„ CABLES 3,5" (4) 1'x45• CHAMFER 7.14" TYP (6) 1"0 8" HSS 3.5x0.216" _ b POWER SYSTEM DIMENSIONS M tO a 72"Hx30"Wx37.8"D 1/2 DIA M n m 1001 POWER SYSTEM WEIGHT- 14 m 52 LBS HILTI (2.300 LBS W/BATTERIES) HIT HY200 \D • —�—— (TYP OF 4) O22.84„ 4.45" TyP + + 31.77" MOUNTING PLAN LD1 1/2" 1/4" STIFFENER TYP PLATE (TYP) EMERSON: NETSURE 512 DC POWER SYSTEM 2 POST DOWN DETAIL POWER CABINET DETAIL A06 SCALE: 3" = 1'-0" A06 SCALE " NC- UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCU7NT BE"G THE SEAL OF A LICENSED PROFESSIONAL ENGINEERQi�RTp OR LINO SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. Q Cj COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE Rev Dole R.". Approved DRAWING CONTROL s,� (' * MOUNTING DETAILS SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP OF THE PROFESSIONAL ENGINEER OR LAND pNeaaipned Mp p�;^n JO h"•dmd Tectome SURVEYOR SHALL NOT BE CONSIDERED VAUD COPIES. 0 02/19/19 ISSUED FOR CONSTRUCTION EAST MARION nn DOCUMENT IS PREPARED SPECIFICALLY FOR THE ��Q P.rp— Rvlaoaed by Dat• 'I SITE NO. NYCENY1017 CLIENT AND PROJECT DESIGNATED HEREON.MODIFICATION, !VV` '� L!� ALTERATION,REVISION,DUPLICATION,OR USE WITHOUT par FA LOCATION NO, 10107550 THE CONSENT OF TECTONIC 6 STRICTLY PROMBIfED. O Comment PRACTICAL SOLUTIONS.GXClPTIONALSERYIC y9245 MAIN ROAD COPYRIGHT 2010 TECTONIC ALL f0CHT5 RESERVED. For T•eetonee Engineering & Surveying Consultant. EAST MARION, NY 11939 PLANS ARE NOT TO BE SCALED. ONE AT&T WAY O Appm-I D 1 2 3 For Warty Order Ora•Np Na. Rry 1279 Route 300 Phone: (845)507— BEDMINSTER, NJ 07921 O ITa Newburgh, NY 12550 (800)829-6 1 Z �e R/--, �-• �V De/L7/LB ORIGINAL SIZE IN INCHES • C nabaal'un NP oz/e9/t9 www.tectonicengineering.com vl'Esslo-N �ScAS 9410.NYCENY1017 A06 0 ,,,s AS NOT'RO i 9 Proposed Configuration `ANTENNAS MUST BE BUILT IN THE LOCATIONS SHOWN BELOW. MOVE ANTENNAS IF NECESSARY.' LTE 700/950/190DIAVISIW CS 7(1D `-850' 190WAWSM!C5 RET L Ttxnm¢oar u.TwnDlptaxr RET Control Cable Tower Ground TWnTiphma Twin Tdpbaer 6rao e.m Contlnn ;872/B1A� ,.9K BNH`,; ([ 1NCSRRN �maax is',a[vAVoc.:1 aVdcvmloc w TIC 77= — T���rnrk .._J F3erT unk hialn Power (Buebarldl PIanC � Unit; - A1U997d uxaa.ma rraw LTE (ALL SECTORS) 1 PLUMBING DIAGRAM A07 SCALE: N.T.S. OIF NC-:. UNAUiHORrLED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVETOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. Q A { � COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE Roo polo Rar6Ton APD'r^ Pd DRAWING CONTROL - SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL r '' PLUMBING DIAGRAM STAMP OF THE PROFESSIONAL ENGINEER OR LAND Dmtgned DmKn JD Orctked CB • V SURVEYOR Ebrr NOT BE CONSIDERED VAY0 COPIES. 0 02/19/19 155Um FOR CONSTRUCTION by. bY' W. Tectom EAST MARION THIS T AND PR IS PREPARED ED HEREON- FOR THE �+Q + P�rPo,a wlso,.a bT. ml� SITE TNO.IO NNO. 1 10 7 CLIENT AND PROJECT DESIGNATED HEREON. WIHOUTMODIFICATION, `&` ALTERATION,I:EYISION,DUPLICATION,OR USE 1Ymlour � To< _�� FA LOCATION N0. 10107550 THE CONSENT OF TECTONIC IS STRICTLY PROHIBITED. _ Comment PMCTIL'ALSOLUTIONS.IXCEPTIONALSCRVICI. 124.8 9245 MAIN ROAD COPTRIGHT 2018 TECTONIC ALL RIGHTS RESERVED. PLANS ARE NOT TO BE SCALED. For Te79 R Engineering do serve h.n: (845)ee 67 P.C. EAST MARION, NY 11939 ONE AT&T WAY �"AP'°"°' 1279 Route 300 Phone: (845)587-6656 90/r UN�i ° t z BEDMINSTER, NJ 07921 O Newburgh. NY 12550 (800) 829-6631 �SS� r°a09/17/1° Work Omar Dmtsg No. Rev ORIGINAL SIZE IN INCHES FC.n U.Bon NP 02/19/19 WWw.tectonfcengineering.com 6AS NOTED 9410.NYCENY1017 A07 0 z r. GENERAL CONSTRUCTION NOTES STRUCTURAL STEEL NOTES FIBER & POWER CABLE MOUNTING NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE 1. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF 1_ THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, BUILDING CODE, LATEST VERSION AND ALL OTHER APPLICABLE CODES AND STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC ORDINANCES, STEEL FOR BUILDINGS", LATEST EDITION. TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO 2. EXISTING BUILDING INFORMATION WAS OBTAINED BASED ON INFORMATION AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE PROVIDED BY THE CLIENT. 2. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, "STEEL FOR STRUCTURAL 600 VOLT CABLES AND THE INTER DUCT 1N ORDER TO SEGREGATE CABLE 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, TYPES. FIBER OPTIC TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. SHAPES FOR USE IN BUILDING FRAMING", GRADE 50, UNLESS OTHERWISE INDICATED. IF THE MEMBER EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL SIZES INDICATED ARE NOT AVAILABLE IN THIS GRADE, ASTM A572 "HIGH-STRENGTH LOW-ALLOY SYSTEM. NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. COLUMBIUM-VANADIUM STRUCTURAL STEEL", GRADE 50, MAY BE SUBSTITUTED. 6, ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN 2.THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 3. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 "COLD-FORMED WELDED & TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT 7. SUBCONTRACTOR SHALL BE RESPONSIBIS FOR OBTAINING ALL PERMITS AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND SHAPES", GRADE B. EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC-ER CABLES ARE INSPECTIONS REQUIRED FOR CONSTRUCTION. NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A B. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE 4. MISCELLANEOUS STEEL, INCLUDING CHANNELS, ANGLES, PLATES, AND BARS SHALL CONFORM TO ASTM TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY CAUSED BY THE CONSTRUCTION OPERATION. A36 "CARBON STRUCTURAL STEEL", UNLESS OTHERWISE INDICATED. WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX 9. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 A DAILY BASIS. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 "ANCHOR BOLTS, STEEL, 36, 55, AND 105-KSl YIELD (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY_ 10.INFORMATION SHOWN ON THESE DRAWINGS IS BASED ON A LIMITED SITE STRENGTH GRADE 36. 3. WHEN INSTALLING FIBER OPTIC TRUNK CABLES OR TYPE TC-ER CABLES INTO INSPECTION. SUBCONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES NEPA 7o (NEC)PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. CONDUITS, ( ARTICLE 300 RULES SHALL APPLY. 11. PROTECT EXISTING ROOFING WITH PLYWOOD OR PROTECTION BOARD IN ALL S. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO ASTM A325 AREAS OF WORK. REPAIR ANY DAMAGE TO THE SATISFACTION OF THE "STRUCTURAL BOLTS, STEEL, HEAT TREATED, 120/105 KSI MINIMUM TENSILE STRENGTH". BOLTS SHALL BUILDING OWNER, AND MAINTAIN EXISTING ROOFING GUARANTEE BY USING 8E 3/4 INCH DIAMETER, TYPE X, UNLESS OTHERWISE NOTED. ANTENNA MOUNTING NOTES OWNER'S ROOFING CONTRACTOR. 7. MATCHING NUTS SHALL BE HEAVY HEX TYPE, CONFORMING TO ASTM A563 "CARBON AND ALLOY STEEL NUTS". WASHERS, WHERE REQUIRED, SHALL CONFORM TO ASTM F436 "HARDENED STILL WASHERS". 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TLA-222-G-2005 OR APPLICABLE LOCAL CODES. ANTENNA NOTES 8. FIELD CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE INDICATED. ALL BOLTED CONNECTIONS SHALL 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN BE MADE WITH NOT LESS THAN TWO (2) HIGH STRENGTH BOLTS, OR EQUIVALENT WELD. ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL ALSO CONFORM TO 9 STRUCTURAL CONNECTIONS SHALL BE SNUG TIGHT IN ACCORDANCE WITH THE RESEARCH COUNCIL ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. ANSISTRUCTURES AN-2005 "STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURAL CONNECTIONS "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED STRUCTURES AND ANTENNAS COUNCIL 2. ALL ANTENNA MOUNTS AND ASSOCIATED APPURTENANCES SHALL BE INSTALLED UNLESS OTHERWISE NOTED, IN ACCORDANCE WITH ASTM A153 "ZINC-COATING (HOT-DIP) ON IRON AND WITH DOUBLE NUTS AND SHALL BE INSTALLED IN ACCORDANCE WITH 10. BOLTS IN SLIP-CRITICAL CONNECTIONS SHALL BE FULLY PRETENSIONED BY THE TURN-OF-NUT METHOD STEEL HARDWARE", UNLESS NOTED OTHERWISE. MANUFACTURER'S SPECIFICATIONS. CIL ON STRUCTURAL CONNECTIONS "SPECiFICA710N5 FOR 4, DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH THE RESEARCH 3. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUNDING KITS. " IN ACCORDANCE WITH ASTM A780. STRUCTURAL JOINTS USING ASTM A H FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. OR CIL BOLTS. 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS A. GROUNDING AT THE ANTENNA LEVEL. 11.ANCHOR BOLTS SHALL BE TENSIONED BY THE TURN-OF-NUT METHOD AFTER GROUTING OF BASE PLATES. AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED. 6. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL 12. CONTRACTOR SHALL COMPLY WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL" FOR PROCEDURES, RECOMMENDATION FOR INSTALLATION AND GROUNDING, D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING. ALL WELDERS 7, ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A E, GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS STANDARD QUALIFICATION 50-OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. 4. ALL PROPOSED GROUNDING BAR DOWNLEADS ARE TO BE TERMINATED TO THE PROCEDURES" AS STEEL BAR. EXISTING ADJACENT GROUNDING BAR DOWNLEADS A MINIMUM DISTANCE OF B. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOSHALL ANTENNA CONTRACTOR 4'-0" BELOW GROUNDING BAR. TERMINATIONS MAY BE EXOTHERMIC OR 13. GRATING SHALL BE TYPE "W/B" GALVANIZED WELDED IKG BORDEN, OR APPROVED EQUAL. BEARING BARS ARE PLUMB,SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY COMPRESSION. SHALL BE MANUFACTURED BY AS FOLLOWS; GRATING 1" x 3/16" SERRATED ORIENTED WITHIN AZIMUTHSNNA % AS DEFINED BY THE REDS. ANTENNA DOWNTILTSE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND SHALL BE WITHIN +/- 0.5% AS DEFINED BY THE REDS. REFER TO THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR 70 14. BAND ALL EDGES, AND ATTACH TO SUPPORTING MEMBERS AT 16" ON CENTER WITH MODEL GG ND-00246. INSTALLATION. GALVANIZED G-CLIPS AS MANUFACTURED BY GRATING FASTENERS INC. 6. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE 9. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. 15.EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT III OR APPROVED EQUAL. INSTALLATION SHALL BE IN EACH SECTOR. 7. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE 4-3/4" 10. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. UNLESS OTHERWISE NOTED. ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO B. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ANTENNA, TMAS, AT&T. DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO 16,ADHESIVE ANCHOR ASSEMBLIES SHALL BE AS MANUFACTURED BY HILTI OR ENGINEER APPROVED EQUAL, INSTALLATION. AS FOLLOWS: 11. TIM'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE 9. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE BASE MATERIAL ANCHOR SYSTEM TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. CONCRETE HILTI HIT-HY 200 12. LTE ANTENNAS SHALL HAVE A W-O" MIN CENTER TO CENTER HORIZONTAL 10. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN HOLLOW & GROUTED CMU OR BRICK HILTI HTT-HY 270 SEPARATION FOR SIMILAR TECHNOLOGY (U.N.O.). DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING, 17. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 11. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUM TAPE AFTER INSTALLATION AND 18. ALL INTERIOR STRUCTURAL STEEL SHALL BE SHOP PRIME COATED WITH A RUST-INHIBITIVE PRIMER M FINAL CONNECTIONS ARE MADE. BUTAPE SHALL HAVE A MINIMUM OF EXCEPT AREAS TO BE FIREPROOFED NEED NOT BE PAINTED. SURFACE PREPARATION SHALL HE IN ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE ACCORDANCE WITH THE PAINT MANUFACTURER'S RECOMMENDATIONS. AREAS WHICH MAY BE INACCESSIBLE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT AFTER INSTALLATION SHALL RECEIVE TWO 2 COATS OF PRIMER, SEE ARCHITECTURAL DRAWINGS FOR BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. ( ) 12. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: FINISH PAINT. A. TEMPERATURE SHALL BE ABOVE 50' F. B. PAINT COLOR MUST BE APPROVED 8Y BUILDING OWNER/LANDLORD. 19.FIELD CONNECTIONS AND DAMAGED OR ABRADED AREAS OF SHOP PRIME COAT SHALL BE TOUCH-UP B C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. PAINTED WITH COMPATIBLE FIELD PRIMER. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 20.ALL EXTERIOR STEEL SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED, ALL EXTERIOR BOLTS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC COATING (HOT-DIP) ON IRON AND STEEL HARDWARE UNLESS OTHERWISE NOTED. 21.DAMAGED GALVAN17ED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780 "REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT-DIP GALVANIZED COATINGS". 22.ALL STEEL WORK SHALL BE SUBJECT TO SPECIAL INSPECTIONS DURING CONSTRUCTION. 23.THE NOTES CONTAINED HEREIN ARE NOT PROJECT SPECIFIC. THE CONTRACTOR SHALL UTILIZE ALL NOTESf WHICH SOLELY PERTAIN TO THE WORK DEPICTED ON THESE DRAWINGS. C,�E(`` UNAUTHORIZED Af3ERATION OR ADDIOO FE SI A DDGMWEE �Q 6 �+� BEARING TSU SEAL OF A MOLL D PROFESSIONAL EIVCDIEEIt OR I.ANDS=SURVEYOR E A VI YORK OF SECUON ON SUeSEC{ION 2 OF THE NEW YORK STATE EOUC4TION M. 11 c r COPIES OF THS DOCUMENT WITHOUT A FACSIMILE OF THE N°v D.t. R°vw- Approval DRAWINO CONTROL. ' j` a NOTES SIGNATURE AND AN ORIGINAL EMBOSSED SELL OR ORIGINAL STAR➢OF THE PROFESSIONAL ENGINEER OR LAND Duigmd Or°.n auckad SURVEYOR SHALL HOT BE ED SPEHID VALID GOPIF9. ���� O D2/t9/t9 ISSU®FOR IAHSDiUCi[ON tM ' Mr by Tect ��' t w EAST MARION THS DOCUMENT IS PREPARED SPECIFICALLY FOR THE CLIENT Pt87 PROJECT DESIGNATED HEREON.MOODTCATION, Pu,p°va Rei°®aa by aet. SITE N0. NYCENY1017 ALTERATION,RVASIM OUPLICATRIN,OR USE WITHOUT R, FA LOCATION NO. 10107550 THE CONSENT OF 7ECMMC IS STRICTLY PRONISM. O C.-t PMACTICALSOMTIONS.lXC9PTIDNAL.1 VICE. COPYRIGHT 2016 TECTONIC.AU.RIGHTS RESERVED. 1 249 �� 9245 MAIN ROAD PLANS ARE NOT TO BE SCALED. 0� Teetonlo Engineering de SurvoyI Conauftante i� {��/ EAST MARION, NY 11939 ONE AT&T WAY 1279 Ftout. 300 Phone:(049)507-65 C �,lA Dal. 6L k order Dm.Tng Na Rev D 1 2 ' BEDMINSTFJ2, NJ 07921 O Fa Newburgh, Nr 12550 (BOG)egg-6531 ' eSslo DB/ir/i6 ORIGINAL 5;_M IN INCHES C"roi,wlfon NP oz/19/1s www.tectonlcengineering.com - 9410.NYCENY1017 A08 0 AS NOTED GROUNDING NOTES OCTOPORT I OCTOPORT ANTENNA ANTENNA 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RAD10, LIGHTNING PROTECTION, AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN #6 AWG FROM ACCORDANCE WITH THE NEC. EXIST COAX ANTENNA CABLE GROUND KR 2. THE SUBCONTRACTOR SHALL PERFORM GROUND TEST ON AT&T GROUND GROUND BAR SYSTEM. A HAND-HELD, CLAMP-ON SME METER MAYBE USED. PROVIDE REPORT WITH RESULTS TO AT&T. Cv� SECTOR 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY ® CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE *TWO HOLE LUG, DISCONTINUITY WITH #6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE B5 WCS OR EXOTHERMIC CONDUIT CLAMPS, RRH EXIST COAX RRH WELD TO BE USED 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND BAR WITH #2 AWG BCW #BE CONDUCTOR SHALL GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN 81RR14 TO'BUILDING WATER ELIMINATED WHEN GROUND INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND H C�+ EQUIPMENT FMB MAIN OR GROUND RING BAR IS ELECTRICALLY BONDED INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. TO METAL TOWER/MONOPOLE 6. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE D12 STRUCTURE EQUIPMENT GROUND RING WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. 2 INSTALLATION OF GROUND WIRE TO GROUND BAR 7• CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE E01 SCALE: 6" = V-0" PERMITTED. EXIST MGB TO EXIST GROUND B. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING, SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. NOTE: NOT ALL EXIST APPURTENANCES SHOWN FOR CLARITY. 10, USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45'BENDS CAN BE ADEQUATELY SUPPORTED. ALL BENDS SHALL BE MADE WITH 12" RADIUS OR LARGER. 1 GROUNDING SCHEMATIC 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW E01 SCALE: N.T.S. GRADE. 12, ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. EXCEPT FOR GROUND BAR CONNECTION FROM MGB TO OUTSIDE, EXTERIOR GROUND SHALL ALL BE CADWELD CONNECTIONS. INSPECTION WINDOW IN BARREL, 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD REQUIRED FOR ALL INTERIOR CONNECTIONS. 3/8" DIAx1 1/2- EXTERIOR TWO-HOLE CLOSED BARREL, FOR ALL 3/8" DIAx1 1/2" TWO-HOLE CONNECTORS 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED TO CONNECTORS THE TOWER GROUND BAR. EXTERNAL BLACK HEAT EXTERNAL CLEAR HEAT SHRINK 15. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL TOOTHED SHRINK UV RATED TOOTHED CONDUCTOR INSULATION TO BUTT UP BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. S/S NUT CONDUCTOR INSULATION TO S/S NUT AGAINST THE CONNECTOR BARREL 16, ALL EXTERIOR AND INTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A S/S LOCK BUTT UP AGAINST THE S CORROSION RESISTANT MATERIAL WASHER CONNECTOR BARREL /S LOCK CI FAR HEAT SHRINK S/S FLAT CLEAR HEAT SHRINK — WASHER 17, MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES WASHER S/S FLAT AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE ------- WASHER --- ---.- WITH THE NEC. $wlJJJ� LABEL JJJJ LABEL 18. BOND ALL METALLIC OBJECTS WITHIN 8 FT OF MAIN GROUND WIRES WITH 1--#2 --- ------- --- ----- AWG TIN-PLATED COPPER GROUND CONDUCTOR. _ 19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING ___ --- -�--- -__-__ PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS JJJJ�� LABEL ��JJ� LABEL THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS TINNED COPPER -i t- TINNED COPPER REQUIRED DI IO HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR GROUNDING BAR GROUNDING BAR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT S/S FLAT 1/16 S/S FLAT DO NOT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(E.G., WASHER (��-DO MINIMUM WASHER DISCONNECT NON--METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND 1/16" SPACING S BOLT CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. MINIMUM S/S BOLT AG ON ALL CONNECT" (I OF 2) "DO NOT DISCONNECT" SPACING (1 OF 2) GROUNDING BAR TAG ON ALL GROUNDING INTERCONNECTS AND BAR INTERCONNECTS EQUALIZERS AND EQUALIZERS 3 EXTERIOR TWO HOLE LUG DETAIL 4 INTERIOR TWO HOLE LUG DETAIL EO1 SCALE: N.T.S. E01 SCALE: N.T.S. p of �A ER 7 p P COPIES OF THIS DOCUMENT WTTHOUT A FACSIMRE OF THE R. ud. Rwtel"n Approves DRAWING CONTROL . — GROUNDING SGNATHRE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP OF SHALL NOT THE PROFESSIONAL COWDERED%?"COPIES - e a ./10/19 ISSUED FDR CDNsW=DN eD°yt�"'' bbr. �e 1 w EAST MARION CHERT AND NT IS PREPARED ED HEREON. FOR THE ���� 1'ulpoae Reloaged by IMW Tectom z I m y FA SITE NO.LOCATION NO 010 550 CLIENT AND PROJECT DESIGNATED SP HEREON.MOR THEIQN, HECONSENT OF O sTECTONIC IS STRICTLYOR HSE VATHOUr PROHIRED. O For P1tACTtCAL SOLUTIONS.eI(CEPTI°NAL SIRYICB\ + COPYRIGHT 2DIB TECTONIC.ALL RIGHTS RESERVED. _ 9245 MAIN ROAD PLANS ARE NOT TO BE SCALED. 0 �+ 7ectnnto E+LBTneering do Surveying Coneultantd� � 07 2 EAS' MARION, NY 11$59 O t a a ONE AT&T WAY For 1279 Route 30O Phone; (845)50/— 6� 'wm._, �� Wv,k O,dar Oim'inq Na 1�(:) BEDMINSTER, NJ 07921 O gA Nawlwryh, NY 12ssG (s°D)Ie79—&5 p,CEf� OB 17/13 0 c—t—Bc" NP a/19/19 WWW,tectonicengineering.com � ''�'' scala 9410.NYCENY1017 E01 ORIGINAL SIZE IN INCHES AS NOTED