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HomeMy WebLinkAbout40423-Z g11fFGl,y�coG� Town of Southold 5/25/2016 P.O.Box 1179 a co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38840 Date: 5/25/2016 THIS CERTIFIES that the building ACCESSORY 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 1/15/2016 pursuant to which Building Permit No. 40423 dated 1/21/2016 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: accessory generator 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. 40423 4/27/2016 PLUMBERS CERTIFICATION DATED Authorized Signature o�saFFnc��oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . 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#: 40423 Date: 1/21/2016 Permission is hereby granted to: East Marion Fire District PO BOX 131 East Marion, NY 11939 To: install an accessory generator as applied for per planning board approval. At premises located at: 9245 Route 25, East Marion SCTM # 473889 Sec/Block/Lot# 31.-3-11.31 Pursuant to application dated 1/15/2016 and approved by the Building Inspector. To expire on 7/22/2017. Fees: COMMERCIAL ACCESSORY BUILDING OR ADDITION $100.00 CO -COMMERCIAL $50.00 ELECTRIC $85.00 al: $235.00 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 from 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. July 9,,2015 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 9245 Alain Road East Harion House No. Street Hamlet Owner or Owners of Property: East Marion,Fire District Suffolk County Tax Map No 1000, Section 31 Block 3 Lot 11.o31 Subdivision Filed Map. Lot: Permit No. (� Date of Permit. Applicant: New York SALSA Limited Partnership d/b/a Verizon Wireless Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ New Yor SM Limited Partnership d/b/a Verizon z Wireless BV: Applicant Signature N : J_ohn Walden Title: Senior Engineer-Equipment SOUry®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA ® �Q roper.richert@town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: East Marion Fire District Address: 9245 Main Road City: East Marion' St: New York Zip: 11939 Budding Permit#: 40423 Section: 31 Block: 3 Lot- 1131 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Charles M. Dwyer License No: 4278-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: " 50K Standby Generator For Wireless Communication Facility" Notes: Inspector Signature: Date: April 27, 2016 Electrical 81 Compliance Form As SE so 40 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� �� INSPECTOR ho�00f SOUjy�lo . G • �O coUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' ' [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSU TION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Co DATE INSPECTOR 4 J FIELD WSPF,=QQj I EI?'Ohx DATA 00�, S 41 FOMbOiON(1ST) 11) --------------- ... ...... ------ F.0=4TION(2ND) z 41 ROUGE . Q& -�- PLUMBIN'G INSULATION PER.N.Y. H STATE ENERGY C*ODB FINAL 101, 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 Suryey SoutholdTown.NorthFork.net PERMIT NO. '4104" Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form ( I� Contact: Denise J. Vista, Esq. Amato Law Group, PLLC Approved ,20 Mail to: 666 Old Country Road, Suite 901 Disapproved a/c Garden City, NY 11530 '10 1 1Phone: (516) 227-6363 Expiration ` ,20___f �(7 I F' Wil Building Ins 'ector JUL , 3 APPL 1 ION FOR BUILDING PERMIT 2015 I Date July 9 , 203.5 5!oc DEPT INSTRUCTIONS a.This d in by typewriter 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 Buitding 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 inspectors on premises and in building for necessary inspections York Lim- d artnership d/b/a Verizon,Wireless By: (Si nature of applicant or name,if a corporation) N . John Malden Title: Senior Engineer-Equipment c/o 666 Old Country Road, Suite 901 Garden City, NY 11530 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Applicant is Lessee of property Name of owner of premises East Marion Fire District (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. .. Other Trade's License No. 1. Location of land on which proposed work will be done: 9245 Alain Road, East Marion House Number Street Hamlet County Tax Map No. 1000 Section 31 Block 3 Lot 11.031 ` Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Fire Deuartment and public utility wireless cos mnnication facility b. Intended use and occupancy same and new public utility wireless comication facility�generatnr 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work diesel generator (Description) 4. Estimated Cost $15,000.00 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. MmicipallReblic utility wireless communication facility 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories_ Width 8. Dimensions of entaeneeww constructiion � 29•t '4l* Depth n/A Height 9'.* *generator within equipment compound 9. Size of lot: Front Rear Depth 3.0583 acres 10. Date of Purchase N/A Name of Former Owner Applicant is lessee of property 11. Zone or use district in which premises are situated Hamlett Business and R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded?YES NO x Will excess fill be removed from premises? YES NO x East Marion 14.Names of Owner of premises Fire District Address 9245 main road Phone No. 63 ) 477-o763 Name of Architect William F. Collins Address to-3. Technology Dr. Phone NO 631) 689-8450 Name of Contractor comceil construction corp. Address 1373 Lincoln Avenue Phone No. (631) 654-5915 Ho brook 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * 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 x NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF' Nassau f of New York SALSA Limited Partnership John_Walden, d/b/a Verizon Wireless being duly sworn,deposes and says that;Ohe is the applicant (Name of individual signing contract)above named, (21)Heisthe Senior Engineer-Equipment of the lessee of the property (Contractor,Agent,Corporate Officer,etc.) and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi 2144�_ ay ofs'T� 20L5— NessYor P ership d/b/a Verizon Wireless BY. IROM IR5>flitiERNANDEZ Si nature of Applicant NOTARY P BLIC,STATE OF NEW YORK Name: ohn Waldeng Registration No.01HE6322291 Title: Senior Engineer Equipment Qualified in Suffolk County - -Commission Expires March 30,20-ff FOR INTERNAL USE UNLY SITE PLAN USE DETERMINATION initial Determination _ Date Sent:_J_f3G 1 Date: ' r Project Name: Project Address: Zoning District:–fes.f.�� • Suffolk County Tax Map No.:1.000-_�?]=- Request, . �eS 1 L (Note: Copy of Buildirtg Permit App lication and supporting documentation,as to proposed use or uses should be submitted.) 03f Pe A-m r r--r�� Initial Determination as to whether use is permitted: - . c r Initial Determination as to whether site Plan is requir — I - Signature of Building Inspector Planning DepartMent (P.D.) Referral: f Date of Comment �--- P.D.-Date Received:_ —_ Comments: Signa#ure of Planning Dept.-Staff Reviewer Final Determination Date: J= Decision: C7r+nnf1lrP of Rnildina InsnPctor TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 3, 2015 TO: Amato Law Group (Verizon Wireless) 666 Old Country Road Suite 901 Garden City, NY 11530 Please take notice that your application dated July 13, 2015 For permit for construction of a new public utility wireless facility w/generator at Location of property: 9245 Main Road, East Marion,NY County Tax Map No. 1000 - Section 31 Block 3 Lot 11.031 Is returned herewith and disapproved on the following grounds: The proposed on this a el in the HB Zone is permitted pursuant to Site Plan review by the Pla OR iz Signature CC: file, planning Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. 1vf 4 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��OF TyoP.O. Box 1179 54375 State Route 25 �O l0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov o�eonv�c PLANNING BOARD OFFICE - ---- - TOWN OF SOUTHOLD - 1 January 12, 2016 1 JAN �15 2016 Denise J. Vista, Esq. ; Amato Law Group, PLLC 666 Old Country.Road, Suite 901 Garden City, NY 11530 Re: Approval - Amended Site Plan for Verizon Wireless @ East Marion Fire District 9245 Main Road, ±525' e/o Stars Road, East Marion SCTM#1000-31-3-11.31 Zoning District: HB/R-40 Dear Ms. Vista: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, January 11, 2016: WHEREAS, this Amended Wireless Communications Application is for a proposed Verizon Wireless co-location of an interior mounted antenna within the concealment cylinder between _90' and_100' above ground level of the approved 110' antenna support structure/tower with a diesel generator, associated ground equipment and additional landscaping behind the -existing firehouse. There are ±9,800 sq. ft. of existing'buildings including the main fire house and associated accessory structures, all on 3.1 acres in the R-40 and Hamlet Business Zoning Districts; and WHEREAS, on August 25, 2015, pursuant to §280-74A(4) of the Town Code,,the Planning Board entered into a Letter of Agreement with CityScape Consultants, Inc. to assist the Board in reviewing and evaluating the proposed Wireless Application to co-locate; and WHEREAS, on October 19, 2015, Denise Vista, Esq., agent, submitted a Site Plan Application for review; and WHEREAS, on November 5, 2015, the Planning Board found the application incomplete for review; and WHEREAS, on November 19, 2015, the applicant submitted the remainder of the Application Fee for review; and Verizon Wireless (aD- East Marion FD Page 2 January 12, 2016 WHEREAS, on December 7, 2015, the Southold Town Planning Board pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type ii list of actions; and WHEREAS, pursuant to SEQRA 6 NYCRR Part 617, the Planning Board performed an uncoordinated review of the Unlisted Action; and WHEREAS, on December 11, 2015, the Planning Board received a report from their Technical Consultant, CityScape Consultants, Inc., regarding the proposed co-location; and WHEREAS, on December 21, 2015, the Planning Board formally accepted the application as complete for review; and WHEREAS, on December 28, 2015, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from Suffolk County Planning Commission review because the proposed,action is less than 5,000 sq. ft. of renovated floor area or less than 10,000 square feet of land disturbance; and WHEREAS, on December 29, 2015, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on January 5, 2016, the Southold Town Chief Building Inspector reviewed and certified the proposed Wireless Communication Facility as a permitted use in the R-40 Zoning District; and WHEREAS, on January 6, 2016, the Office of the Town Engineer determined the existing site 'to be in accordance with Chapter 236 and that the proposed action does not require additional storm water management controls; and WHEREAS, on January 11, 2016, a public hearing was held and closed; and WHEREAS, the Southold Town Planning Board, pursuant to Southold.Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of the parking requirements because the proposed co-location does not generate the need for parking, with exception of a single vehicle periodically; there is ample existing parking on the East Marion Fire District site; and WHEREAS, at a Work Session held on January 11, 2016, the Planning Board reviewed the report issued by CityScape Consultants including the recommendation of three (3) conditions; and . ' Verizon Wireless (a_ East Marion FD Page 3 January 12, 2016 WHEREAS, on January 11, 2016, the.Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with three (3) conditions entitled "Verizon Wireless at East Marion", prepared by Neil Alexander Macdonald, WFC Architects, dated February 18, 2015 and last revised September 23, 2015, and authorizes the Chairman to endorse the Site Plan including the following seven (7.) plans: 1. T-100.00: Title Sheet 2. SP-100.00: Site Plan, Key Map and Notes 3. A-100.00: Enlarged Equipment Plan West Elevation and Details 4. A-101.00: Canopy Framing Plan and Details 5. A-102.00: Antenna and Equipment Info. 6. E-100.00: Electrical Riser Diagram and Details 7. E-101.00: Grounding Plan and Info. Conditions: 'l. All of the applicant's feed lines/cables shall be installed inside the monopole structure; and 2. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and 3. The facility shall remain secured and protected from unauthorized personnel. Please also note the following requirements relating to Site Plans: 1. Any changes from the Approved Site Plan shall require Planning Board approval, including new uses, additional or new lighting, additional or new signs, and additional pavement or parking spaces. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. ' Verizon Wireless (a_ East Marion FD Page 4 January 12, 2016 4. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: _ LA/ ode , Applicant/Agent Signature: Date: / OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��oF `�oU�jyO P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 c� www.southoldtownny.gov O�C4UNTY,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance January 11, 2016 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Verizon Wireless at East Marion Fire District SCTM#: 1000-31-3-11.31 Location: - 9245 NYS Route 25, ±525' w/o Stars Road & NYS Rt. 25, in East Marion SEAR Status: Type I (X) Unlisted ( ) Conditioned Negative Declaration: Yes O No (X) Description of Action: This Amended Wireless Communications Application is for a proposed Verizon Wireless co-location of an interior mounted antenna within the concealment cylinder between 90' and 100' above ground level of the approved 110' antenna support structure/tower with a diesel generator, associated ground equipment and additional landscaping behind,the existing firehouse. There are ±9,800 sq. ft. of existing buildings including the main fire house and associated accessory structures, all on 3.1 acres in the R-40 and Hamlet Business Zoning Districts. SEQR Negative Declaration —January 11, 2016 Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. The property is currently improved with community facility (fire house) use. The property is zoned Hamlet Business (HB). Zoning Districts located within the vicinity of the parcel include HB to the west and Residential (R-40) to the north, south and east. The dominant surrounding land uses within the vicinity of the site include mixed residential and a small area of commercial. The site is improved with a fire house, therefore, the proposed action will not result in the significant removal or destruction of large quantities of vegetation. The impact to soils resulting from the construction of the new equipment cabinets would be negligible. The design includes the placement of a concealment cylinder between 90' and 100' above ground level of the approved 110' antenna support structure/tower with a diesel generator, associated ground equipment and additional landscaping behind the existing firehouse. Based on the existing use and improved facilities, the proposed action will not cause a substantial intensification of use over the current use. No agricultural soils, open space or recreational resources occur on site, therefore, the proposed action will not cause significant impacts to agricultural, open space or recreational resources. No substantial adverse change in existing air quality, ground or surface water quality or quantity, traffic or noise level will occur as a result of the proposed action. The proposed monopole is visible from State Route 25, located to the south of the parcel. The roadway is a New York State Scenic Byway. The proposed action will not result in significant aesthetic impacts over existing conditions due to the mitigation proposed, concealment of antennas. Therefore, the Planning Board has determined that the action would not result in significant impacts to view sheds from SR 25 or those identified as important to the community. The proposed action is located within an Archeo-sensitive area (Map Info-201.5). The applicant has submitted a map (Landmarks in the Surrounding Area) showing 8 properties within a 300' radius that are eligible for National Register of Historic Places listing. Since the pole structure is installed and the proposed antennae will be concealed within . the structure, no impacts to the potential historic impacts would occur. Due to the improvements on the parcel and the minimal new ground disturbance proposed, the action would not result in adverse impacts to cultural/historic resources nor impair the character or quality of important historical or architectural resources. 2 • SEQR Negative Declaration —January 11, 2016 The site is currently improved and the proposed action will not result in significant adverse impacts to aesthetic resources or to existing community or neighborhood character or result in a material conflict with the community's current plans or goals as officially approved. -Based upon such, no significant, adverse impacts to the environment are expected to occur should the project be implemented as planned. This determination is based, in part, on the Antenna Site FCC RF Compliance Assessment and Report (August 13 2015) prepared by Pinnacle Telecom Group and Telecommunications Site Review Colocation Application (Cityscape 2015). For Further Information: Contact Person: Mark Terry, Principal Planner Southold Town Planning Board, 6311765-1938 cc: Town Board Building Department Environmental Notice Bulletin 3 MAILING ADDRESS: PLANNING BOARD MEMBERS .`�QF S®(/Jy P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 111 971 Chair OFFICE LOCATION: jF Town WILLIAM J.CREMERS va � Hall Annex PIERCE RAFFERTY �p� 54375 State Route 25 JAMES H.RICH IIIo (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ly�'QU �� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD D MUEOWF� May 19, 2016 D MAY 19 2016 Denise J. Vista, Esq. Amato Law Group, PLLC BUILDINGDEPT. 666 Old Country Road, Suite 901 TOWN OFSOUTHOLD Garden City, NY 11530 Re: Approved Site Plan: Verizon Wireless Co-location at East Marion Fire District Located at 9245 NYS Route 25, East Marion,'NY 11939 SCTM#1000-31-3-11.31 Zoning District: HB & R-40 Dear Ms. Vista: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made May 11, 2016 and the Work Session held on May 16, 2016. The site is now in conformance with the Site Plan entitled "Verizon Wireless at East Marion", prepared by Neil Alexander MacDonald, WFC Architects, dated February 18, 2015 and last revised September 23, 2015. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office at 631-765-1938. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector i Town Hae Am= Telephone(�ba�p�7g85p1�802 � OS Boa'11179 ' menrtchertlo f'a ri l ', io rn Lis Snuftld,NY 119714M BUUMINd.1EP I RM Ma TOWN Ole sO O� APPLICATION F®R ELECMICAL INSPECTION REQUESTED BY. Date: ? . Company Name: doense No.: ;Ad;drnimw /_1 AVC , No.: JOBSITE INFORMATION: Indicates required Inforrna . • ,� r� ion) *Narne: rte,port:�_sa zea r. rr , an,/a"von wrei�a 1 `Address: `Cross Street: Quo a..-sem 'Phone No.:permit No.: Tax-Map District: 1000 Section:_ Block: 3 Lot: v a31� *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Inerallaeiou of a pubuc utiliey ' wfre� a000�mioeeico �acalit'r (Please Circle All That Apply) *19 job ready for inspection: ' YES/'a)• Rough In Final *Do•you need a Temp Certificate: NO Temp Information#f_nesdedJ . 'Service fte: Pha 3Phase -700 ASO -(jib 300 � 350 400 Other *New Service: Re-connect._ ndengr• '-Number of Meters Change of Servrice Overhead Additional Information: PAYMENT DUE WITH APPLICATION 1 a2-RM09 for rwpedlon F= C � l l� AMATO LAW GROUP, PLLC COUNSELORS AT LAW 666 OLD COUNTRY ROAD 9TH FLOOR 405 LEXINGTON AVE GARDEN CITY,NEW YORK 11530 402 MAIN ST. CHRYSLER BLDG,26TH FLR ---- SUITE 204 NEW YORK,N.Y.10174 TEL:(516)227-6363 METUCHEN,NJ 08840 TEL:(212)485-6000 FAX:(516)227-6367 TEL:(732)317-1511 FAX:(212)485-6001 FAX:(732)317-1513 July 9, 2015 BY FEDERAL EXPRESS Building Department Town of Southold Town Hall Annex 54375 Main Road Southold,New York 11971 t Re: Building Permit Application (the "Application") by New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") to the Town of Southold (the "Town") in connection with the proposed generator (the "Generator") to be located at 9245 Main Road, East Marion, New York, known and designated as District 1000, Section 31, Block 3, and Lot 11.031 (the "Property") NYSMSA Site Reference: East Marion/ Our File No. 100-0859 Dear Sir/Madam: In connection with Verizon Wireless'Application for the proposed Generator to be utilized in connection with its proposed communication facility to be located at the Property,enclosed are the following materials: 1. Two Applications for Building Permit forms; 2. Application for Certificate of Occupancy; 3. Application for Electrical Inspection; 4. Copies of the covenants and restrictions recorded on the Property; 5. Survey of the Property; 6. Authorization and Consent, executed by the Property owner; 7. Consent to Inspect form, executed by the Property owner; 8. Four sets of construction drawings,prepared,signed and sealed by William F. Collins, AIA Architects, LLP, last revised May 18, 2015; 9. Certificates of liability, disability and workers' compensation insurance for Comcell Construction Corp., naming the Town as Certificate Holder; Certificates of liability, disability and workers' compensation insurance for the electrician, Charles M. Dwyer, naming the Town as Certificate Holder; J U L 13 2015 (,4 a and 11. Application filing fee in the amount of$235.00. I W.....,)F znU;lln�n AMATO LAW GROUP, PLLC If you should have any questions regarding the foregoing,please do not hesitate to contact me. Thank you for your assistance. Very truly yours, Denise J. Vista Enclosures cc: Verizon Wireless (via email, without enclosures) CONSENT TO INSPECTION .n➢ yandernorh ,on behalf ®f tie fast t �®mm ,the undersign` d do(es) hereby state: Owner(s)Name(s)"ire e That the undersigned (is) (are)the owner(s) of the premises in the Town of Southold, located at 92 45 stain Road Fsst Marion, ABY which is shown and designated on the Suffolk County Tax Map as District 1000, Section M_,Block 3 , Lot 11.031 That the undersigned (has) (have)filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: To install a Public Utility Wireless Communication Facility That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Fast +iarion File District Dated: By: nature) (Print Name) (Signature) (Print Name) AMATO LAW GROUP, PLLC COUNSELORS AT LAW 666 OLD COUNTRY ROAD 9TH FLOOR 405 LEXINGTON AVE GARDEN CITY,NEW YORK 11530 402 MAIN ST. CHRYSLER BLDG,26TH FLR -- - SUITE 204 NEW YORK,N.Y.10174 TEL:(516)227-6363 METUCHEN,NJ 08840 TEL:(212)485-6000 FAX:(516)227-6367 TEL:(732)317-1511 FAX:(212)485-6001 FAX:(732)317-1513 August 13, 2015 BY FEDERAL EXPRESS Building Department Town of Southold Town Hall Annex 54375 Main Road Southold,New York 11971 Re: Building Permit Applications (the "Application") by New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") to the Town of Southold (the"Town")in connection with the proposed public utility wireless communication facility(the"Communication Facility")and generator(the"Generator")to be located at 9245 Main Road,East Marion,New York,known and designated as District 1000, Section 31, Block 3, and Lot 11.031 (the"Property") NYSMSA Site Reference: East Marion/Our File No. 100-0859 Dear Sir/Madam: In connection with Verizon Wireless' Applications for both the proposed Communication Facility and the Generator to be located on the Property,which were filed with the Town on July 10, 2015, enclosed is a check, in the amount of$100.00, representing the fees to obtain the Notice of Disapprovals for both Applications($50.00 for each disapproval). Kindly forward the same tome at the above address. If you should have any questions regarding the foregoing, please do not hesitate to contact me. Thank you for your assistance. V truly ours, Denise J. Vista Enclosures cc: Verizon Wireless (via email, without enclosures) 1l!(� � U AUG 1 2015 2LDG D-L-PI AMATO LAW GROUP, PLLC COUNSELORS AT LAW 666 OLD COUNTRY ROAD 9TH FLOOR 405 LEXINGTON AVE GARDEN CITY,NEW YORK 11530 402 MAIN ST. CHRYSLER BLDG,26TH FLR ------------- SUITE 204 NEW YORK,N.Y.10174 TEL:(516)227-6363 METUCHEN,NJ 08840 TEL.(212)485-6000 FAX:(516)227-6367 TEL:(732)317-1511 FAX:(212)485-6001 FAX:(732)317-1513 January 18, 2016 BY FEDERAL EXPRESSJ111 Building DepartmentTown of SoutholdTown Hall Annex ` JAN19 2016 54375 Main Road Southold,New York 11971 Attn: Connie Re: Building Permit Application (the "Application") by New York SMSA Limited Partnership d/b/a Verizon Wireless("Verizon Wireless")to the Town of Southold in connection with the proposed public utility wireless communication facility (the "Communication Facility")to be collocated at 9245 Main Road,East Marion,New York, known and designated as District 1000, Section 31, Block 3, and Lot 11.031 (the "Property") NYSMSA Site Reference: East Marion/Our File No. 100-0859 Dear Connie: Pursuant to your request in connection with Verizon Wireless' Application for the proposed Communication Facility to be located on the Property, enclosed are two additional sets of construction drawings,prepared,signed and sealed by William F. Collins,AIA Architects,LLP,last revised May 18, 2015. If you should require anything further,please do not hesitate to contact me. Thank you for your attention to this Application. Ytru, ours, se J. Vis a Enclosures cc: Verizon Wireless (via email, without enclosures) pF SOU�y®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,NY 11971-0959 S., C®UNT`I,� May 2, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Amato Law Group 666 Old Country Rd, 9th FI Garden City, NY 11530 Re: East Marion Fire Dept,9245 Main Rd, East Marion TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy plication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee'of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) (0--tfinal Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40423— Generator AUTHORIZATION AND CONSENT WHEREAS, New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless"), having a principal place of business located at c/o Amato Law Group, PLLC, 666 Old Country Road, Suite 901, Garden City, New York 11530, desires to install and operate the proposed public utility wireless communication facility (the "Communication Facility") on certain real property located at 9245 Main Road, East Marion, in the Town of Southold, County of Suffolk, State of New York, and known as and designated as District 1000, Section 31, Block 3, Lot 11.031 (the "Property"), owned by the East Marion Fire District(the "Owner"), and WHEREAS, Verizon Wireless, in order to install and operate the proposed Communication Facility, must submit to the Town of Southold (the "Town") certain zoning applications and/or building permit applications. WHEREAS, the Owner agrees and consents to Verizon Wireless' submission of all necessary zoning and/or building permit applications to the Town, as well as any other application required by any federal, state or local entity with jurisdiction thereof, such that the required approvals for the proposed installation and operation of the proposed Communication Facility are necessary. NOW, THEREFORE, the Owner hereby authorizes, consents and agrees to have Verizon Wireless act as its agent, as follows: 1. The Owner hereby consents to the filing of all necessary applications by Verizon Wireless with the Town, and any other necessary federal, state or local agency, with respect to the installation and operation of the proposed Communication Facility on the Property. 2. Verizon Wireless shall have the authority to act as the limited Agent for the Owner, thereby permitting Verizon Wireless to execute and complete any necessary documents on behalf of said Owner as may be required in order to obtain the necessary approvals and permits to install and operate the proposed Communication Facility. 3. This Authorization shall be limited solely for the purpose of permitting Verizon Wireless to obtain the necessary approvals and permits to install and operate the proposed Communication Facility, and for no other purpose. 4. This Authorization shall terminate, and be of no further force and effect, only after Verizon Wireless receives the necessary Town, federal, state and/or local approvals and permits required to install and operate the proposed Communication Facility. EAST MARION FIRE DISTRICT By. Name: !V 11AWJ eT Title: _ M a 5's Sworn to before me this the - /2iay of 015 N Pu is JOSEPH CHEREPOWICH WGtary Public,State of New York No.4804615,Suffolk County Term Expires September 30,,Z v/11 i THIS DECLARATION made this`V day of May.2004 by EAST MARION F1 RE DISTRICT, a municipal corporation,having its principal office and place of business at 9245 Route 25. P.O.lox 131,East Marion.New York:, 11939,hereinafter referred to as the DECLARANT,as the owner of the premises described in Schedule"A"annexed hereto(hrreinaller rercrred to as the PREMISES)desires to restrict the use and enjoyment of said PREMISES and has for such I purpose determined to impose on said PREMISES covenants and restrictions and docs hereby declare that said PREMISES shall he held and shall be conveyed subject to the following , Covenants and Restrictions: I 1. WHEREAS DbCLARANT has made application to the Southold Town Planning Board for a cluster set-offofa 30.000 square toot parcel from the existing 163.229 square root parcel located in the R-40 Zoning District which requires a minimum o('40,000 square feet per j lot for yield purposes;and ' i 2 ` WHEREAS following the set-off Lot I will equal 133,229 square Leet and Lot 2 will equal 30,000 square feet.and pursuant to Article XVIII Cluster Development(10(1_180)of the Town of Southold Town Code,whereby the 10,000 square feet area required for Lot 2 is being included with Lot I; i 3. THEREFORE,DECLARANT,its successors,heirs or assigns,AGREES that in the event of future subdivision of Lot 1,the yield calculation of Lot 1 must deduct the 10,000 square feet of subdivision cluster open splice committed to meeting the minimum lot size of Lot 2. This Covenant and Restriction shall run with the land and shall be binding upon the DECLAkAINT, its successors and assigns,and upon all persons or entities claiming under them. i EAST MARION FIRE DISTRICT • i b by l Donald Dzcnl:oChairman 1 f Slate of New York,County of Suffolk),: On the`OU th day of May,in the car 2004,before me,The undersigned,personally appcarcd Donald Wenkowski,personally known to me or pnived to me on the twsis of satisfactory evidence to bo the individualis) whose name(s)is(are)subscribed to the Althin instrument and acknowlt dged to me that be/she/they executed the ? same in his/her/their capacity,and that by hisiber their signaturets)on the instrument,the individual(s),or the person upon behalf of % ch the individual(s)acted,executed the instruntant EDWARD JOHN BOYD 3th j Notary Public State of New York Natsr Public.StatcofN BYork 02B00376525 Sui10 County► j tommiaW Expires April 30,20CM i i l Sultolk County Tax Map 1000:031.00.03.00? 11.600 I i 1_ r I i I s L i SCHEDULE A i f ALL that certain plot.piece or parcel orland,with the buildings and improvements thereon emcted,situate, lying and being at East Marion,in the'romm of Southold,County of Suffolk and State of New York, bounded and described as follows: i t BEGINNrNG at a point on the northerly side of Main Road(S.R.25),which point is southwesterly along said northerly side of Main Road 364 Icet from the intersection formed by E the northerly side of Main Road and the westerly side of Stars Road; , RUNNING THENCE along the northerly side of Main Road.South 39 degrees 02 minutes 00. seconds West,393.44 fe ct to land of East Marion War Memorial Association: THENCE along land of the Etat Marion War Memorial Association the following two courses and distances: l)North 52 degrees 06 minutes 30 seconds West, 100.43 feet;and 2)South 65 degrees 40 minutes 00 seconds West. 19.38 feet to land now or formerly of Sylvia M.Daley; 'rHENCE along land now or formerly of Sylvia M.Daley the following two courses and � distances: 1) North 24 degrees 05 minutes 00 seconds West. 167.42 fret;and 2)South 66 degrees 20 minutes 00 seconds West, 106.24 ftxt to land now or formerly of Geatrakis and j George:Kortsolakis; E THENCE along land now or formerly of Geatralcis and George Kortsolakis North 24 degrees I 1 minutes 50 seconds West,241.74 feet to land now or formerly of Highpoint at East Marion, Section Two,Inc.; THENCE along land now or formerly of Highpoint at East Marion,Section Two,Inc.,the following two courses and distances: 1)North 65 degrees 48 minutes 10 seconds bast, 173-01 _ feet;and 2)North 71 degrees 21 minutes 31 seconds East,249.73 feet to land now or formerly of Despina&Steve Moraitis Living Trust; THENCE along land now or formerly of Despina&Steve Moraitis Living"frust South 25 degrees 59 minutes 17 seconds East,342.67 feet to the northerly side of Main Road(S.R.25),fhc point or place of BEGINNING. Suffolk County Tax Mup 1000;031.00;03.0f1: 114W 2 t_ i tF 11028P6036 G 12ECLARATIONS OF Ct?�N�A14D R11181IMONS ; FOH, HERBERT R._MANDEI, i , This Declaration, made the S�day ofL� , 1990, by HERBERT 1i, MANDEL, residing of Inlet Lane, Greenport, NY 11944. ; WITNU5= ' WHEREAS, HERBERT R. MANDEL, is the owner in' fee simple of certain premises situate at East Marion,Town of Southold, Suffolk county, New York, described on the Suffolk County Tax Map as District 1000, Section 031.00, Block 03.00, Lot 011,25 , and as more fully described in the attached "Schedule A" and WHEREAS, the Southold Town Planning Board,by Redolution made on December �ISr 18, 1989,approved the subdivision of the property described in Schedule A into three lots 1 us shown on,subdivision map prepares!by Young& Young N,Y.S,L.S.dated November 13, 9 31•ob 1986 as last revised May 31, 1959 and ,03,CD WI.IERF.AS, the Southold Town Planning Bowel spptovcd said aubdivlaion subject his to certain covenants and rstrictions to be filed in the Office of the Clerk of Suffolk County, NOW, TI•IEREFORE, in compliance with the resoimtlon of said Southold Town Planning Board, Declarant herein declares that the land described in Schedule A Is held and !shall he conveyed subject to the fallowing covettants and restrictions which shall,run with the land; AR 71544 I. Access to Lot number S0 shall be from the proposed road; i there &hull be no access to this lot from Main Road, vt� IN WITNESS WHEREOF,the foregoing Declaration has been executed by HERBERT R. MANDEL, on the day and year Pint above tten. c best a c• ' ; i , i i , 11028M37 SCHt6lti,s A i i besoription of parcel of land being developed as a realty subdivision and as ■I,u.in on a sap entitled, "Subdivision Rep Nlghpoint at last Marion, station Three, Ina.* at lost kerion, town of Southold, Suffolk County, New York. f 0142PYING at a point turned by the Intersection of the westerly line oQ the land now or formerly of Staven and Caspine Mortitis with f the northweetsrly line of twin Need (w.r.s. 1tte. 17), which point is 344.42 toot southwesterly as measurad along the nolrthwastsrly line at Min load dlt,l.D. Ate. 29) from the eeaterly lint of Starr Wood) and running t"ence from said point of beginning euuth 39 deg, 03 sin. 05 sea. Nest along the northwesterly line of Mein !load (M.V.S. Nts. 3s), 310.44 fest to the land now or toreerly of last Batton Tire Qistrlott { therms northerly, westerly, again northerly and again westerly along the lead now or formerly of foot Marion dire District the tollowing aovrsee and distanotot i (1) North 33 deg. 03 rein, to sem. Wast 320,!7 test, tt) South 7t deg, 30 sin. to sec. Mast 3o.50 test, (1) South 45 ;aq. 40 win. 00 eco. hast $2.95 toot, (4) North 34 dad. 11 sin. So sea. West 80.00 test, (e) South 45 dog. 16 nin. 00 sec. Wast 174.67 toot to the Iand nLu .e formerly of Gorge and deattaxts %bytsoleltlet thence North 34 day. 11 *1% 50 sec. Most along the Land now or formerly of *sews and asatraRis lartsols)[ls 1s1.74 rest to tra southorty lire or 4 certain realty subdivision shown on a wap entitled "ttiyhpoint at last Marian, Station V*o, =na." Mad In the office of the C1trN of Suffolk County under lits No. 77SS► thence easterly along the southerly line of slid subdivision, "liighpoint at east Hatton, ssatia" 14m, Inc." the following courses and distanoest 1 11 Norm to dsq. 45 min. 10 Sao. lost 175.01 fest, ! 3) North 71 del. it Mn, 71 see. sant fN.'►a teat } to the 'land of now at formerly of Stevan and j Despine Narsitiel thence South l9 deg. ss sin. 17 "at last NIM4 the 104 taw at tcrnsrly at Steven and Despina Norsitts 343.47 feet to the pint or place of D"M106. i I i 1 }- 1 „028038 i STAT>:? OF NEW YORK; --- COUNTY OF SUFFOLK; ss.; On this day of M O O' , IM, before me personally came HERBERT R. i MANDE4 to me kndwn and known to me to be the person described in and who executed j , the foregoins Declaration of Covenants and Restrictions,and he duly acknowledged to me that he executed the same. , f a l , Notary Yuhtle i r I L L i i 1 + i” 3 AL'Inn" jr JjnS , Wi`Lrrrwr A►®acrt' iib l3 i i 39 N as -SURVEY OF PROPERTY N7i.2f3i'E AT EAST MARION TOWN OF SOUTHOLD 1 iR SUFFOLK COUNTY,N .Y. SCALE'1630' ,�",•� MARCH 26, 1018 DCCCWVM 17 IOm(PROPOSED METRO PCS LEASE AREA) W• 5 ,,� \ t7 , ham f '0 o o •� �.Sl z Ota d or�. Zn r % ik VIA ILI �� `��• rr m- yw N \ d n+ p0�Q w 565 9,5a y, �` 7Y yy9 roS �t NEt��. .q9 �o• � y <W ■=MONUMENT IA'N JIG NQ 49618 OF .✓/ ALTERATION OR ADDITION TO THIS SIRVEY ISA VIOLATION CF SECTION T289 OF 7-hE'V=STATE EACATlQY LAV, COMC YORS PIC EXCEPT as PER SECTraN 7i�9-suBnrvlsraf z ALL CEATlFTCATTINS (631)765-5020 FAX(631)765-1797 _ l HEREON AHE VALID FQ4 THIS HAP AND COPIES THFIECF ONLY IF P.0,BOX 909 AREA-3.0583 ACRES Sam W OR COPIES MR THE JAOWSSED SEAL OF TIE SLRVEYOY 1230 TRAVELER STREET ELEVATIONS REFERENCED TO N.A.YD. '88 VNOSE SICNATLR£APPEARS HERE@L SOUT}JOLD, MY, 11971 � I� w ZONING DRAWINGS �A D,7,- ,r ` i. . A. 6'10 : FOR WIRELESS COMMUNICATIONS FACILITY : Fa _ _ EAST MARION Aly, 9245 MAIN ROAD, EAST MARION , NEW Y 11939......... A R C H I T E C T S 124 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 ( www.wfcaia.com WFC PROJECT NO : x, A<aC C;1 01, SITE INFORMATION PROJECT' CONTACTS DRAWING INDEX LATEST ISSUANCE rt ``'J4ir 1. - � � INITIAL ISSUANCE REVISION NO. & DATE VERIZON WIRELESS SITE NAME: EAST MARION APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE �c- d/b/a VERIZON WIRELESS SITE TYPE/DESCRIPTION: 4 CENTEROCK ROAD ARCHITECTURAL DRAWINGS AT ANTENNA LEVEL: INSTALL (3) ANTENNAS AND (6) DIPLEXERS WITHIN CONCEALMENT WEST NYACK, NY 10994 - POLE. (12) 7/8"0ANTENNA COAX CABLES ON ICE BRIDGE. T-'100.00 TITLE SHEET 4/30/15 2 5/18/15 PROPERTY OWNER: EAST MARION FIRE DEPARTMENT (631) 653-6603 SF'-100.00 SITE PLAN, KEY MAP AND NOTES 4/30/15 2 5/18/15 CONSULTANT: AT GRADE: 436A MONTAUK HIGHWAY, POST OFFICE BOX 3042 EAST QUOGUE, NY 11924 A-100.00 ENLARGED EQUIPMENT PLAN, WEST ELEVATION AND DETAILS 4/30/15 2 5/18/15 INSTALL NEW OUTDOOR EQUIPMENT CABINETS, (3) MAIN DISTRIBUTION BOXES AND DIESEL GENERATOR WITH SOUND A-101.00 CANOPY FRAMING PLAN AND DETAILS4 4/30/15 2 5/18/15 i',� 'a =r~�i 41.--,rr� ,';�•!'.�,•. ',�,iiv..: (T ENCLOSURE ATOP A NEW CONCRETE EQUIPMENT PAD WITH NEW WEATHER CANOPY; INSTALL (4) NEW GPS UNITS MOUNTED TO NEW POLE OWNER: CROWN CASTLE (518) 433-6265 A-102.00 ANTENNA AND EQUIPMENT INFO 4/30/15 2 5/18/15 .. K-,P `-==,-�-; _'�•:�, WEATHER CANOPY 46 BROADWAY �-- c M ALBANY, NY 12204 ELECTRICAL DRAWINGS - ANTHONY STEGAGNO PROJECT LOCATION: 9245 MAIN ROAD LEASING CONTACT: SHORE 2 SHORE WIRELESS INC. (516) 557-2398 E-100.00 ELECTRICAL RISER DIAGRAM AND DETAILS 4/30/15 2 5/18/15 (EAST MARION, NY 11939 KATIE JACOBS E-101.00 GROUNDING PLAN AND DETAILS 4/30/15 2 5/18/15 VZW PROJECT CODE: 2010483143 VZW LOCATION CODE: 167468 CONSTRUCTION CONTACT: KENNY UHLL (631) 236-2108 NO. DATE SUBMISSION 1 4/30/15 FOR REVIEW 2 5/18/15 ISSUED FOR FILING LATITUDE: IN 41°07'41.96" (NAD 83) ; A/E (ENGINEER) CONTACT: NEIL A.MacDONALD, AIA, LEED AP (631) 689-8450 EXT.115 LONGITUDE: W 72°20'28.73" (NAD 83) a ) z a T 1 i I CAT"' ELEVATION: 35' +/-AMSL (NGVD 29) PSEG CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 ZONING JURISDICTION TOWN OF SOUTHOLD DISTRICT: 1000 SECTION: 31 NEW YORK ONE-CALL PROCEDURES: BLOCK: 3 * CONTRACTOR SHALL COMPLY WITH THE NEW YORK ONE-CALL PROCEDURES BEFORE ANY NO. DATE REVISION LOT(S): 11.031 EXCAVATION, DRILLING OR BORING. 1) ALL CONTRACTORS MUST CALL 2 TO 10 WORKING DAYS PRIOR TO START OF PROJECT AND RECORD KEY PLAN: ZONING CLASSIFICATION: IHB (HAMLET BUSINESS) 8 R-40 (RESIDENTIAL LOW DENSITY) THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY OPERATORS. 2) AFTER CALLING THE CALLERS MUST WAIT THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS TO GIVE ADEQUATE TIME TO THE NOTIFIED OPERATORS TO RESPOND. 0 c 3) ALL CONTRACTORS MUST PROVIDE AS MUCH INFORMATION ON THE WORKSITE AS POSSIBLE TO THE ONE CALL CENTER. 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING oe AS TO MAKE THE WORK LOCATION CLEAR TO ALL MARK-OUT CREWS. 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY •d P� RECOMMENDED THAT THE TICKET BE UPDATED EVERY 10 WORKING DAYS IN ORDER TO MAINTAIN MAXIMUM PROTECTION OF THE UNDERGROUND UTILITIES. sg y LOCATION MA P KEY P NOTES AREA OF WORK / QUALITY ASSURANCE t'3 A. Workmanship shall be of the highest quality and done by employees skilled in the practice of their trade. C3 8u,f B. All work which fails to meet the standard as herein described, shall be replaced by the Contractor, at the Contractor's sole expense, including the work of others ° .f• � uVil f"1 damaged by the initial failure or the corrective repairs. C. All items of work identified on the drawings by name, note, or material designation are NEW, unless otherwise tTwireless ro, w Wiin Rd East Ni'vinn SAFETY & HEALTH PROVISIONS .D Community unity Church EAST MARION 9245 Merin R6 41 A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Contract. The Contractor shall take reasonable precautions for the safety of, and shall provide reasonable protection to prevent damage, injury or loss to employees executing the work and other persons who may be affected thereby. The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations, and lawful arks crrT r° � � orders of public authorities bearing on the safety of all persons and /or their protection from injury. The Contractor shall erect and maintain, as required b existing P g Y P P J rY• q Y 9 conditions and performance of the Contract, reasonable safeguards for safety and protection, including erecting temporary barriers, posting danger signs and other 9245 Main ltd warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites, spaces, and utilities. 9245 MAIN ROAD �.. Nh Orth al' �� EAST MARION, NEW YORK 11939 • �fT�iy,{} �� At � , C1�rilsntir Bed,, * . B. All necessary precautions shall be taken by the Contractor, throughout the course of the project, to ensure that: and Brezikfasl Ind Spa a for ,, Anchor; = 1. Safe and proper ingress and egress from the site and all project areas will be maintained. TITLE: `f 2. Fire protection and life safety components within the site will be properly maintained. v; ,_ TITLE SHEET 3. Structural integrity of the concealment ole will be maintained. g Y P 4. There will be no creation of noise outside the hours of 8:00 AM to 6:00 PM unless agreed to in advance, in writing, with the property owner. `- 2015 "'' '`'' DATE: FEBRUARY 18, 5. Site security shall be maintained in order to prevent unauthorized entry to the premises and /or secured portions thereof. PROJECT NO: 14-10837 6. Water, Gas, Electricity, and other utilities as applicable, shall not be interrupted during construction, unless agreed to in advance, in writing, with the property owner. 1 h,f Blue lase DRAWN BY: CPK , f trgl Fork 7• The contractor shall leave the area of work clean at the end of each day. CHECKED BY: TM SCALE: AS NOTED DRAWING NO: SITE LOCATION NORTH SITE LOCATION SCALE: 1 = 500 NORTH TM 1A14 00000 SHEET NO: 1 OF 7 qqw_ - .•. FACILITY NOTES a A NEW FEATURES ARE LABELED AS SUCH; ALL ELSE EXISTING OR NEW BY OTHERS. B) THE NEW PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY IS UNMANNED AND I:tit h Oliva pt erti WILL BE VISITED APPROXIMATELY ONCE A MONTH FOR MAINTENANCE PURPOSES; fit Dam Por THEREFORE IT IS NOT ANTICIPATED TO GENERATE ADDITIONAL NOISE, FUMES, '' Art VIBRATIONS, DUST, ODORS OR TRAFFIC. g p ' C) NO ADDITIONAL PARKING IS REQUIRED FOR THE NEW USE, AS THIS IS AN K' UNMANNED SITE. D) NO SOLID OR LIQUID WASTE WILL BE PRODUCED BY THE NEW USE, AS THIS IS04, AN UNMANNED SITE. �'f3t71"iiRlili�}° I7i8fC I6 E) NO WATER OR SEWAGE FACILITIES ARE REQUIRED FOR THE NEW USE. F) THERE WILL BE NO COMMERCIAL OR (RETAIL SIGNS THE NEW SITE. ' " 0 G) FIRE PROTECTION AND SECURITY PROVISIONS WILL INCLUDE REMOTE MONITORINGG) 9245 Main' 6 AR C H I T E C T S OF THE SUBJECT SITE. H) THE CONSTRUCTION OF THIS FACILITY SHALL ALSO BE IN COMPLIANCE WITH • Ni CHAPTER 27 OF THE BUILDING CODE OF NEW YORK STATE AND NFPA 70, FOR 9 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 / P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com ELECTRICAL WORK AND GROUNDING. r rn �,0� 'Z�9' . • c9. s;rYr$ t , f�: "t.and Spa Z W • • / `� I rI ,d r char,e I) THE ANTENNA AND ANTENNA MOUNT STRUCTURAL DESIGN BY OTHERS SHALL N • / INCORPORATE CONSIDERATION OF ICING. FURTHER, THE STRUCTURAL DESIGN � <,RED A�'G SHALL BE IN ACCORDANCE WITH CHAPTER 16, CHAPTER 17, CHAPTER 18, • . • / ' �' ' , ����� I�,,;UER ?�� �j CHAPTER 19 AND SECTION 3108 OF THE BUILDING CODE OF NEW YORK STATE. 0000 °2�'3�,n • • / • ' SE . • � r / rn M . ._ -� �'o0 65cp r -- • �301 / \ - / • ' ur is^;; - CONSU�'A�fiY-'=—`''� �° • ��� o r,I SUBJECT p^S CTI. �,. •� PROPERTY 1,502 . • / \-'� � LOCATION OF NEW VERIZON WIRELESS EQUIPMENT AT GRADE. �Y • / / REFER TO ENLARGED EQUIPMENT PLAN 2/A-100.00 • ' KEY MAP 2 SCALE: 1 " = 500'-0" 'j NVIJ. / \JG NEW LEYLAND CYPRESS • / ' \� •r ' �� 1 •' (GREEN 6' TALL) OR NO. DATE SUBMISSION G • � I S ,5� EQUAL 1 4/30/15 FOR REVIEW O O �$ O c ` } 2 5/18/15 ISSUED FOR FILING 109'-2" .. 1:.. •°O 6" SOIL SAUCER FALL ZONE v�- O 50 , f,zre ;c I 4" DEEP � •� ` 141'-3" SHREDDED WOOD I CHIP MULCH • ,, � A-100 • o 65�6 LOCATION OF EXISTING CONCEALMENT POLE 12" \ ON ALL SIDES IlkNO. DATE REVISION 0-\� �\\ •, i KEY PLAN: • 1 ��. 5 FINISHED GRADE 01. NEW LEYLAND CYPRESS TREES _ _ '�// Al PLANTED PLANTED AROUND NEW VERIZON GO���� •• ROLL BACK S 2� WIRELESS COMPOUND EXTENSION 6'-0" O.C. DOUBLE ALTERNATING ` BURLAP 1/3 ROWS. REFER TO DETAIL 3—SP-100 NOTE: BACKFILL TOPSOIL SHRUBS SHALL BE SET PLUMB. REMOVE TWINE MIXTURE WITH 0-20-0 FROM AROUND TOP OF ROOT BALL LEAVE BURLAP FERTILIZER AT THE RATE / ( OF 5 LBS. PER YARD P IN PLACE, ROLL BACK 1 3 OF BURLAP REMOVE, UNLESS BIODEGRADABLE.) \ q � ( AREA OF WORK / . � o SAS � ' (�' 1 �• PLANTING DETAIL •• •z• / 106 P� V SCALE = N.T.S. U00000-1 •• NOTE: 0 O E \ p°� 1. DRAWINGS DEPICT THE INSTALLMENT OF NEWwireless VERIZON WIRELESS ANTENNAS TO BE MOUNTED WITHIN A CONCEALMENT POLE STRUCTURE BY S�0 OTHERS. CONCEALMENT POLE DESIGN, DESIGN OF U'�A0A °° + `' \ ALL NEW COMPONENTS AND THE EVALUATION ��'�.• REPORT SHALL BE PERFORMED PRIOR TO EAST MARION O ea COMMENCEMENT OF ALL WORK. DESIGN DOCUMENTS AND EVALUATION REPORT SHALL BE SIGNED AND c, SEALED BY A NEW YORK STATE LICENSED N y X /G��� PROFESSIONAL ENGINEER. DOCUMENTATION FOR –gyp 7 �� THIS WORK SHALL BE FILED SEPARATELY AND O „ �,��OJ '`� �� .'� °^° CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH 9245 MAIN ROAD x y �O \ r,�` X��' WORK SHALL BE PERFORMED BY OTHERS (NOT � ,� � 2 �- � �• WFC) EAST MARION, NEW YORK 11939 0 °�°� TITLE: m �• X �a �' GGJ� SITE PLAN, z °y� •� Q LATITUDE: N 41. 07' 41.96" (NAD 83) KEY MAP AND NOTES O • .p0 ' • �So LONGITUDE: W 72. 20' 28.73" (NAD 83) r s65 93$ Ayq �°e�` 35' +/— AMSL (NGVD 29) DISTRICT: 1000 DATE: FEBRUARY 18, 2015 �S T •� AREA = 3.0583 ACRES SECTION: 31 • �� �'0 ` . � 6., �00 � TAX BLOCK: 3 PROJECT NO: 14-10837 '� O TAX LOTS: 11.031 DRAWN BY: CPK ZONING CLASS: HB & R-40 �f • . y •C�'� ` SITE INFORMATION NOTE: CHECKED BY: TM O SCALE: AS NOTED INFORMATION SHOWN HEREIN IS BASED UPON L �0� ti- A SURVEY DATED: MARCH 26, 2010, DONE BY `4SSO PECONIC SURVEYORS, P.C. AT 1230 TRAVELER 0' DRAWING NO: 15' 30' 60' C STREET, SOUTHOLD, NY 11971, BY JOHN T. METZGER, P.E., L.S. 1"=30'-0" SITE PLAN 0 0 0 0 0 1 SCALE = 1 " = 30' NORTH SHEET NO: 2 OF 7 'I M1 I"1141111 SRI 511mollip" NOTE: (; ,:..a;. , ,; ,`£. NEW CANOPY POST 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN UNDERGROUND UTILITY LOCATING COMPANY TO LOCATE ALL UNDERGROUND EQUIPMENT IN THE TRENCHING AREA TO AVOID ANY DAMAGE. ;,a:; F . GALV. POST CAP .. , f 5'-5" (AS REQUIRED) y Y PROVIDE (4) #4 REBAR, (2) TOP 3/4" CHAMFER 2. HAND EXCAVATE WITHIN 5' OF EXISTING UNDERGROUND UTILITIES (V.I.F.) MAINTAIN 18" MIN. CLEARANCE, AND (2) BOTTOM OR AS DIRECTED BY THE VORC. CONTRACTOR TO MAKE ALL PVC JOINTS WATERTIGHT. TEST PRIOR TO 2'-0" 2'-6" , » BACKFILLING. :c : ATTACH UNISTRUT TO POST WITH 3/8"4� GALV. 10 -0 x25 -0 x8 THICK POURED U-BOLTS. PROVIDE ALL NECESSARY HARDWARE. CONCRETE PAD WITH HAUNCH AT 6" MATCH EXISTING GRADE CONDITION �e PERIMETER. NEW GRAVEL COVER BACKFILL AT TRENCH SHALL BE " PROVIDE #4 REBARS ® 12" - O.C. EA. WAYiv COMPACTED IN 12" LIFTS TO 95% DRY UNISTRUT P1000 BRACE (AS REQUIRED) 3» DENSITY r- NEW FILTER FABRIC COMPACTED SUBGRADE (COMPACT IN 8" Q: - - LIFTS TO 85% DRY DENSITY r',A;: `` ';. .y ifl pLLIx X.T`— 'X W 00 D t> n 3"0 GALV. SCHEDULE 40 PIPE TO BE WELDED w n I I • _ \/\/\ 6 WIDE METAL CORE UNDERGROUND TO 12N12%5/8" GALV. STEEL PLATE a I p ' I / /�\/ WARNING TAPE PRINTED WITH "CAUTION ` y, II=III=1 / / ;. 00 0�0 Oo�o i vi 1 I 1=1 11= BURIED UTILITY LINES" o / //\ //\// L / 2x12 MOISTURE TREATED WOOD PLANKS A R C H I T E C T S 1/4" �I 1=1 I I—� D' III-1 I \\ /\\/\\/\\ /\\/ � / PAINTED RED. NUMBER OF PLANKS AS / A N \//\ //\//\//\//\//\//\ 1� / 12-1 TECHNOLOGY DRIVE SETAUKET NY 11733 TYP. o ( I I. 111—� OoOo 0 0 1 —_— \\\�\\ \/\\/\\/\\/\\/ I REQ D FOR WIDTH OF TRENCH 111—I�0 Q �0 Q� 0 Q I M II //�/ //%/j�/j//j/ ���/ / / P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com +II _ I I 1=1 �o� D I-11 —III- 6 THICK LAYER OF I_ / �`S / i=III—_III I I �LF1� NEW 12 x12 x5/8 GAILY. STEEL PLATE L COMPACTED SAND OR GRAVEL BASE _ I=III=1 �; •., , / % —III=1I I=I — I I=III=I I O\ ���`���VE���`^ �`�� EXPANSION BOLTED TO NEW CONCRETE PAD V-0- % _—III—III==III—III=III Q la Ar ��y���� WITH (4) 3/8"0 S/S EXPANSION BOLTS (3" COMPACT EXISTING I=III=1 I I=1 I I=1 I —=1 I I=III=II=I I I EMBEDMENT) GRADE TO 95% DRY _ I 1I I=III= II-II I-III-III-I I) DENSITY NEW 8" CONCRETE PAID (SEE DETAIL 3/A-102.00) I=_1 I I=III ..`;:' `' __ =III=III=111-1111111= = -II � '••; � '694 -III :.:•'. ,- I I I I-III=III—-- =I —III—III=III=III=III— PVC CONDUIT, TYP. COORDINATE O, j • .:.•�• .•,. ,• °• e,y•.:..�•' ': ''.''.'."..:'••.' .�' .:•.•'::...••.a ;' '• I III III=IIFdI1=III TYPE, SIZE AND NUMBER OF .._.__ • .< ' .: • '' �. : : ' :�' ' I -I I I-I I - =III-III= CONDUITS WITH INFORMATION SHOWN CONSULTANT: _ _ III-III III=-III= ON ELECTRICAL DRAWINGS AND WITH ELECTRIC AND TELEPHONE UTILITY 4" 4' 4" —III IIII= COMPANIES TELCO/POWER PANEL RACK DETAIL CONCRETE PAD DETAIL UNDISTURBED EARTH 3 UTILITY TRENC SCALE = 3/4 = 1 -0 � SCALE = 1 " = 1 '-0" � _ _ WASHED SAND IN 6" LIFTS SCALE - 3/4 - 1 -0 EXISTING F.D. WHIP ANTENNA ATOP POLE NO. DATE SUBMISSION 118'-0 AGL y 1 4/30/15 FOR REVIEW TOP OF EXISTING WHIP ANTENNA NV 2 5/18/15 ISSUED FOR FILING EXISTING AT&T ANTENNAS TO REMAIN NEW VERIZON WIRELESS TELCO AND ELECTRICAL CONDUITS TRENCHED FROM EXISTING MESASPAN 110'-0" f AGL Iih CABINET/NEW METER TO NEW EQUIPMENT PANELS W TOP OF EXISTING MONOPOLE — EXISTING 110' HIGH RF COMPATIBLE CONCEALMENT (RFCC) NEW VERIZON WIRELESS EQUIPMENT CABINETS SET ATOP NEW tom• 0 POLE WITH (3) NEW VERIZON WIRELESS ANTENNAS AND (6) CONCRETE PAD WITH NEW WEATHER CANOPY ABOVE DIPLEXERS WITHIN 107'-0" f AGL I EXISTING METRO I q OF EXISTING AT&T ANTENNAS 14'-0" 6'-6" PCS EQUIPMENT u 100'-0" f AGLAREA TOP OF VERIZON WIRELESS ANTENNA CAVITY 12'-0" 99'-6" f AGL 0 T.O. NEW. VERIZON WIRELESS SECTOR ANTENNAS w / \ NO. DATE REVISION W 95'-6" f AGL NEW VERIZON WIRELESS 50KW DIESEL ' + OF NEW. VERIZON WIRELESS SECTOR ANTENNAS GENERATOR ATOP NEW CONCRETE PAD,. REFER x x x x x p W Q TO SHT. E-100.00 FOR GENERATOR INFO r�° z 4 KEY PLAN: 90'-0" f AGL Aft ` n BOTTOM OF NEW. VERIZON WIRELESS CAVITY x x NEW LEYLAND CYPRESS TREES PLANTED g. IIII AROUND NEW VERIZON WIRELESS I I 0 N I °� OFYI EXISTING T-MOBILE ®• COMPOUND EXTENSION 6'-0" O.C. DOUBLE ALTERNATING ROWS. REFER TO EQUIPMENT AREA QOF EXISTING T-MOBILE ANTENNAS DETAIL 3-SP-100 x x x x x III \ / x x I I 76u 77,-0" t AGL r x r —— —— OF EXISTING METRO PCS ANTENNAS I I GENERATOR \ x x x x x x I I ( DIESEL I (4) NEW VERIZON WIRELESS GPS UNITS x �-— — —— — x L SECURED TO NEW WEATHER CANOPY T/E TAS TAS TATE TAS TAS TAS TAS TAS TA TAS AT/E T/E \ '�4 L / \ ° X X X X X AREA OF WORK / (12) NEW 7/8"0 VERIZON WIRELESS ANTENNA COAX CABLES I x I ; e �° I x NEW VERIZON WIRELESS ELECTRIC METER AND ROUTED UP WITHIN THE EXISTING CONCEALMENT POLE I w ( x DISCONNECT SWITCH MOUNTED TO BACKSIDE OF x I o i BATTERY I EXISTING H-FRAME-METER BANK cv I I x I EXISTING AT&T COMPOUND A-100 0 MoD I x x I I N s8x x H ir/ Veles �xEXISTING F.D. WHIP ANTENNA, TYP. NEW 6'-0" HIGH FENCE WITH (1) 4'-0" WIDE GATE. REFER TO DETAIL I l 3/A-101.00 I I � � i BATTERY I / x � I EXISTING F.D. ANTENNA CABLES TO BE RE-ROUTED THROUGH CABLE (3) NEW MAIN DISTRIBUTION BOXES I ENODE I EAST MARION PORT ON EAST SIDE OF PORT. MOUNTED TO NEW H-FRAME. REFER 1=_ TO DETAIL 1/A-102.00 x I MDB MDB MDB I I 30'-0" f AGL_O_ I x x � NEW ELEVATED CABLE ICE BRIDGE FOR (12`) NEW 7/8"0 I OF F.D. WHIP ANTENNA MOUNTS SECTOR VERIZON WIRELESS ANTENNA COAX CABLES I ° x x xX 65 9245 MAIN ROAD --J (4) NEW VERIZON WIRELESS GPS UNITS SECURED TO NEW I NEW 6'-0" HIGH FENCE WITH (1) 4'-0" WIDE GATE a EAST MARION, NEW YORK 11939 WEATHER CANOPY 10'-6" t AGL NEW VERIZON WIRELESS EQUIPMENT CABINETS SET ATOP I TITLE: NEW CONCRETE PAD WITH NEW WEATHER CANOPY ABOVE I TOP OF NEW. VERIZON WIRELESS GPS UNITS NEW ELEVATED CABLE ICE BRIDGE FOR (12) NEW 7/8"� ENLARGED EQUIPMENT PLAN VERIZON WIRELESS ANTENNA COAX CABLES 9'-0" f AGL EXISTING 110' HIGH F COMP _ WEST ELEVATION AND DETAILS NEW VERIZON WIRELESS 50KW DIESEL GENERATOR WITH TOP OF NEW. VERIZON WIRELESS WEATHER CANOPY R COMPATIBLE CONCEALMENT SOUND ENCLOSURE ATOP NEW CONCRETE FIAD (RFCC) POLE WITH (3) NEW VERIZON WIRELESS ANTENNAS AND (6) DIPLEXERS WITHIN - 6'-0" f AGL DATE: FEBRUARY 18, 2015 w :: TOP OF NEW. CHAIN LINK FENCE PROJECT NO: 14-10837 0 i El 0'-0" 35' f AMSL EXISTING F.D. EQUIPMENT CABINET EXISTING ELECTRICAL TRANSFORMER DRAWN BY: CPK GRADE CHECKED BY: TM Q� EXISTING MESASPAN CABINET AND TN �) SSC, 9� PULLBOX BELOW DRAWING NO: AS NOTED NOTE: WEST ELEVATION NEW PLANTINGS NOT SHOWN FOR CLARITY. o, 51 20' ENLARGED EOUIPMENT PLAN 2'-8" 5'-4"22-B -5'-4" 00000 '-4" 1 2 » NORTH SCALE = 1 " = 10 1„=10 -0•• SCALE = 3/16 = 1 -0 3/16"=1 P—Opf SHEET NO: 3 OF 7 STRUCTURAL STEEL NOTES GENERAL NOTES 1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO LOCAL ORDINANCES, BUILDING CODE OF NEW YORK 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL, n STATE, AND THE LATEST EDITIONS OF THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR STATE, AND FEDERAL, LAWS, ORDINANCES, AND REGULATIONS WHEREVER APPLICABLE. BUILDINGS AND THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED MEMBERS. CONTRACTOR SHALL COORDINATE AND ARRANGE ALL THIRD PARTY SPECIAL INSPECTIONS REQUIRED UNDER NYS BC CHAPTER 17. 2. ALL STEEL SHALL RECEIVE ASTM A525 HOT-DIPPED GALVANIZED COATING APPLIED AT 1.25 OZ./SQ.FT. STRUCTURAL STEEL SHALL ""' '" CONFORM TO ASTM GRADE DESIGNATION A992, GRADE 50 (STANDARD STRUCTURAL SHAPES) OR A500, GRADE B (STRUCTURAL TUBING). 3. 2. EACH CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND TO HAVE 1 8'-6" g'_6" GROUT FOR STEEL BASE AND BEARING PLATES SHALL BE OF A NON-METALLIC, NON-SHRINK COMPOSITION. VERIFIED ALL EXISTING CONDITIONS PRIOR TO SUBMISSION OF BID. I 01 4. SHOP AND FIELD CONNECTION NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE WELDED OR BOLTED. ALL BEAMS TO GIRDER " } 3. IN ALL CASES, DRAWINGS SHALL NOT BE SCALED FOR INFORMATION. FIGURED ' LINE OF NEW CONC. DASHED LINE 2A3 SHEAR CONNECTIONS SHALL BE TWO-SIDED. WEB-ANGLE CONNECTIONS PER AISC SPECIFICATIONS, LATEST EDITION. : .. ;k;oy;::� ;• , ; , DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. a EQUIPMENT PAD BELOW REPRESENTS NEW A-101 ' .: CANOPY ABOVE 5. ALL WELDING SHALL COMPLY WITH THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE STANDARDS. WELDING SHALL ,.:r�.; ;. • ; ,,..E':r°�>::'` .'. BE SUPERVISED AND INSPECTED BY AN APPROVED INSPECTION AGENCY AND LICENSED PROFESSIONAL ENGINEER RETAINED BY THE 4. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS CONTRACTOR. SAID ENGINEER SHALL FILE ALL NECESSARY INSPECIIION REPORTS AND AMENDMENTS, AS REQUIRED BY LOCAL CODES WITH AND JOB CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, -- - - , W6 X 15 W6 X 15 COPIES TO THE ARCHITECT. PROVIDE A COPY OF THE WELDERS CERTIFICATION. ALL WELDING IS TO BE PERFORMED WITH E70XX CONFLICTS AND/OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY ELECTRODES, UNLESS OTHERWISE NOTED OR REQUIRED. REMOVE ALL DIRT, GREASE, PAINT AND BURRS WITHIN 3 OF ALL WELDS. ALL BEAM COMPLETION OF THE WORK. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND �•:��,::?... '_. '�'`° ` m m m I SPLICES SHALL DEVELOP THE FULL STRENGTH OF THE MEMBERS BEING JOINED.� CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY� A R C H I T E C T S 6. ALL WELDS NOT SPECIFICALLY CALLED OUT ON THE DRAWING SHALL BE THE MINIMUM WELD SIZE, AS SPECIFIED BY THE AISC ARISING THEREFROM. MANUAL, LATEST EDITION. (SEE NOTE #10 FOR ADDITIONAL CRITERIA.) 5. ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE, OR 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 7. BOLTED CONNECTIONS SHALL BE FRICTION-TYPE USING GALVANIZED HIGH-STRENGTH, 3/4" DIAMETER, A-325 BOLTS SET IN 13/16" MATERIAL DESIGNATION ARE NEW, UNLESS OTHERWISE NOTED. P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com d ( DIAMETER HOLES, IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR STRUCTURAL JOINTS, LATEST EDITION. MINIMUM WEB CONNECTIONS) ,�• --.� SHALL HAVE (2) BOLTS6. ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE . FEC) A,Q x x x I MANUFACTURERS LATEST PRINTED SPECIFICATIONS, AND WITH ALL APPLICABLE CODE nEr��Cy� r, I t 0 8. ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE REVIEWED AND APPROVED BY THE ARCHITECT. HOWEVER, THE REQUIREMENTS. O �A , �9�0 \4x I _I I ARCHITECT SHALL BE THE SOLE JUDGE OF ACCEPTABILITY, AND CONTRACTORS' BID SHALL ANTICIPATE THE USE OF ALL DETAILS AS SHOWN x N 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE x 1 M J I ON THE DRAWINGS. ANY APPROVED ALTERNATE DETAIL(S) SHALL BIE INCORPORATED INTO THE WORK AT NO EXTRA COST TO THE OWNER. PRACTICES. EACH TRADE SHALL COOPERATE WITH OTHER TRADES TO FACILITATE JOB :` } 4r -I * _jJ 9. CONNECTIONS SHALL BE DESIGNED FOR THE LOADS INDICATED ON THE CONTRACT DRAWINGS. WHERE MEMBER REACTIONS ARE NOT SCHEDULING AND COMPLETION. �' - ?' J. SHOWN BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT A VERTICAL SHEAR EQUAL TO 50% OF THE TOTAL UNIFORM LOAD CAPACITY (3) NEW LIGHT FIXTURES I OF THE BEAM, LATERALLY SUPPORTED, OR THE SHEAR CAPACITY OF THE WEB, WHICHEVER IS GREATER. 8. PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE SECURED TO UNDERSIDE OF CANOPY, OPERATED BY NEW I I STANDARD OF CONSTRUCTION. ITEMS OF EQUAL QUALITY MAY BE SUBMITTED FOR I TIMER SWITCH. SEE DETAIL I 10. STRUCTURAL CONNECTIONS SHALL BE SNUG TIGHT IN ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS THE ARCHITECTS REVIEW. CONSULTANT: AZA-101.00 i "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", UNLESS OTHERWISE NOTED. 9. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJOINING m m �Af 11. BOLTS IN SLIP-CRITICAL CONNECTIONS SHALL BE FULLY PRETENSIONED BY THE TURN-OF-NUT METHOD IN ACCORDANCE WITH THE REMAINING AREAS AS A RESULT OF HIS WORK, AND SHALL REPAIR DAMAGED Y Y iRESEARCH COUNCIL ON STRUCTURAL CONNECTIONS "SPECIFICATION) FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". SURFACES TO THEIR PRE-EXISTING CONDITIONS OR AS MAY BE REQUIRED TO W6 X 15 W6 X 15 12. ANCHOR BOLTS SHALL BE TENSIONED BY THE TURN-OF-NUT METHOD AFTER GROUTING OF BASE PLATES. COMPLETE THE ENTIRE SCOPE OF THE WORK. _ - ------------ - ------------- 13. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTIING AND/OR NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE 10. ALTERATIONS TO EXISTING WORK SHALL BE PATCHED AND FINISHED, AS REPORTED TO THE OWNER AND THE ARCHITECT PRIOR TO REMEDIAL ACTION. ANY SUCH ACTION SHALL REQUIRE THE ARCHITECT'S NECESSARY, TO MATCH EXISTING CONTIGUOUS SURFACES OR NEW FINISHES SHOWN. 2A2 APPROVAL, AND THE CONTRACTOR WILL BE FULLY RESPONSIBLE F'OR ALL CORRECTIVE MEASURES AT NO ADDITIONAL EXPENSE TO THE 2A1 A-101 OWNER. 11. AT THE COMPLETION OF EACH WORKDAY, EACH TRADE SHALL BE RESPONSIBLE W__10 117 FOR CLEANING UP THEIR WORK. RUBBISH REMOVAL SHALL BE DONE IN A DUST TY0 14. THE CONTRACTOR SHALL SUBMIT 24x36 SHOP DRAWINGS FOIR STRUCTURAL STEEL AND METAL GRATING FOR REVIEW BY THE GALV. STEEL COLUMN INHIBITIVE FASHION, AND THE JOB SITE SHALL BE FREE OF ALL DEBRIS AND BROOM WITH 6"x6"x1/2" GALV. STL. ARCHITECT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS, AND ASSUME FULL RESPONSIBILITY FOR CLEAN UPON COMPLETION. BASE AND CAP PLATES, TYP. DIMENSIONAL CORRECTNESS AND FIT. NO STRUCTURAL DRAWINGS ARE TO BE REPRODUCED FOR USE AS SHOP DRAWINGS. CONTRACTOR NO. DATE SUBMISSION DENOTES SPAN OF 22 GA. 3" OF (3 ) ON CONC. PAD SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE LOCATION OF MISCELLANEOUS OPENINGS AND RECESSES. 12. CLEAN ALL FLOORS, WALLS, DOORS, MISC., GLASS, ETC. LEAVING JOB FREE OF 1 4/30/15 FOR REVIEW GALV. STEEL ROOF DECK, TYPE NS 15. TEMPORARY BRACING SHALL BE INTRODUCED WHEREVER NECESSARY, TO ACCOMMODATE ALL LOADS WHICH THE STRUCTURE MAY BE DUST AND DEBRIS, PRIOR TO PROJECT COMPLETION. 2 5/18/15 ISSUED FOR FILING AS MANUFACTURED BY UNITED SUBJECTED TO DURING CONSTRUCTION, INCLUDING ANY EQUIPMENT AND THE OPERATIONS) OF SAME. SUCH BRACING SHALL BE DESIGNED STEEL DECK OR APPROVED EQUAL. AND INSTALLED BY THE CONTRACTOR, SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY, AND THEN REMOVED UPON 13. EXISTING EQUIPMENT AND MATERIALS TO BE REMOVED, WHICH ARE NOT FASTEN DECK TO STEEL WITH #12 COMPLETION OF PERMANENT INSTALLATION(S). S.S. OR GALV. STEEL SELF DRILLING REQUIRED TO BE RELOCATED OR RETAINED BY THE OWNER, SHALL BECOME THE TEK SCREWS @ 8" O.C. MAX. 16. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE PREMISES. CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, CLEARANCES, ETC. WITH THE WORK OF OTHER TRADES. THE TRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS, COOPERATE WITH OTHER TRADES, PROVIDE A COMPLETE JOB, AND TAKE CARE 14. INDICATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT THAT GOOD WORKMANSHIP PREVAILS DURING ERECTION OF STRUCTURAL FRAME. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT. INTENDED TO SHOW ALL ITEMS WHICH MAY REQUIRE REMOVAL. SUCH ITEMS SHALL 0' 1'-4" 2'-8" BE REMOVED, RELOCATED, AND/OR REINSTALLED, AS REQUIRED FOR INSTALLATION CANOPY FRAMING PLAN (3 17. ALL STEEL WORK SHALL BE COMPLETED PRIOR TO SETTING 'THE EQUIPMENT CABINETS OR EQUIPMENT SHELTER. OF NEW WORK. 1 SCALE = 3/8" = 1 '-0" 3/8" = 1'-0" NORTH 18. TOUCH-UP FOR GALVANIZED COATING SHALL BE COLD-APPLIED GALVANIZED PAINT IN ACCORDANCE WITH FS TT-P-645. 15. ALL CONCRETE USED FOR ON-SITE CONSTRUCTION SHALL BE AIR ENTRAINED, MINIMUM 4,000 PSI AT 28 DAYS, AIR ENTRAINED FROM 4% TO 5%. NO. DATE REVISION 1 5/8" O.D. TOP KEY PLAN: 4'-0" RAIL LIGHTING FIXTURE SCHEDULE PROVIDE ALIGN f9'-0" A.F.G. r, DIAGONAL MICROFLECT B509 PIPE HEAD THROUGH NO.LAMP TOP OF NEW BRACES AS MFG. & CAT. N0. FIX. WATT LAMP TYPE FINISH MOUNTING HT. 0 BOLTED TO MOUNTING PIPE BELOW. VERIFY WATT _. WEATHER CANOPY r-- REQUIRED, TYP. � i + EXACT HT. IN FIELD. RAB LIGHTING + i NEW 1-1/2" 20 GA. TYPE L + TENSION BAR. 150 PAR-38 1 GRAY SURFACE MTD. �' 'B' GALV. ROOF DECK. TACK MICROFLECT 8502 GRATING TYPE CABLE H101 B oor WELD TO NEW SUPPORTING -� BRIDGE CHANNEL SECURE TO PIPE HEAD ' i STEEL 1 LATCH WITH MOUNT WITH MANUF. RECOMMENDED O O NEW GALV. STEEL W6x15 1 PADLOCKING HARDWARE. PROVISIONS. O O 01 L3x3x1/4" BRACING AT ANTENNA CABLES ROUTED ALONG ICE BRIDGE O O UNDERSIDE OF DECK 1 -6 2 DIA. GATE UTILIZING MICROFLECT B502 TAP IN INSERTS =0 ~r A ' NEW 6"x6"x1/2" GALV. STEEL a FRAME. 3'x/8" S/S THREADED ROD, B1910 CROSS AND O O 7't j PLATE SECURED TO NEW I VWAVEGUIDE CUSHION HANGER ASSEMBLIES. 17.8 cm 1 5 s/ 00 Lj W6x15 WITH (4) 3/4"0 A325 C° O =0 NOTE: .' 4 14.3 cm BOLTS, TYP. 2" DIA. BRACE u ALL LIGHTS TO Lt BE FULLY t`` AREA OF WORK (TYP) ADJUSTMENT BOLTS. / NEW 3"Q1 GALV. STEEL w • SHIELDED AS y U ;t _00 COLUMN WELDED TO NEW z N REQUIRED BY s L 3 X 3 X GALV. ¢ MIICROFLECT B130 3 1/2 GALV STEEL SCH 40 w THE TOWN OF 1/2" THICK BASE PLATE STL. ANGLE 3" O.D. GATES PIPE MOUNT SET IN CONCRETE BASE AS Q SOUTHHOLD 1` J > 1 NEW6"x6"x1/2" GALV. STEEL (1) 3/4"0 A325 BOLT. U POSTS. INJDICATED. SEE MANUFACTURERS SPECIFICATIONS FOR RECOMMENDED SPACING. PLATE SECURED TO NEW TYP. N �� •1 1/4" CONC. PAD WITH (4) 1/2"0 1 5/8" O.D. WATERPROOF SEALANT `O z 1 HILTI KWIK BOLT II EXPANSION 3/8" TAB WELDED TO - BOTTOM RAIL 3' ANCHORS (3-1/2" MIN. POST/BEAM (TENSION WIRE 3i/4" CHAMFER 7.6cm s - EMDED.), TYP. OF (4) PLATES I . I I. 1'-0"� SONOTUBE I I I .'I OPTIONAL). Vf0Vfl7-,, wireless CONTRACTOR SHALL TRIM SONOTUBE -•�: . I FORMED CONCRETE I ..°I I ) DOWN TO GRADE AFTER CONCRETE z I I I FOOTINGS. FENCE FABRIC SHALL BE HAS CURED. NEW VERIZON WIRELESS I .°I I J l,. I I',:I GALVANIZED STEEL MESH 9 EQUIPMENT PAD I ,I I`T- I ' I I.°. I PAINT PORTIONS OF POST TO BE VERTICAL SECTION 'Al' TYP. KNEE BRACE 'A3' `i ,I I POST TO REO EMBEDDED . I I, FENCE POSTS ,SHALL NBE 2 �r\\j\\ ° /\\ EAST MARION IN CONCRETE WITH I.'. I EMBEDDED IN CONCRETE WITH j\/j \//� OUTDOOR LIGHT FIXTURE DETAIL 1/4 OUTSIDE DIAMETER. C;UT-BACK ASPHALT PAINT TYPICAL. \\ \\ , CUT-BACK ASPHALT I . I I °I GALVANIZED STEEL, SCHEDULE ' ��/// /x PAINT, TYPICAL. ( : u I 40. TOP AND BOTTOM RAILS \\\ j� SCALE = 1 " = 1 '-0" SHALL BE 1 5/8" OUTSIDE POURED CONCRETE FOOTING, SET PIPE /\ \�� DIAMETER SCHEDULE 40. MIOUNT AS INDICATED WITHIN. FENCE POSTS SHALL BE CONTRACTOR TO 'DE-WATER' TRENCH AS 'i\\ /\ NEW 1-1/2" 20 GA. TYPE 'B' NEVN VERIZON WIRELESS 1 -0 SPACED A MAXIMUM OF REQUIRED DURING INSTALLATION OF �\ ° ° \//\ GALV. ROOF DECK 9245 MAIN ROAD EQUIPMENT PAD 4" THK. LAYER OF 3/4" STONE OR '. •• CONCRETE TO ENSURE PROPER \ //\% GRAVEL. 10 -0 INCHES ON CENTER. \ \/\\ I EAST MARION, NEW YORK 11939 INSTALLATION STRENGTH. j /j\/ NEW GALV. STEEL W6x15 1 5/8 BOTTOM RAIL. CHAIN LINK FENCE SYSTEM \\ d°: //\� ot 9'-0» NEW YO GALV. STEEL MIRASCAPE FILTER FABRIC TYP. WITH PERMAHEADGE VISION UNDISTURBED EARTH. \\ o. \\�� T.O. CANOPY COLUMN WELDED TO NEW BLOCKING/ ANTI CLIMB SLATS �// TITLE: 1' 1/2" THICK BASE PLATE 4" STONE OR GRAVEL. j\ °-° °. � CANOPY FRAMING PLAN 6" 1,2" 0 SONOTUBE FORMED j\ ' 4 . /� AND DETAILS �� �� CONCRETE BASE. \// P-1000 UNISTRUT SECURED TO NEW 1/410 2x6 PRESSURE /j ° ° /% W6x15 GALV. STEEL WITH 3/8"0 S/S NEW 6"x6%1/2" GALV. STEEL TREATED LUMBER SET / I I � \� \ \\ \� PLATE SECURED TO NEW 12" OUTSIDE OF NEW \\ ." I I.". \ `/ HARDWARE, TYP. t° CONC. PAD WITH 4 1 2"0 FENCE LINE. / % �/ d °.. °.a /\ - _ DATE: FEBRUARY 18, 2015 ( / \ O I I a /\// ° d \//\ 0 HILTI KWIK BOLT II EXPANSION `/ FURNISH AND INSTALL SWING NOTE: \\/\\ \ PROJECT NO: 14-10837 ANCHORS 3-1 2" MIN. 1'-0"O SONOTUBE FORMED `I I:. GATE AND ALL NECESSARY (PROVIDE A MINIMUM OF (2) \// \ \ \ \ \ \� TYPICAL UNISTRUT ANCHORS TYP. OF (4) PLATES CONCRETE FOOTINGS. r�\� � 1 I ��//j\ \\//j\//�\//j\/ //j�/j 3/8" GALV. STEEL HARDWARE DRAWN BY: CPK 1 ' PRESSURE TREATED . '.I I' . REQUIRED TO PROVIDE ARS SUPPORT POSTS PER TRAY SECTION. ,�„ OTE: CHECKED BY: TM WOOD STAKE AT 4' O.C. �' COMPLETE CHAIN LINK GATE 2 UNISTRUT P1000 TO BE HIGH PLAN AT CANOPY POST 'A2' \� ! INSTALLATION. STRENGTH HOT-DIPPED ANDREWS SNAP-IN CLIPS SCALE: AS NOTED NEW CONCRETE FOOTING. / GALVANIZED. NEW CABLES VERIZON WIRELESS ANTENNA DRAWING NO: C DETAIL EQUIPMENT C CAB CANOPY POST DETAILS CHAIN LINK FENCE E IPMENT ICE BRIDGE DETAIL LE/ CONDUIT SUPPORT AT CANOPY - SCALE = 1 1 2" = 1 '-0" � SCALE = 1/2"=V-0" � SCALE = 1 " = 1 '-0" SCALE = 1 1 2" = 1 '-0" SHEET NO: 4 OF 7 / / "77 CROSSBAND COUPLER MANUFACTURER: RFS ' ftl` MODEL FD9R6004 1 C-3L W- . ` b't, OUTDOOR CABINETS NEW TOP OF CANOPY 1.5" ,. ' 5.8" ALCATEL-LUCENT LIGHTRADIO 411 " CABINET s: 2 2-7/8" PIPES (3 O.D.) © 9712 OUTDOOR CABINET ""° F�,,. °„• '° ” " / ) FRONT7. FULLY WELDED TO BASE PLATE "Lo fN CUT TO REQUIRED LENGTH (6 I I f z F HYBRIFLEX FOR ALPHA, BETA N i i PLAN VIEW >,. 3 8" DIA FLAT AND GAMMA SECTORS EXTEND TWO (2) 3" EMT NOTES: WASHERCONDUITS FROM TOP OF FRONT VIEW SIDE VIEW BATT 3 8" DIA U—BOLT (TYP) 3 8" DIA TROUGH AND TERMINATE AT 1. ALL RAYCAP MAIN DISTRIBUTION BOXES G—BOLTS TO BE SIZED r ACCORDING ANTENNA N T CANOPY CEILING CABLE SHALL BE MOUNTED AT 48" A.F.F. PIPE DIAMETER PROPOSED RAYCAP MAIN MOUNTING MEASURED AT THE CENTER OF THE UNIT. DISTRIBUTION BOXES MOUNTED TO NO OBSTRUCTIONS DIRECTLY ABOVE THE , o ' , a> SHELTER INTERIOR WALL. (NUMBER DISTRIBUTION BOX SO THAT THE COVER _:.'"' '''' '` (::k•,_ I::3..,'. ''_.. OF MAIN DISTRIBUTION BOXESCAN BE REMOVED. SUBJECT TO CHANGE BASED ON CONTRACTOR PROVIDED AND 2'-2" 2'-6' 2'-2" INSTALLED (NEMA 1 2'-4 1/2' ;: . ._. PROPOSED PIPE SPECIFIC SITE REQUIREMENTS) 10"X10"X18" TROUGH MOUNTED 2. ALL UNISTRUT (1-5/8" DEEP) SHALL CONCEALMENT POLE STRUCTURE ON SHELTER WALL BE SIZED TO ACCOMMODATE BOTH CONDUIT INSTALLS, 12" MINIMUM. .. `°.:_" A R C H I T E C T S (2) GALV. STEEL PIPE CLAMPS PLAN VIEW ° ° 3. ALL HARDWARE SHALL BE STAINLESS STEEL. 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 1-5/8- HORIZONTAL EE 3 3" EMT EXTEND THREE P. 631.689 �0. F. 1 4 63 .689.8 59 www.wfcaia.com ( ) 4 0 UNISTRUT PART 0 I #P1000T ATTACHED TO CONDUITS FROM TOP OF 4. REMOVE TWO (2) 2-1/2" BLACK 2'-4 1/2' 2'-5 1/2" PROPOSED PIPES, TROUGH AND TERMINATE AT HYBRIFLEX CABLE COMPRESSION FITTINGS ''`: CUT TO REQUIRED LENGTH ° BOTTOM OF UPPER TROUGH SUPPLIED WITH THE RAYCAP BOX AND ea. ;I' ° ° P�pE,q \\ (TYP FOR 2) INSTALL TWO (2) 2-1/2" EMT CONNECTORS AND BUSHINGS BETWEEN 0 0 THE RAYCAP BOX AND THE TOP <1< ;Eg;arco Go ® alo ' rt.r (' PROVIDE TWO (2) 2-1/2" GRS TROUGH. NEW DIPLEXER SECURED TO ` aa .. 6" MIN 6' MIN NIPPLES AND MYERS HUBS CONCEALMENT POLE '� °. '� .,.ap;o:. `� BETWEEN THE RAYCAP BOX AND 5. EXTEND #2AWG INSULATED, STRANDED, STRUCTURE ° el THE TOP OF THE EXTERIOR COPPER CONDUCTOR, BOLTED FROM BASE (TYP. FOR 6) TROUGH. AND BOND TO GROUND RONG. 6. PULL STRING SHALL BE TERMINATED t '15 INSIDE OF SHELTER AND TROUGH BOXea FOR ALU USE. HYBRIFLEX, POWER AND FIBER CONTRACTOR PROVIDED ANDLVI ....... _ _ UNISTRUT CAP (TYP) ri i f 1_1 =7 zi INSTALLED WEATHERPROOF (NEMA 3R) 10"X10"X6'-0" � 'k= ° CONSULTANT: TROUGH MOUNTED ON UNISTRUTIr FRONT SIDE ELEV FRONT SIDE ELEV REAR ELEV Ir ELEV COMPACT COMPACT 3/16" CONCRETE PAD ELEV COMPACT _P' 2,432 LBS. CABINET CABINET CABINET 8"X8"x1/2" BASE PLATE EXTEND #2AWG INSULATED, (STACKED) SACKED STACKED BOLTED TO CONC. SLAB TYP. ELEVATON STRANDED, COPPER CONDUCTOR 180KG 180KG 180KG AND BOND TO GROUND RING 1/2" DIA BOLT (TYP FOR 4 PER BASE PLATE) HORIZONTAL UNISTRUT, PART 6 CIRCUIT # P1000T ATTACHED TO #1 PROPOSED PIPES, CUT TO REQUIRED LENGTH (TYP FOR 4) NO. DATE SUBMISSION (2) 2-7/8" PIPES (3" O.D.) 1 4/30/15 FOR REVIEW FULLLY WELDED TO BASE PLATE CUT TO REQUIRED LENGTH 2 5/18/15 ISSUED FOR FILING -V 0A M CONTRACTOR PROVIDED AND INSTALLED 1/2" DIA BOLT WEATHERPROOF (TYP FOR 4 PER BASE PLATE) .. (NEMA 3R) O 0"X10'X6 -0" TROUGH MOUNTED ON TYPICAL MAIN DISTRIBUTION BOX MOUNTING AT GRADE 8�X8"XB LTEDATO CONC. UNISTRUT DIPLEXER DETAIL BATTER CABINET DETAIL 9712 ENODE EQUIPMENT CABINET DETAIL 1 SCALE = N A SIDE VIEW SCAL = — " — '— " — " — " / E N.T.S. SCALE — 1/2 — 1 0 SCALE — 1/2 — 1 —0 NO. DATE REVISION KEY PLAN: ANTENNA MANUFACTURER: AMPHENOL GPS MANUFACTURER: PCTEL EXISTING RF COMPATIBLE ANTENNA NOTES: 4-Lines 1 Antenna MODEL NO.: CWWX063X25G00 (700/AWS/PCS) MODEL NO.: GPS-TMG-HR-26N CONCEALMENT POLE BY OTHERS CABLE: SECTORS - 7/8" DIA. CABLE (UP TO 100') SECTORS - 1 1/4" DIA. CABLE (UP TO 200') .63 LBS/FT. 12.0" 'I - 7'1 - O 100'-0"f AGL SECTORS - 1 5/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. 3.2 T.O. ANTENNA CAVITY o 0 o GPS - SHELTER MECH DOWN CABLES / CABLE 700/.850-FACS/AWS Ln TYPE No. TYPE WEIGHT AZIMUTH TILT DPLXR ANTENNA LENGTHS 99'-6"f AGL �76 LTE/PCS/AWS Al CWWX063X25G00 41.0 LBS. 65' 0' Y (4) 7/8" 160' • • T.O. OF NEW VERIZON WIRELESS SECTOR ANTENNAS LTE/PCS/AWS B1 CWWX063X25G00 41.0 LBS. 228' 0' Y (4) 7/8 160 ' 4 + AREA OF WORK / ' Al EXISTING REMOVABLE COVER FOR LTE/PCS/AWS G1 CWWX063X25G00 41.0 LBS. 342' 3' Y (4) 7/8" 160' ° ANTENNAS , GPS UNIT 00 Do UNITS: GPS-1 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" 0) °' GPS-2 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" GPS-3 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" _ - o of > GPS-4 GPS-TMG-HR-26N 0.6 LBS. CANOPY 95'-6"f AGL (1) 1/2" ® ' wireless OF NEW VERIZON WIRELESS o u SECTOR ANTENNAS D EXER -DPal=x-R NOTES PA PA 1. ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY CONTRACTOR TO VERIFY IN FIELD EAST MARION TRUE NORTH PRIOR TO SECTOR ANTENNA INSTALLATION. (3) NEW VERIZON WIRELESS 12.0 ANTENNAS AND MOUNTING2. PROVIDE DOWNTILT AND MOUNTING BRACKETS FOR MOUNTING UP TO A 3-1/2" O.D. GALV. BRACKETS (TYP.) STEEL PIPE. THE MODEL NUMBERS FOR THE RESPECTIVE ANTENNAS EMPLOYED ON THIS - -- - -- • -- -- • --- • -- -- -- . —• • -- • •-a- . -..- . .—. . .— . ... PROJECT ARE #-919011 9245 MAIN ROAD EAST MARION, NEW YORK 11939 (6) NEW DIPLEXERS SECURED TO 3. INSTALL GPS UNITS AS INDICATED. ANTENNA MOUNTING HARDWARE AS RECOMMENDED BY FRONT VIEW SIDE VIEW TOP VIEW EXISTING ANTENNA MOUNTING MANUF. VERIFY EXACT MOUNTING LOCATIONS WITH VERIZON WIRELESS RF ENGINEER. POLE (TYP.) NOTE: ANTENNA MODELS ARE SUBJECT TO CHANGE, BASED TITLE: 4. ADHERE TO MANUFACTURES MINIMUM BENDING RADIUS AND RECOMMENDATIONS FOR ANTENNA UPON AVAILABILITY AT THE TIME OF APPROVAL CABLE INSTALLATION (TYPICAL FOR ALL ANTENNA CABLES) u.. E_ ANTENNA AND EQUIPMENT INFO . . +i t-y� R PA PA 5. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION LINES WITH 90'-0"f AGL o 0 o BRASS TAGS DENOTING COLOR CODE AND SECTOR. B.O. EXISTING ANTENNA CAVITY DATE: FEBRUARY 18, 2015 PROJECT NO: 14-10837 6. PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY INSTALLATION OF ANY ITEMS WITHIN THE SCOPE OF WORK WITH NEW MATERIALS TO MATCH, ALIGN AND BE CONTIGUOUS DRAWN BY: CPK WITH EXISTING SURROUNDING SURFACES CHECKED BY: TM LTE-7c tTE.Aa s t rE-ESS SCALE: AS NOTED fRAMF F#�A}o1E F A41; DRAWING NO: on ANTENNA MOUNT DETAIL ANTENNA INFO - Am 1 02o00- 5 SCALE = N.T.S. SCALE = N/A SHEET NO: 5 OF 7 '1151 will vlmp_, / 3'-2-5/16' "A''. q g s £, � •rye ;� �' 8 e • ° • • 8 • e • o o • ,: • • • • Ir LEGEND 0 3 O MOTION GALVANIZED COMPANY STEEL INSULATED BGROUND BARAR BY RIC A R C H I T E C T S !E !E 4" ° o (2) WALL MOUNTING BRACKETS (ADD SUFFIX BIM) 12.1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 o ° P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com J Jo o ° o O3 (2) INSULATORS (ADD SUFFIX BI) 0 ° < o 0 0 ,„...........�_� ° > o ° ° ° 4 #2 AWG SOLID OR STRANDED COPPER WIRE 0 0 ° o ° ° o 0 0 '' BOND TO GROUND BAR, ROUTE IN DOWNWARD M M D y i i o o DIRECTION TO WATER SERVICE ENTRANCE PIPE °0 a0 o ° OR BUILDING STEEL. NOTE: �. �. 001. FOR TWO HOLE LUGS W/ SPACING O OTHER THAN THE PRE—DRILLED, THE CONTRACTOR SHALL DRILL THE " 34A BAR IN THE FIELD. FULL SIZE or: V-3-1/16" BOLTS SHALL BE USED TO ATTACH ~' CONSULTANT: LUGS TO THE GROUND BAR. 210 GAL. O 210 GAL. O 1 210 GAL. 1 FUEL TANK FUEL TANK N FUEL TANK N 8'-5 1/16" REAR VIEW (INTAKE) SIDE VIEW FRONT VIEW NOTES: 1. APPROXIMATE WEIGHT: 1920 LBS. (DOES NOT INCLUDE DIESEL TANK OR ENCLOSURE) 2. FUEL TANK: UL LISTED DOUBLE WALL WITH 125% CONTAINMENT NO. DATE SUBMISSION 3. FUEL TANK CAPACITY: 210 GALLONS 4. ENCLOSURE: LEVEL 3. 190 MPH WIND RATED 1 4/30/15 FOR REVIEW 2 5/18/15 ISSUED FOR FILING MODEL NUMBER MTU 4RO113 DS50 GENERATOR DETAIL- GROUND BAR DETAIL - SCALE SCALE = N.T.S. SCALE = N.T.S. VERIZON WIRELESS ` EQUIPMENT COMPOUND :: NOTE E1 NO. DATE REVISION NOTE E3 50KW DIESEL ENGINE DRIVEN GENERATOR NOTE E4 WITH WEATHERPROOF HOUSING INSTALLED KEY PLAN: H—FRAME ATOP CONCRETE PAD. GENERATOR SHALL H—FRAME o� a (EXISTING) BE FURNISHED BY VERIZON WIRELESS AND INSTALLED & WIRED BY THE (NEW) CONTRACTOR. b VW 200 2001 ' a T MOBI E� b GRADE NOTE E7 NOTE E2 • . . NOTE E6 �a CONTROL EXISTING PANEL CB PSEGLI J 4" \ 1—PHASE NOTE TRANSFORMER \ E5 EXTERIOR GRADE \\� / AREA OF WORK \ \� / \\/ i\ \ \ /\ \� \�\\\/\�\�\\� \ ELECTRICAL NOTES \ / \ \\%/,/,�\,,���,/,\ ELECTRICAL INSPECTION CONDUIT/WIRE LEGEND , wireless \\ \\\ / /PROTECT THREADED AREA \\ /208V, 0, (EXISTING) \/ / \\/FROM DAMAGE DURING O E1 120 1 3W WEATHERPROOF MULTI—METER ASSEMBLY EXISTING SHALL BE USED TO \/ SAND AFTER INSTALLATION THE ELECTRICAL CONTRACTOR SHALL PROVIDE A CERTIFICATE OF A EXISTING PRIMARY CONDUIT/CABLE SHALL BE LOCATED AND FEED THE VERIZON WIRELESS EQUIPMENT CABINETS. /\�j\�� ELECTRICAL INSPECTION FOR THE WORK FROM AN APPROVED PROTECTED DURING CONSTRUCTION. / CADWEL\/ \\ / ELECTRICAL INSPECTION AGENCY AND PAY ALL ASSOCIATED FEES. E2 NEW 225A SINGLE METER STACK WITH 2O0AMP CIRCUIT BREAKER AND ONE METER SOCKET IN A OEXISTING SECONDARY CONDUIT/CABLE SHALL BE LOCATED AND NEMA 3R ENCLOSURE. MATCH EXISTING METER STACK MANUFACTURER. 200 AMPERE, 2 POLE EAST MARION PROTECTED DURING CONSTRUCTION. CIRCUIT BREAKER SHALL BE LABELED 'VERIZON WIRELESS . \\ \/\\\GROUND\ RI\�\\/ C 2-1/2" SCHEDULE 80 PVC CONDUIT WITH 3—#4/0 + 1 — 2 E3 COORDINATE WITH PSEGLI TO SET A 200 AMP, SINGLE PHASE METER IN ACCORDANCE WITH 2 AWG / O GROUND BETWEEN THE EXISTING MULTI—METER CENTER AND THE PSEGLI'S STANDARDS. LABEL METER PAN "VERIZON WIRELESS". MAIN CIRCUIT BREAKER IN THE INTEGRATED SERVICE PANEL. /GROUND ROD UTILITY NOTE E4 INTEGRATED SERVICE PANEL (ISP) FURNISHED BY VERIZON WIRELESS AND INSTALLED BY THE \ D 2-1 2" SCHEDULE 80 PVC CONDUIT WITH 3—#4/0 + 1 _ CONTRACTOR. THE ISP SHALL CONTAIN 200 AMPERE UTILITY AND EMERGENCY CIRCUIT �COPPERWELD -YA"i\ O / #2 BREAKERS BREAK BEFORE MAKE AUTOMATIC TRANSFER SWITCH AND 42 POLE PANELBOARD ALL 9245 MAIN ROAD X 10'-0" LONG GROUND RUN 24" BELOW GRADE BETWEEN THE GENERATOR LINE ' : / THE TRANSFER SWITCH IS A BREAK BEFORE MAKE DEVICE UTILIZING HOUSED IN A NEMA 3R ENCLOSURE. ISP SHALL BE UL LISTED AND SHALL HAVE A "SUITABLE EAST MARION NEW YORK 11939 IX 10'-0" AN ASCO 300 ATS UL 1008 LISTED INTERNAL TO AN INTEGRATED CIRCUIT BREAKER AND EMERGENCY CIRCUIT BREAKER IN THE FOR USE AS SERVICE EQUIPMENT" LABEL. MINIMUM INTERRUPTING CAPACITY SHALL BE 22,000 I ( ( ) ) INTEGRATED SERVICE PANEL. SEE NOTE E7. AMPERES FULLY RATED. CONTRACTOR SHALL COORDINATE WITH PSEGLI TO DETERMINE THE SERVICE PANEL UL 891 LISTED ACTUAL AVAILABLE FAULT CURRENT AT THE POINT OF CONNECTION AND NOTIFY THE ENGINEER IF 12 — #14 (2 FOR GENERATOR START SIGNAL + 10 SPARES) RUN IN THE SPECIFIED 22,000 AIC IS NOT ADEQUATE. TITLE: 3/4" SCHEDULE 80 PVC CONDUIT BURIED 24" BELOW GRADE ELECTRICAL RISER DIAGRAM BETWEEN THE GENERATOR CONTROL PANEL AND THE AUTOMATIC E5 GROUND THE INTEGRATED SERVICE PANEL PER ARTICLE 250.32 OF THE NATIONAL ELECTRICAL \ \ / TRANSFER SWITCH. CODE. PROVIDE A #6 AWG COPPER GROUND WIRE AND 3/4" X 10' GROUND RODS (2 AND DETAILS OREQUIRED). MAXIMUM RESISTANCE TO GROUND SHALL BE 5 OHMS. PROVIDE AND INSTALL F 4 — #10 + 1 — #10 GROUND RUN IN 3/4" SCHEDULE 80 PVC ADDITIONAL GROUND RODS NOT LESS THAN 6' APART TO MEET MINIMUM GROUND RESISTANCE CONDUIT BURIED 24" BELOW GRADE BETWEEN THE WEATHERPROOF AS REQUIRED. CONTRACTOR SHALL TERMINATE THE GROUNDING ELECTRODE AT THE GROUND DATE: FEBRUARY 18, 2015 JUNCTION BOX WITHIN THE GENERATOR HOUSING AND TWO 20 BUS WITHIN THE ISP AND ENSURE THAT THE SYSTEM BONDING JUMPER HAS BEEN REMOVED. AMPERE CB'S IN THE INTEGRATED SERVICE PANEL. PROJECT NO: 14-10837 E6 PROVIDE AND INSTALL A WEATHERPROOF JUNCTION BOX WITHIN THE GENERATOR ENCLOSURE CONTAINING TWO 20A, 120V CIRCUITS. ONE CIRCUIT SHALL BE DEDICATED TO THE BLOCK DRAWN BY: CPK HEATER AND THE OTHER CIRCUIT SHALL BE USED FOR THE BATTERY CHARGER. EXTEND THE CHECKED BY: TM CIRCUITS TO THE TERMINAL STRIP WITHIN THE GENERATOR CONTROL PANEL USING FLEXIBLE CONDUIT. SCALE: AS NOTED qp E7 EMERGENCY FEEDER DESIGN IS BASED ON A 5OKW GENERATOR PROVIDED WITH A 200A TRIP DRAWING NO: LINE SIDE CIRCUIT BREAKER. THE ELECTRICAL CONTRACTOR SHALL INSPECT THE DELIVERED 00000 GENERATOR AND NOTIFY THE ENGINEER IMMEDIATELY IF THE UNIT IS PROVIDED WITH A LINE SIDE GROUNDING ROD ELECTRICAL RISER DIAGRAM CIRCUIT BREAKER LARGER THAN 200 AMPERES. 3 SCALE = N.T.S. SCALE = N.T.S. SHEET NO: 6 OF 7 777777 GROUNDING KEY NOTES 0 MASTER GROUND BARMGB " ( ) — GALVANIZED STEEL GROUND BAR BY ELECTRIC MOTION COMPANY WITH INSULATORS jj x x x x TYPICAL VERIZON 0 #2/0 AWG GREEN INSULATED SOLID OR STRANDED COPPER WIRE FROM MASTER GROUND WIRELESS ANTENNA BAR TO EXTERIOR GROUND RING (EGR). (SEE 6/A-102 FOR #2 AWG GREEN INSULATED SOLID OR STRANDED COPPER WIRE EQUIPMENT G x C Q ROUND BUSS W / TYPE) O TO (MGB), ALONG EQUIPMENT LINE AS INDICATED. „ a:.,, ANTENNA MOUNTING #6 AWG GREEN INSULATED STRANDED COPPER WIRE FROM EQUIPMENT TO EQUIPMENT O GROUND BUSS. �•,- " . �— I - - ---- ( PIPE AND RELATED x HARDWARE GENERATOR #2 AWG SOLID TINNED COPPER WIRE EXTERIOR GROUND RING EGR BURIED 42" `f" x l I I I I (EGR) BELOW Vy�. ,5;y, . 4,;�.:.,. > =t `£ ,,,.:. r;.; : • ���� : . : :,; .: ,. DIESEL I \ O GRADE, CONNECTED TO GROUND RODS THAT ARE INCORPORATED INTO THE EXTERIOR 3° GROUND RING. ALL CONNECTIONS ARE TO BE CAD WELDED AND SPRAYED WITH x COLD—GALVANIZED PAINT. A R C H I T E C T S #2 AWG SOLID TINNED COPPER WIRE FROM UNISTRUT FRAME (ELEC/TELCO RACK) TO EGR. 124 TECHNOLOGY DRIVE, SETAUKET NY 11733 \ - P. 631.689.8450 GO TOWER GROUND BAR (TGB) I F. 631.689.8459 I www.wfcaia.com #x MOM 6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE BOND JUMPERS AT ALL ICE ���=" '`'N BRIDGE CONNECTIONS. �a� ODER I � I _ BATTERY I . OI #2 AWG SOLID TINNED COPPER WIRE FROM CANOPY CONDUIT SUPPORT TO MGB.IF I O SECTOR ANTENNA GROUND BAR. (SAGB) ONE BAR PER SECTOR.. : Q � , - CD MOD II I TSP OK COAXIAL GROUND KIT (CGK) DO NOT INSTALL ON BENDS. q 1 CD �� II � I x .a y x M 1/2"m COAXIAL OL #2 AWG SOLID TINNED COPPER WIRE FROM MESA SPAN CABINET TO EGR. - 4-- z i I I 1'�'P JUMPERS CONSULTANT: ,- 0 1`\ O I I #6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE FROM EACH .I MOD I I . x O CGK TO SECTOR x A I E TYP ANTENNA GROUND BAR (SAGB). Q O C o I J ON #2 AWG SOLID TINNED COPPER WIRE FROM EACH GPS CGK TO SAGB. TA— BATTERY I D TYP p 0 2 A G SOLID TINNED COPPER WIRE FROM R MOTE SECTORANTENNA GROUND BAR O SAGB) ROUTED TO MONOPOLE GROUND BAR ((TYPICAL OF 3 . 5L8" X 10'-0" LONG COPPER CLAD STEEL VERTICAL ,GROUND ROD BURIED 42" BELOW FIN k I ENODE I x O ADJACENT ENRODS SHALL UND RODS.PLACE NOT MORE THAN 15 & NOT LESS THAN 6 APART FROM © I H COMMUNICATANTENNA ION IAEQUIPMENL CABLE T 5 8" X 10'-0" ONG COPPER ))CLAD STEEL VERTICAL GROUND ROD IN INSPECTION TEST x (I MDB MDB MDB I WELL BURIED 42�` BELOW FIN GRADE, TYP. OF (2). SEE DETAIL 3 THIS SHEET • GROUND LEAD TO MASTER GROUND BAR NO. DATE SUBMISSION # 6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE FROM COAXIAL GROUND KITS P (CGK) AT BASE OF TOWER TO TGB. (TYP FOR EACH CABLE.) 1 4/30/15 FOR REVIEW x x x xx 2 5/18/15 ISSUED FOR FLING NOTE: F A B NOTE: TE BY HAND FOR THE CONNECTIONS TO O # 2 AWG SOLID TINNED COPPER WIRE FROM NEW TGB AT CANOPY CONDIUT SUPPORT TO THIS DETAIL DEPICTS GENERAL GROUNDING E THE EXISTING TOWER GROUND RING TO ENSURE TOWER E0 AWOGUND SOLIDING. TINNED COPPER WIRE FROM MONOPOLE GROUND LUGS TO MONOPOLE METHODOLOGY FOR TDR ANTENNA INSTALLATIONS, THAT SAID GROUND RING AND GROUND LEADS 0 OU # / SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC OTHER CARRIERS ARE NOT DAMAGED GROUND RING (TGR). (TYP OF 2) ANTENNA MOUNTING O # 2/0 AWG SOLID TINNED COPPER WIRE MONOPOLE GROUND RING (TGR) BURIED 42" MIN. BELOW GRADE, CONNECTED TO GROUND RODS THAT ARE INCORPORATED INTO TGR. ALL CONNECTIONS ARE TO BE CAD WELDED AND SPRAYED WITH COLD—GALVANIZED PAINT. ® GROUNDING SYSTEM CONNECTIONS O (.E 2SAWG)SOLID TINNED COPPER WIRE FROM GENERATOR ENCLOSURE TO GROUND RING 0' 4' g' O COPPER GROUND RODS O # 2 AWG SOLID TINNED COPPER WIRE AT CANOPY CORNER POST TO EGR (TYP) GROUNDING PLAN NORTH �p1 COPPER GROUND ROD IN TEST WELL Y 2 AWG SOLID TINNED C &_S ` . # OPPER WIRE FROM NEW GAS METER TO EGR. CALE = 1/4"=V-0" 1/4 = 1 —0 NO. DATE REVISION KEY PLAN: GROUNDING NOTES 1. ALL GROUNDING SHALL COMPLY WITH THE MOST RECENT REQUIREMENTS OF 12. ALL ANTENNA MOUNTING HARDWARE TO BE GROUNDED TO APPROPRIATE ANTENNA GROUND BARS. NEC ARTICLES 250 AND 810 AND VERIZON WIRELESS STANDARD NOTES AND 13. ALL ABOVE GROUND CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS AND CORROSION 6 CAST IRON FLANGE AND 0 SPECIFICATIONS (LATEST VERSION). ( ) COVER WITH WORD 'GROUND' MONTHS AFTER INSTALLATION AND EVERY (12) MONTHS THEREAFTER 2• ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION CAST INTO COVER. AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. IT IS NOT 14. FOR DISSIMILAR METALS, USE CONDUCTORS WITH THE PROPER BIMETALLIC TRANSITION CONNECTOR ��\��i�� .l' THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO DEPICT EVERY PIECE OF BETWEEN THE TWO. EQUIPMENT AND DETAIL BUT RATHER TO SHOW SYSTEMS TO BE INSTALLED. INSPECTION HAND HOLE PROVIDE SYSTEMS WITH ALL APPURTENANT EQUIPMENT OR COMPONENTS, 15. METALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN ASSEMBLY i����i�����i���� _ �� ACCORDANCE WITH NEC ARTICLE 820-40(A)5. PROVIDE GROUND JUMPER FROM BONDING BUSHING i \ WHETHER SHOWN OR NOT, TO MAKE A COMPLETE OPERATIONAL SYSTEM IN COMPLIANCE WITH THE CRITERIA SET FORTH. TO NEAREST BAR USING # 2 WIRE AND OZ—GEDNEY TYPE HBLG BUSHINGS. GRADE 3. RESISTANCE TO GROUND SHALL BE 10 OHMS OR LESS, MAX. CONTRACTOR SHALL EMPLOY A GROUNDING EVALUATION COMPANY SUCH AS D&H SECTOR ALPHA SECTOR BETA SECTOR GAMMA ���� ��\����\���\\���\\�/\\\�/\\\ ANT/MOUNTS ANT MOUNTS ANT/MOUNTS DEVELOPMENT (515-461-2969) OR EQUAL. NOTIFY VERIZON WIRELESS \� �\� ���ii��� PROJECT MANAGER IF THERE ARE ANY SITE SOIL/RESISTANCE CONDITIONS GPS ��\i THAT MAY PRECLUDE OR HAMPER A PROPER AND COMPLIANT GROUNDING CGK ���� ��/ � AREA OF WORK / K ANTENNA K ANTENNA K ANTENNA �� �� �� ��� ��\ ��\ SYSTEM INSTALLATION. GROUNDING ARRANGEMENT SHALL BE TESTED FOR SUPPORTS SUPPORTS j COMPLIANCE WITH THE SPECIFIED CRITERIA. SUBMIT AN INDEPENDENT FALL OF CGK'S (TYP.) CGK'S (TYP.) O CGK S SUPPORTS ��j\ \\\ �\��i POTENTIAL TEST REPORT. SHOULD THE CRITERIA NOT BE MET, CONTRACTOR TYP (TYP.) \�ri ��ii�� �i��\�i��\ SHALL COORDINATE ALL ENHANCEMENT WITH THE VERIZON WIRELESS PROJECT L \j��\� GROUNDi\\\ MANAGER PRIOR TO THE COMMENCEMENT OF SUCH ENHANCEMENT WORK. 1MP TEST LOOP �� 4. FOR GROUNDING OF PREFABRICATED EQUIPMENT SHELTER, SEE SHELTER SECTOR A SECTOR B MANUFACTURER'S DRAWINGS AND SPECIFICATIONS. O GND BAR O GND BAR N O GND BAR TO THREADSD WELD 5. SEE GROUNDING SCHEMATIC FOR ANTENNA GROUNDING REQUIREMENTS. CABLE TO ROD CAD 6. ALL CONNECTIONS ARE TO BE MADE TO BARE METAL. THOROUGHLY PREPARE WELDED ( I I ate: CONTACT SURFACES TO ENSURE A PROPER CONNECTION (I.E FILE PAINTED 0 ; I wireless AREAS). PROVIDE COATING OF AN ANTIOXIDANT COMPOUND (NO—OX, OR EQUAL) TOP OF MONOPOLE SECTOR SECTOR SECTOR I I \ ON CONTACT SURFACES OF ALL CONNECTIONS, ALL BELOW GROUND E CONNECTIONS AND EXTERIOR CONNECTIONS TO EQUIPMENT SHALL BE CAD ALPHA BETA GAMMAS j I BOTTOM OF MONOPOLE E WELDED AND SPRAYED WITH COLD—GALVANIZED PAINT. ABOVE GROUND CONNECTIONS SHALL BE CAD WELDED, GROUND LUG, OR COMPRESSION FITTED. CGK'S K GK'S K CG 'S GROUND ROD COPPERWELD �f EAST MARION FOR GROUND LUG, USE STAINLESS STEEL HARDWARE CONSISTING OF TWO HOLE 3/4"PJ X 10'-0" LONG LONG BARREL LUGS WITH A LOCK WASHER THAT SHALL BE PLACED ON THE NUT. O MONOPOLE NOTE: GND BAR 7. ALL METAL OBJECTS WITHIN 6' SHALL BE GROUNDED BACK TO THE EQUIPMENT AT&T GROUNDING SIMILAR. #2 AWG SOLID TINNED GROUND RING WITH #2 AWG INSULATED SOLID TINNED COPPER WIRE. T s EXTERIOR GROUND RING 0 8• ALL BENDS, CURVES AND CONDUCTOR SPLICES SHALL BE TOWARDS THE CLEAN SAND FILL GROUND LOCATION (GROUNDED END) OF THE CONDUCTOR AND SHALL MEET OR U H � \ � � 9245 MAIN ROAD EXCEED MINIMUM BENDING RADII. GROUNDING CONDUCTORS #6 AND LARGER SECTOR ALPHA SECTOR BETA SECTOR GAMMA O Q EXISTING CON EA MET 0 E :: EAST MARION, NEW YORK 11939 SHALL HAVE A MINIMUM BENDING RADIUS OF 12", GROUNDING CONDUCTORS #6 ANT CABLES ANT CABLES ANT CABLES = NOTE: AND SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". — ELEC/TELCO RACK ICE BRIDGE INSPECTION HAND HOLE : �� "`. . . :.•..:.:\ 9. UNLESS OTHERWISE NOTED, GROUNDING CONDUCTORS SHALL BE: O O OK GROUND MULTIPLENOTE 2 & 3 MAY BE PRECAST u: . . \ CONCRETE OR PVC AND RODS F . . '• :•,i%. :� .:• :�-•• •:'�''• :�'�� :: �'.•.'..•: •.':.::..�: \ TITLE: A. BETWEEN EXTERIOR ITEMS AND BARS AND FROM SECTOR ANTENNA GROUND CGK'S CGK'S CGK'S EQUIP SHALL BE A MINIMUM OF as BARS TO TOWER GROUND BAR, #2 SOLID, TINNED, COPPER CABS, 12" I.D.x36" DEEP. GROUNDING PLAN AND INFO B. BETWEEN GROUND KITS & BARS 6 STRANDED GREEN G D TYP : . THWN INSULATED COPPER GENERATOR " C. EXTERIOR GROUND RING — #2/0 CONTINUOUS SOLID, C I \ TINNED, COPPER DATE: FEBRUARY 18, 2015 PROJECT NO: 14-10837 10. GPS TRANSMISSION LINES SHALL HAVE AT LEAST (1) GROUND KIT INSTALLED AT DRAWN BY: CPK THE WAVE GUIDE ENTRANCE PORT. MASTER GROUND BAROA CHECKED BY: TM 11. PROVIDE ALL NECESSARY GROUNDING KITS AND HARDWARE AS REQUIRED. (SEE VERIZON CONDUITS (SEE WIRELESS ENGINEERING STANDARDS (LATEST VERSION) FOR ADDITIONAL GROUNDING GROUNDING NOTE #15) CONC. PAD SCALE: AS NOTED INFORMATION AND SPECIFICATIONS). W B DRAWING NO: TYPICAL GROUNDING SCHEMATIC MULTIPLE P Q E 2 GROUND GROUND ROD TEST WELL- 101 000 SCALE = NTS RODS _ 3 SCALE = 1 = V-0" SHEET NO: 7 OF 7