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HomeMy WebLinkAbout38257-Z pC Town of Southold Annex 8/5/2014 P.O.Box 1179 = 54375 Main Road ,a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37063 Date: 8/5/2014 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 415 Eiljahs Ln, Mattituck, SCTM#: 473889 Sec/Block/Lot: 108.4-11.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/28/2013 pursuant to which Building Permit No. 38257 dated 8/15/2013 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: generator for wireless communication system as applied for. The certificate is issued to GOBIL LLC&Goeller Family Sury Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38257 1/28/14 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 38257 Date: 8/15/2013 Permission is hereby granted to: GOBIL LLC & Goeller Family Sury Trust 6915 SE Harbor Cir Stuart, FL 34996 To: install a Generator for a Wireless Communication System At premises located at: 415 Eiljahs Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 108.-4-11.3 Pursuant to application dated 6/28/2013 and approved by the Building Inspector. To expire on 2/14/2015. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 CO -COMMERCIAL $50.00 ELECTRIC $85.00 Total: $385.00 Building Inspector Form No.6 �f •� , TOWN OF SOUTHOLD MAY 3 O 214 BUILDING DEPARTMENT �� �!e TOWN HALL 765-1$02 APPLICATION FOR CER'T'IFICATE OF OCCUP�NC'Y- to T ;in p 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 foam Health Dept.of water supply and sewerage-disposai(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 I%lead. S. 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: L 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. Certifloate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$S0.00.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$15.00 Date. 4/14/14 New Construction: -Old or Pre-existing Building: X (check one) Location of Property: 415 Elijahs Lane Mattituck, NY House No. Street Hamlet Owner or Owners of Property: AT&T Suffolk County Tax Map No 1000,Section 1 os Block 3 Lot 11.3 Subdivision Filed Map. Lot: Permit No. 38257 Date of Permit. Applican#: J.A. Lee Electric Inc. Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted:$ Applicant Signature TO/T0 3E)Vd S331sn8.L crioHJ.fos 109959LTE9 05:bT 17IOZ/80/00 pF SO!/lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q roger.riche rt(c-D-town.southold.ny.us Southold,NY 11971-0959 oI�OOU ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: AT&T Address: 415 Eiljahs Lane City: Mattituck St: NY Zip: 11952 Building Permit#: 38257 Section: 108 Block: 4 Lot: 11.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: JA Lee Electric Inc License No: 4236-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling 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 Fixture Time Clocks 11 �] Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: STAND BY GENERATOR, 50KW with 200a auto transfer switch Notes: Inspector Signature: 74 , _ Date: Jan 28 2014 81-Cert Electrical Compliance Form(1).xls OF soUly�6 TOWN OF SOUTHOLD BUILDING DEPT. \:J 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FIELDIN MaIM DAT$ Cod lams Fou"Alaox(IST) c,7 FOUNDATION(2ND) clyl ROUGH FRAMINQ& PLUMING LA C^' WOULATION PWL N.Y. STATE ENERGY COME FINAL . ADDrrioNAL COi6uNTS � ' rn 1� �,.N OFtSOUTHOLD BUILDING PtRMiT•APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. D1' v , Trustees Flood Permit Examined ,20 JUN 2 8 2013 Storm-Water Assessment Form Contact: C/c Skore, Z Slicre WirelesS,Zh C - Approved 120 Mail to: SSSU Merrick �' .SIA JCC' 3crZ. BLDG DEPT. Disapproved a/c ANY 1 Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date, u v� _ Q-7 , 20 INSTRUCTIONS a.This application MUST be completely filled 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 Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. wC�ri Ju.Iat' Wgte1 LL (`41-1 'T ignature of applicant or name,if a �� �.�r z ���17 b,1,f-,1(LWra7 (Mailing addre s app scant) State whether applicant is owner, lessee, agent,architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Wi 1 f i awl e-f ,Tr Yafi'►c-ict y+'er onh�cbc4 4. c//e.r a-r ii VW/tcd f i ab I-+y cm per-y (A on the tax roll or latest deed) JC C Ece(It r If�RJ259.nt is a ee�ertt�ert, signature of duly authorized officer tkwr w,resitgy: I I I a (Name and title of corporate officer) ( t15Fd0.f1�FreS�d< +(F�hcreGSlM1creivlr(ttSS�TnC��gv,+�cr Aerlic"-� Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location f land on which proposed work will be done: House Number Street Hamlet L� County Tax Map No. 1000 Section G Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and integded usea d occupancy of proposed construction: a. Existing use and occupancyColinny-rela-1 hm Id10 00 ii C V+1 l H-V wj rel,'SSk-(&'ir4u jiC-k4jcr j ci Ift-t1 b. Intended use and occupancy ,kbl+c 1+y W)re le-S-5 je I C Cowl vo un i co'-J I&I �Te$cl, 3. Nature of work(check which applicable): New Building Addition genera cr Alteration Repair Removal Demolition Other Work (Description) 4. Estimated CostcGD Fee �S rS 8E MR (To be paid on filing this application) 5. If dwelling, number of dwelling units ftl ft Number of dwelling units on each floor If garage, number of cars Cowimer*a.l �Ic�l rt9 -t pkbrc ufilt,� w �Icrs 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. fP1, r� 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories ' r�9 111:' y"C0cpeJ6o$xtSt7v) l6 i—Gri X 211—e 'I New C[nc�ulor'rnllreleSSc� caiPvtiLeyt arta Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Yea ch aa,qC 8. Dimensions of entire new construction: FrZ Rear Depth Height Number of Stories nc 9. Size of lot: Front � ci' I S Rear Depth 10. Date of Purchase_ U Z2 /1q7 Name of Former Owner N i d i kki ] &0-cr '7' . r 11. Zone or use district in which premises are situated U n'I4e-CJ vU SI n2S (L-13 ) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOA 13. Will lot be re-graded? YES NOX_Will excess fill be removed from premises? YES NO iN Il1o.M J.mac► ,Tr. -PrL cis&x�r4cbc"+ A,bccilcr, vjr, ' ck wyrs`p'&s 14.Names of Owner of premises ""e Addresst.vc Mo+r to a-,Iy Phone No. Z Name of Architect IrCiiI � i eerl AddressW ZAriZss ewes aI ' °Phone No 7 —43 Name of Contractor Haf2e,(+ z+e I ler, Address= ` Sk% Phone No. 2f - ZS %Cc 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF N6SSGt G uq 0 t10"11 being duly sworn,deposes and says that(s)he is the applica f'f (Name of individual signing contract)above named, (s}B'e'is a &si4en+ d-- SlxrP_ZSkcrP VJyefe�cEmc- , 4�i11w hcv1 f -Net,On jLk� t treles j (Contractor,Agent,Corporate Office ,ete.) PCS I XC- Less r e- of said owner or owners, 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 tq before me this �t c day of - 20 .. ............. Victoria Brennan Esq — ( "dotary Public, State of New York Notary Public Signature of Applican 72822 bualified in Nassau County Commission expires April 15, 201 1 TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK ---------------------- ------------------------------------------------------------X In the Matter of the Application of New Cingular Wireless PCS, LLC AUTHORIZATION OF OWNER At the premises("Premises"): 415 Elijah's Lane Northwest corner of intersection of Elijah's Lane and State Route 25 Mattituck,New York Section 1.08,Block 4,Lot 11.3 --------------------------------------------------------------------------------------X STATE OF NEW YORK ) ) SS.: COUNTY OF SUFFOLK ) William J. Baxter,being duly sworn,deposes and says: I am the owner in fee of the premises known as Section 108, Block 4, Lot 11.3 (the "Premises" hereafter), and do hereby authorize New Cingular Wireless PCS, LLC ('AT&T' hereafter), and its representatives to bring such applications for municipal approvals as may be necessary for the upgrade/modification of its public utility wireless telecommunications facility. As such,I willfully cooperate with AT&T and its agents in obtaining any required Approvals. By: Sworn to before me this Q day of 3U"4� , 201' NOTARY UBLIC MI C ELLE DISTAS10 Notary Public,State of New York No.4994753 Qualified in Suffolk County j Commission Expires May 22,20 Town Hall Annex 54375 Main Road Telephone(631)765-1802 P.O.Box 1179 y • �� roger.richert O`n.sOuiOd.nV.uS Soudiold,NY 11971-0959 "Wp11�� BUa DBVG DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- Margarita Figueroa Date: October 8 2013 Company Name: J.A.Lee Electric,Inc. i.. Name: John Lee License No.: 4236ME Address: 23-55 Borden Avenue,long Island City,NY-11101 Phone No.: 718-729-7662 x 144 JOBSITE INFORMATION: (*Indicates required information) *Name: Mattituck AT&T *Address: 415 Eiljahs Lane,Mattituck *Cross Street: *Phone No.: f, Permit No.: 38257 { Tax-Map District: 1000 Section: io—_ 8� Block: a Lot: 11.3 � . *BRIEF DESCRIPTION OF WORK(Please Print Clearly) -Add diesel generator,-associated concrete pad and utility equipment/frame to existing AT&T Equipment area (Please Circle All That Apply) *Is job ready for inspection: YES/ NO. Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(if.needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 13241equest for Inspection Form 6A ,�, Shore 2 Shore Wireless,Inc. E E W I� 5550 Merrick Road, Suite 302 L� Massapequa,NY 11758 (516)557-2398 office JUN 2 8 2013 (516)557-2397 fax June 28,2013 BFDG. DEPT, TOWN OF SOUTNOLD Town of` 53095 Route 25 P.O. Box 1179 Southold,New York 11971 RE: New Cingular Wireless PCS, LLC ("AT&T") — Building Permit Application for site NYNYNY0228 (FA# 10075046/ Site Name: Mattituck) Premises: 415 Elijahs Lane Mattituck,NY 11952 SCTM# Section 108,Block 4, Lot 11.3 Dear Sir or Madam: Our office represents New Cingular Wireless PCS, LLC ("AT&T")with respect to its application to add a 50kw diesel Generac generator to the existing public utility wireless telecommunications facility at the subject premises. This generator addition is in direct response to the effects of Hurricane Sandy. AT&T is now seeking to install generators on most of their cell sites throughout Long Island so that in the event of an emergency their customers will have the much needed cell service they require. With respect to the Building Permit Application, the following are enclosed in this submittal package: 1) Building Permit Application signed by the applicant as well as an Owner's Authorization letter signed by the property owner 2) Check in the amount of$385.00(check# 0053)made payable to the Town of Southold 3) Four (4) sets of construction drawings dated June 13, 2013 and prepared by Infinigy Engineering 4) Two(2)property surveys and two(2)site plan pages showing location 5) Four(4)copies of 50kw Generac generator spec sheet 6) Contractor's insurance certificates naming the Town of head as the additional insured. Please call me at 516-765-0083 with any questions. Thank you, Ka ie Jac s Shore 2 Shore Wireless, Inc. 516-557-2398- office 516-557-2397- fax 516-765-0083-cell Katie@Brennanshore.com JAIEE C 0 M P A N I E S BCA Jqysu�x�3tva CONTRACToas Assoc IAT14N J.A. Lee Electric Inc. J.A. Lee Construction Inc. Corporate Headquarters 23-55 Borden Avenue Long Island City,NY 11101 Phone:718-729-7662 Fax:718-7294111 October 10, 2013 VIA FEDEX @ 7968 59915901 Town of Southold Re: 415 Eiljahs Lane Building Department Mattituck, NY 11952 Town Hall Site: NYNYNY0228 Southold, NY 11971 Dear Inspector Roger: As per our telephone conversation today enclosed please find copy of building permit#38257, check#7473 in the amount of$85.00 for the application electrical inspection for the generator wireless systems for the above referenced project. The scope of work: Add Diesel generator associated concrete pad and utility equipment/frame to existing AT&T Equipment Area. If you should have any questions, please do not hesitate to contact me at 718-729-7662 x 144 or 347-546-4667. Sincere , Mrrgtit Figueroa *rif SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 CA Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 4, 2014 Shore 2 Shore Wireless, Inc 5550 Merrick Rd, Suite 302 Massapequa, NY 1175 8 RE: AT&T, 415 Elijahs Lane, Mattituck, NY TO WHOM IT MAY CONCERN: The Fpjlowing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your ele ician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits invol ing plumbing after 411/ Trustees Certificate of Compliance. (Town T ustees 9765-1892) Final Planning Board Approval. (Planning# 65-1938) frt� Final Fire Inspection from Fire Marshall. - Le-roo LdA Final Landmark Preservation approval. Final inspection by Building Dept BUILDINGPERMIT: BP 38257 — Generator for a Wireless Coim���icafion���__ System JAa EE C 0 M P A N I E S ---- 0 4 PUILDING CONTRAC I ORS ASSOCIATION J.A. Lee Electric Inc. J.A.Lee Construction Inc. Corporate Headquarters 23-55 Borden Avenue Long Island City,NY 11101 Phone:718-729-7662 Fax:718-7294111 D May 29, 2014 IWAY 30 2014 1-3i VIA FEDEK @ 77013414 1981 Town of Southold Re: 415 EiIjahs Lane Building Department Mattituck, NY 11952 Town Hall Site: NYNYNY0228 Southold, NY 11971 Permit#38257 Dear Ms. Connie: As per our telephone conversation, enclosed please find the application for certificate of occupancy for the above referenced site. The scope of work: Low voltage Antenna Equipment(Minor Work) If you should have any questions, please do not hesitate to contact me at 347-546-4667. Sincerely, oNatc.qatUa OQVuetoa MAILING ADDRESS: ],PLANNING BOARD MEMBERS OF S !/j P.O.Box 1179 DONALD J.WILCENSKI ��� ��l Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTYG • 54375 6tate Route 25 JAMES H.RICH IIIA (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR I,yCOU M� Southold, NY h11' Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLDi N MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning DirectorL® Date: August 8, 2013 Re: Planning Department Report AT&T/New Cingular Wireless @ Baxter Generator SCTM#1000-108-4-11.3 415 Elijah's Lane, Mattituck As an addendum to the attached SPUD, the Planning Department has conducted a review of the proposed generator addition pursuant to §280-74 B (2), and has received a report from our wireless technical consultant, Cityscape, Inc. (see attached report). We have the following recommendations for this application: 1. AT & T proposes to add, adjacent to its existing equipment shelter, a new 6' x 10' generator premises area to support the generator on a 4' x 8' concrete pad. After review of the proposed site plan construction drawings, we recommend a building permit be issued for this application with the following conditions: a. AT & T shall secure applicable electrical permits based on the submitted plans; b. AT & T shall install sufficient noise suppression to maintain generator noise in compliance with the Town of Southold Code §180-6; c. Testing of the generator shall follow regulations pursuant to §180-6 of the Southold Town Code: Sunday through Thursday from 7:00 am to 7:00 pm, not to exceed 65 dBA; from 7:00 pm to 7:00 am, not to exceed 50 dBA; Friday and Saturday from 7:00 am to 11:00 pm, not to exceed 65 dBA; and from 11:00 pm to 7:00 am not to exceed 50 dBA. Thank you for your cooperation. FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination !�"i Date Sent:� — Date:_ 1_L l-3 -- Project Name: ? Project Address: / p Zoning District: RegC3 Suffolk County Tax Map No.:1000- - -=— Request: . 1 (Note: Copy of Building ermit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: A���� Initial Determination as to whether site plan is required: Signatur of Building Inspector Planning Department(P.D.) Referral: ' P.D. Date Received: Date of Comment: — Comments: Signature of Planning Dept.- taff Reviewer c�nai nptermination i Date: 1 Decision: q;nnnMro nf Rrrildina InsnPctnr FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination ' r_ '_.l JUL 1 &201 '1 3 to Sent:�_f Date: .��/�C L 11-1- Project Name: Project Address: / Suffolk County Tax Map NoA*000- p 8' 1,3 Zoning District: Request: (Note: Copy of Building ermit Application and supporting documentation'as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial-Determination as to whether site plan is required: I �3 Signatu of Building Inspector Planning Department(P.D.) Referral: f 3 P.D. Date Received:���_1 Date of Commen $_1 .Q,,;,es ea�� Comments: Signature of Planning De tall Reviewer Final Det�rminat on Date: / Decision: cinnniurP. of Ndidina InsnPctnr �- MAILING ADDRESS: PLANNING BOARD MEMBERS a SDUT P.O. Box 1179 DONALD J.WILCENSKI O�� ��1 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY • Q 54375 State Route 25 JAMES H.RICH III rah MARTIN H.SIDOR Ol (cor.Main Rd. &Youngs Ave.) yC�U0 5� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM F" To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director (1Z— JUL 25 2014 Date: July 24, 2014 L� Re: Planning Department Report AT&T Mobility LTE Modifications and Up-grades 415 Elijah's Lane, Mattituck SCTM# 1000 – 108 –4– 11.3 Please note, this memo is a correction of the memo sent on July 18, 2014 and should replace that memo as it contained incorrect information. As an addendum to the attached SPUD, the Planning Department has conducted a review of the proposed LTE modifications pursuant to §280-74 B.(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). Although, as our consultant points out, this proposed generator does not technically meet our noise requirement in §280-70 J.(5), the intent of that noise requirement was to have it be easily met by virtue of the large distances required to the property lines in this zoning district for new wireless facilities. Due to this wireless antenna support structure being a pre-existing non-conforming facility that the Planning Board recently agreed to allow to expand, and given that the projected noise levels are very close to meeting the limits in the code despite the cell tower being located in what is now a non-conforming location, the noise limit in §280-70 J. (5), should not be strictly applied in this case, and that the certificate of occupancy and/or permit not be held up on the noise issue. Thank you for your cooperation. Consultants, Inc. 7050 West Palmetto Park Road#15-652 Boca Raton,Florida 33433 Tel:877.438-2851 Fax:877.220-4593 July 9, 2014 Heather M. Lanza, AICP Planning Director Town Hall Annex Building 53095 Route 25 Southold,New York 11971 RE: Carrier: New Cingular Wireless PCS,LLC. AKA: AT&T Mobility Site/Facility: NYNYNY0228 415 Elijah Lane,Mattituck,NY Dear Ms. Lanza, CityScape Consultants as the wireless telecommunications for the Town of Southold, New York has reviewed the Equipment Noise Monitoring Report for the above mentioned facility. AT&T Mobility requested and was approved to make modifications and upgrades to the subject wireless communications facility. In Section 280-70J(5): Wireless Communications Facilities: `Noise from base equipment' and further Section 180-6: `Prevention of Noise;' the Town has a specific requirement regarding the noise emitted from the subject facility. The specific language states "Noise from base station equipment, including any backup generator, measures less than 45 dB at all adjacent property lines. " In Section 180-6: Prevention of Noise: "No person shall create or cause to be emitted any noise pollution which when measured on a sound-level meter from the property line of a complaining property owner exceeds the following standards: A. Sunday through Thursday: (1) From 7:00 a.m. to 7:00 p.m., airborne or amplified sound in excess of 65 dBA; (2) From 7:00 p.m. to 7:00 a.m., airborne or amplified sound in excess of 50 dBA. B. Friday and Saturday: (1) From 7:00 a.m. to 11:00 p.m., airborne or amplified sound in excess of 65 dBA; (2) From 11:00 p.m. to 7:00 a.m., airborne or amplified sound in excess of 50 dBA. , a Town of Southold July 9,2014 Page 2 Conclusion: The submitted noise report measurements were all conducted in dBA which is applicable in the Town Codes for Section 180-6, but not Section 280-70J(5) which are measured in dB. Being that dB is normally a showing of peak levels and dBA is normally an average and not peak levels the difference in level rating scales is not reasonably applicable and dBA and dB should be considered as comparable. The sound levels were measured in three (3) locations along the fence. The generator noise level at location # 1 (closest) was 54.4dB; location # 2 (middle) 51.7dB; and location #3 (farthest) was 53.6dB. All measurements and calculations are in compliance with Southold noise codes during primarily daylight hours. Sound Level Calculations Calculations-Location 1, concetion clilcdater L-A%n@ taB�y I anno w G" "sound Level Calculati.at L=!!=2 can itiott CaasaWd LS, it 5&QW"or' -81.7 sood Level Calcubdions at Looajon cortm,I I calculated LA,tasy AC a ckwmmior I 8 The Southold noise code limits for nighttime hours are 45dB. Noise level at location #1 was exceeded by 9.4dB; location #2 was exceeded by 6.7dB; and location #3 was exceeded by 8.6dB. The test concluded that all locations failed compliance and the facility is in violation. Based on the provided information the facility meets the Town's noise codes Sundays, Mondays, Tuesdays, Wednesdays and Thursdays between 7:00 AM and 7:00 PM; Fridays and Saturdays between 7:00 AM and 11:00 PM; but fails to meet the Town's noise standards in all other hours, more specifically Mondays, Tuesdays, Wednesdays, and Thursdays from 7:OOPM until 7:OOAM the following morning and Friday evenings from 11:OOPM until Saturday mornings at 7:OOAM and Saturday evenings at 11:OOPM until Sunday mornings. The Applicant should explore other methods to accomplish the Town Code and general references the Town's noise requirements on a consistent level in the Town's Section 180-6 of general noise levels. Respectfully submitted, 46.- Richard Edwards Town of Southold July / 2014 Page 3 01 h i AML tlxul'�t�PfO�'Y2y lIf1P�� Rd Noise1 Locations STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF PARTICIPATION IN WORKERS' COMPENSATION GROUP SELF-INSURANCE I a.Legal Name and Address of Business Participating in Group 1 d.Business Telephone Number of Business reference in box"I a" Self-Insurance(Use Street Address Only) HATZEL&BUEHLER,INC. (212)825.1800 45 Broadway,Suite#1240 New York,NY 10006 1 e.NYS Unemployment Insurance Employer Registration Number of Business referenced in box"la" Ib.Effective Date of Membership in the Group 1-1 1717.4Q59 Policy Number4209 1 c.The Proprietor,Partners or Executive Officers are If.Federal Employer Identification Number of Business referenced in included(only check box if all partners/offers included) Box"la" all excluded or certain partners/officers excluded 2.Name and Address of the Entity Requesting Proof of Coverage(Entity 3.Name and Address of Group Seif-Insurer Being Listed as Certificate Holder) Town of Southold 53-95 Route 25 Box 1179 Electrical Employers Self Ins.Safety Plan Southold,NY 11917 158-11 Harry Van Arsdale Jr.Avenue Loc.: AT&T/GD Generator Project Flushing,NY 11365 Various sites in the Town of Southold,NY This certifies that the business referenced above in box"la is complying with the mandatory coverage requirements of the New York State Worker's Compensation Law as a participating member of the Group Self-Insurer listed above in box"3"and participation in such group self-insurance is still in force. The Group Self-Insurer's Administrator will send this Certificate of Participation to the entity listed above as the certificate holder in box"2". The Group Self-Insurer's Administrator will notify the above certificate holder within 10 days IF the membership of the participant listed in box"la"terminated. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for a maximum of one year from the date certified by the group self-insurer. +• If this certificate is no longer valid according to the above guidelines and the business referenced in box "la" continues to be named on a permit, license or contract issued by the certificate holder, the business must provide the certificate holder either with a new certificate or other authorizedproof the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. • Under penalty of perjury,I certify that I am an authorized representative of the Group Self-Insurer referenced above and that the business referenced in box"la"has the coverage as depicted on this form. Certified by: ,p Ciro J.Lupo C.% Certified by: 6/10/2013 (Sig==) Mme) Title: Chairman Telephone Number: 718 591-2800 GSI-105.2 (2-02) EE-17 WORKERS'COMPENSATION LAW Section 57 Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by the chapter. Nothing herein,however,shall be constructed as creating any liability on the part of such state or municipal department,board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by the chapter,notwithstanding any general or special statute requiring or authorizing any such contract,shall enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by the chapter. This is to certify that the Workers'Compensation and Employer's Liability Insurance issued to the named insured is in force at this time and affords the following coverage. Limits of Liability Workers'Compensation Coverage "A"- Statutory Employer's Liability Coverage "B"- Unlimited Please note: This certificate is valid only through the policy dates indicated above,OR a maximum of one year after this form is approved by the authorized representatives of the Group Self-Insurer. At the expiration of those dates,if the business continues to be named on a permit or contract issued by the above government entity,the business must provide that government entity with a new Certificate. The business must also provide a new Certificate upon notice of cancellation or change in status of the policy. GSI-105.2 (2-02)Reverse EE-17 STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name and Address of Insured(Use street address only) 1 b.Business Telephone Number of Insured Hatzel&Buehler,Inc. Ic.NYS Unemployment Insurance Employer Registration 45 Broadway,Suite#1240 Number of Insured New York,NY 10006 ld.Federal Employer Identification Number of Insured or Social Security Number 2.Name and Address if the Entity Requesting Proof of 3.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Town of Southold #4349 Ekarkal Employers Self Inwn m safety Plan 53095 Route 25 156.11 Harry Van An&k Jr.Avenin flushing NY 11365 Box 1179 Southold,NY 11971 3b.Policy Number of entity listed in box"la": Loc.: AT&T/GD Generator Project 209 Various sites in the Town of Southold,NY 3c.Policy effective period: 1-1-67 to until terminated 4.Policy covers: &(X) All of the employer's employees eligible under the New York Disability Benefits Law b.( ) Only the following class of classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier references above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 6/�3 By: 4� (Sigmun of inwranm car ier's mahodud repmww&tWc of NYS Licanmd Imroance Agan orthe inwranee Carrier) Telephone Number 718-591-2800 Title Chairman IMPORTANT: If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,New York 12207 PART 2.To be completed by NYS Workers' Compensation Board(Only if box"4b"of Part 1 has been checked State of New York Workers'Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signamm of NYS workers'Compen ntim Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (5-06) EE-114 (Reverse) Additional Instructions for Form DB-120.1 i By signing this form,the insurance carrier identified in box'3"on this form is certifying that it is insuring the business referenced in box"1 a"for disability benefits under the New York State Disability Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". This Certificate Is valid for the earlier of one year after this form Is approved by the Insurance carrier or its licensed agent,or the policy expiration date listed in box"3c". Please Note:Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article,and not withstanding any general or special statue requiring or authorizing this issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carried is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department,board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (5-06)Reverse EE-114 Client#: 290639 HATZEBUE ACORD. CERTIFICATE OF LIABILITY INSURANCE DIDD/ REVISED 0 06/1 6/13/1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER N ME: USI Insurance Services(CL) a/$Ne Eat;484 351-4600 (A/C,No): 610 537-4974 FAX 630 West Germantown Pike E-MAIL Suite 200 ADDRESS: Plymouth Meeting,PA 19462 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Zurich American Insurance Co. 16535 INSURED HatzINSURER B:Allied World Assurance Company 19489 46 Broadway&Buehler,Inc. INSURER C:Federal Insurance Company 20281 45 Br ----- -- Suite 1240 INSURER D:Illinois Union Insurance Co. — 27960 New York,NY 10006 INSURER E: -------- -- INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. RR ADDL SUB POLICY EFF POLICY EXP ——TYPE OF INSURANCE __INSR WVD _—. POLICY NUMBER _ MMIDDIYYYY MM/DD/YYYY LIMITS A GENERAL LIABILITY GLOS31155912 3/01/2013 03101/2014 EACH OCCURRENCE s2,000,000 X COMMERCIAL GENERAL LIABILITY PRAEMISES EaEoNTEO nce $100,OOO CLAIMS-MADE I OCCUR MED EXP(Any one person) $109000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $4,000,000 X POLICY PE t- X LOC $ A AUTOMOBILE LIABILITY BAP831155812 3/01/2013 03/01/201 COMBINED SINGLE LIMIT Ea accident $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS AUTOS ( ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident B X UMBRELLA LIAB X OCCUR 03073505 3/01/2013 03/01/201 EACH OCCURRENCE s26,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $25 OOO OOO DED X RET ENTION$1 O$1 O000 $ WORKERS COMPENSATION I WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/NER ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS bell I E.L.DISEASE-POLICY LIMIT $ C Contractors Equip 06615590 3/01/2013 03/01/201 Leased/Rented Limit: $2,200,000 D Poll/Prof Liab. COOG24652662001 3/01/2012 03/01/201 A Limit:-2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) H&B 01 AT&T GD Generator Project Town of Southold is Additional Insured as respect to G/L,Automobile and Professional Liability. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 53095 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 1 179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE �a ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S9377630/M9346109 MDKEA ,cy ELIJAH'S (50' WIDE) LANE ASPHALT ROADWAY E D G E O F A S P H A L T S 25009'10" E 197.51Q' 298.50' TREES @ BUSHES `\ Z o \ O DIRT OR I V E W A Y 0 4 Cn u W \ Q 2 \ a \ 7.4' — o II2.J' O �y0 —I FRAME N N o DARACE 41415 (� o LJ.1 � Z yR,µErQPY 13.4' O ('� I— U � �0 Q, � Q o 1121' U CAC', V B,,E O CA TE Q OR ASPHALT W A/C EOUIPy C9 WEE Rr R Z � O MONOPOLE U CONC Z _ CHA N LINK FE PLA C. Y W 0 0 D FE NCE E 40• 1.O'N J o LI, LL J Li J AREA: W 80494.15 Sq.F. N - 1.8478 Acres kl LL 2 O O b = o 0o a Z � W Z 0 o W 0 0 D E D A R E A O U � J Of J W Of LLJ (LOT 2) o LEGEND: LL RD ROOF DRAIN E.O.P. EDGE OF PAVEMENT O DC DEPRESSED CURB s SIGN CB CATCH BASIN ® SURVEY POINT LL O ® UTILITY POLE m SANITARY MANHOLE SY FIRE HYDRANT 0 WATER MANHOLE 0 T( SPRINKLER 0 ELECTRIC MANHOLE N WATER VALVE 0) TELEPHONE MN14OLE V USI1 CIS BOX VALVE 0 DRAINAGE LHANHOLE Q �� N MC POLE ® CAS MANHOLE T 0 D.O.T.MANHOLE Q Q LIGHT POLE 0 UNKNOWN MANHOLE 't* UTILRYtUGHT POLE = INLET 2 8 MAIL BOX TB TRAFFIC BOX 3 TREE SF Sr EL FACE CURB 0 VENT C SHRUB pq�GAS MARK OUT Z NHHD--WATER MARK OUT N 23052'10" W N 23008'10" W 101.47' 3 9.46' NOW OR FORMERLY OF THE I NOTES: COUNTY OF SUFFOLK 1.TIE OFFSETS OR DIMENSIONS SHOWN HEREON,FROM THE PROPERTY LINES TO ME STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE.THEREFORE THEY ARE NOT INTENDED TO MONUMENT PROPERTY UNES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENTS, 2.CONSULT WITH THE HIGHWAY DEPARTMENT BEFORE DESIGNING.INSTALLING OR MODIFYING ANY NEW OR EXISTING CURBS,WALKS OR ROADWAYS IN THE STREET SHOWN HEREON. 3.MIS IS TO CERTIFY THAT THERE ARE NO VISIBLE STREAMS OR NATURAL WATER COURSES IN THE PROPERTY AS SHOWN ON THIS SURVEY. 4.REFER TO ARTICLE 36 OF THE GENERAL BUSINESS LAW AND TEE PROVISIONS OF INDUSTRIAL CODE PART(RULE NO.53)BEFORE ANY EXCAVATION OR DEMOLITION IS COMMENCED.THESE LAWS REOUIRE EACH EXCAVATOR TO GIVE ADVANCE NOTICE TO ALL OPERATORS OF UNDERGROUND FACILITIES OF HIS INTENT TO PERFORM EXCAVATION OR OEMOUTtON IN THE SPECIFIED AREAS. 5.ALL DIMENSIONS ARE IN U.S.STANDARD MEASUREMENTS. 6.EASEMENTS NOT SHOWN ARE NOT GUARANTEED. Only copies from the original of this survey marked with original of the land surveyor's embossed seal shall be considered to be wild true copies. SURVEY OF PROPERTY LOCATED AT: beaut ring a ed alterlicensed lion or addition e a surveyavii map #415 ELIJAH LANE MATTITUCK bearing a licensed land surveyor's Seal Is o violation of section 7209,sub—tlivleion 2,of the New York Stats s Education Law. COUNTY OF SUFFOLK Certification indicated hereon signify that this survey was REVISIONS DESCRIPTION By DATE IBE CERTIFY TO- prepared in accordance with the existing Cade of Practice TOWN OF S 0 UTH 0 L D for Land Surveys adopted by the New York State 1.PROPERTY SURVEY AS CO. 12-16-00 ASCOD272 Association of Professional Land Surveyors.Sold STATE 0 F NEW YORK survey Is Mall run only W the person to for whom themp SURVEYED BY survey Is Prepared,and l ndi behalf u the title company. ARKADIUSZ JUSIEGA,P.L.S. and to he a agency and lending ng Institution.oet.d hereon, DISTRICT ....... 1000, SECTION ....... 108 and to the assignees transferable the lending iaddlional or subsequent are not tranaferoble to additional Institutions BLOCK ....... 4, TAX LOT(S) 11 .3 or aubeequsnt owner. ,,,,,, AREK SURVEYING COMPANY Scale: 58Eaet Beverly Parkway 1� 20- Valley Stream, NY 11580 Job No: ORDERED B(: www.aac TEL: (516) 792-6676 ASC-09272 MTM DESIGN 792 rn Jp��d (D wig� C n OO EXISTING WOOD N F COUNTY FENCE EXIS77NG 1 OF SUFFOLK FRAMED C n EXISTING �� CHUNG ✓A CHOI, GARAGE N ADJACENT 1 CORNELIUS J. N PROPERTY LINE - _ __ MASTON EXISTING PROPERTY LINE 30'501E zl � N/F GOBIL, A PARTNERSHIP --- ZONE: LIMITED BUSINESS ------ --- - ' -- _ UNAUTHORIZED D CD ALTEENT IS OR TION OF ..� ON 7D THIS DOCUMENT N A TION OF APPLICABLE sole u�o/�I_ocw uxs I � EXISTING BUILDING 3 Fors CONSmuCno+ z 40T FOR coNsmucmaR CAA /10/13 oT FOR CONSTRUCTION CM /31/13 j ',—•,• ",.��- I _ 0 T FOR CONSTkUC71CN CM /07/1 EXISTING TELECOM MUNICATION�jN. 1R °b COMPOUND (SEE SHEET C3) 1 '' 1 p Drawn: cAA Date:LLJ os 3 Designed:—Date: fpp�U) Checked: are Date: Project Number 327-061 U) Project Title _ Q MAT MUCK N/F JOSEPH NEVILLE 06.0pn I J (NYNYNY0228) 488 Oso_ I w FAA#:10075046 _ _ I ELUAHSLANE -_ MA7TFR)CK NY 11952 Prepared For: V Q EXIS77NG Z BUILDING } 0 J � C W Z W Drawing Scale: AS NOTED Data: 05/03/13 Drawing Title OVERALL SITE PLAN 1 OVERALL SITE PLAN -- SCALE: Drawing Number 25' 0 25' 1' 02 EXIS77NG CHAIN LINK FENCE o M N M N EXISTING m EXISTING CARRIER �� 65<m°�° EXISTING MONOPOLE EQUIPMENT ON — OW� 'fO CARRIER EXISTING ICE CONCRETE PAD rn In EQUIPMENT BRIDGE SHEL TER .— N ,.�,X ��_`��' _�/. -«X��� \V`_A \ \- ': , EXIS77NG CARRIER i t , EQUIPMENT PLATFORM ',.. UNAUTINORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF � �� - APPLICABLE SPATE AND/OR LOCAL LAMS 2 EXISTING 20•-0•• X I I 3 Fa+Ca+smucnoRCM n7n3 1 37'-6" AT&T I I z 40T FOR CONSTRUCTION CAA /10/13 EQUIPMENT SHELTER I I NEW AT&T MOBILITY T oT FOR CONSTRUCTION CAA /31/13 6'-0'x 10=0' o oT FOR CONSTRUCTION CAA /O�T/+ GENERATOR Na NPaWNRwYon DTI. I PREMISES AREA EXIS77NG 200 AMP EXIS77NG CARRIER Drawn: CAA Date: N1s 3 I DISTRIBUTION PANEL I I EQUIPMENT SHELTER Checked:_�_Date: 3 PROPOSED AT&T EXIS77NG MTS 120240, 10, EXIS77NG L..... J Project Number 6OHz, 200A ATS \\ TELCO BOARD 3z�-Ost / - - to Title ' Project Z . / 1 'I 71 r L., <"Ir 1, Imo' 'l ,...y��, MATTITUCK (NYNYNY0228) EXISTING METER FAA#:10075046 EXISTING COMPACT ELUNiS LANE GENERATOR INTERFACE PROPOSED AT&T MAT�CKNY»95z MOBILITY 5OKW GENERATOR Prepared For: C5 C4 ON ¢'_0'x 8'-0' CONCRETE PAD U_ f Q }/ Z Y EXIS77NG EXISTING G EQUIPMENT H—FRAME J EXIS77NG W EXISTING BUILDING—\\\\ DOUBLE GA TF 0 Drawing Scale: AS NOTED / 1 Date: 05/03/13 Drawing TRIe DISCLAIMER WE PLAN SITE PLAN THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A o CURRENT LAND SURVEY.ALL PROPERTY LINES,EASEMENTS,AND SCALE: HI SETBACKS SHALL BE VERIFIED PRIOR TO START OF Drawing Number a' o a' NT' CONSTRUCTION.INFINIGY DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES,EASEMENTS AND SETBACKS. CQ OJ2534-ATT W [76'] 1820 RECON SEEEIYEOP N STUB—UPS 1250 [71.7'] 24008INSg [ [492'] DESCRIPTION I2G8'1 MOUNTING HOLES 4 PER SIDE AC LOAD LEAD CONDUIT GLAND AREA 94.8'] ❑A / ❑ [110 4.3'7 ►12' 1)LOW VOLTAGE WS TOMER B CONHECTgN BOX FOR 120VAC OiCI OUTLET,(STANDARD BLOCK HEALER, SEE BATTERY CHARGER AND OTHER OTE ,I 120 VAC OPTGNSZ ry 965 8763 839 d 2)TRANSFER SNATCH/ I B [38'1 IB4.5'3ASE [33'1 B 1152,] COMMUNICA71ON CONDUITS. FRSE BOLT 633] S�R�MU9T�NSStAND RUN MIN A � CENTERS 205 [24.9'] CONd11T WITH AC WIRING A 18.1'] 41.1 I1b'] LOV VOLTAGE 3G6 NOTE& R440CUSTOMER CONNECTION J992.6-1 [1A'] 1. THE LEFT SIDE OF THE GENERATOR IS SERVICE ACCESSIBLE.'R17.3'1 TYPBCI%(NOTE 3) [3 1 2. 10 NAP BATTERY CHARGER ENCLOSED WITHIN CONTROL PANEL (NOTE 9) 3. CONNECTION POINTS FOR CONTROL WIRES BOTTOM OF LOW VOLTAGE TOP VIEW BOTTOM VIEW PAD LAYOUT OUST OMER CONNECTION BOX HAS KNOCKOUTS FOR 1/2'AND 3/4'CONDUIT FITTINGS 2407 [�) 4.GENERATOR MUST BE GROUNDED. [94.8'] OVERALL a 12 VOLT NEGATIVE GROUND SYSTEM. OVERALL LENGTH VCGTX 6. OPTIONAL REMOTE EMERGENCY STOP SHIPPED LOOSE WITH GENERATOR. 7. MAIN UNE CIRCUITBREAKER(MLCB).AC LOAD LEAD CONNECTION AND INTAKE AUXILIARY 120/240V CONNECTTIION. B. LEVEL 2A SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR. 9. DOORS MUST BE ABLE 70 OPEN 90 DEG.TO BE REMOVED. mustLATAE DOORS ARE LOCATED ON THE LEFT SIDE OF THE GENERATOR ONLY. T�E ID STUB BASE TANK REWIRES ALL STUB-UPS TO BE IN THE REAR 2) TANK STUB UP AREA. ?N000T IL PANEL 11.'A'IS THE STUB UP AREA FOR THE MLCB AND NEUTRAL CONNECTION, OTE 12 SEE DRAWING OC38W FOR DUCT REMOVAL REMOVAL OF FRONT LOV VOLTAGEDUCT WILL PROVIDE ACCESS TO MUFFLER. CUSTDER CMECTION 13.12DVAC ENGINE BLOCK NEATER. rflia KI DOTE 14.210 GALLON USEABLE CAPACITY BASETAN(STANDARD WITH GENERATOR. MCI(NOTE 7) ISSN IS.MUST ALLOIY FREE FLOW OF DISCHARGE AIR AND EXHAUST.SEE SPEC Cal 161.1.1 SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. 16.MUST ALLOW FREE FLOW OF INTAKE EE S AIR.SSPEC SHEET IDOL MINIMUM AIR FLOW AND MAXIMUM RESTRICTION R. EE SEMIS 17.IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE 2316 THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE 199,1 CODES,StANDARDS AND REGULATIONS OVERALL HEIGHT 1 �__ • 1581 _ •__ __�__• '62.3'1 i nl i i 1 j III 11 11 11 1 1 1 WEIGHT DATA(INCLUDES WOODEN SHIPPING SKID) %5 ENCLOSED GENERATOR WITH EMPTY FUEL TANK-17009(3750 IDA) 138'1 i II�� Uf104 ORACIEIS .141 1 ' TALK HT. I --- 1 I -II II TANK w%AG�T 111 II I - 1 -- I LININS mm INCHES JIIIII- 40 X%2SLOT 11 11 IIS7UB-U s7 I � i it II AREA IL PLACE li li 1T 11 ' I 1067 I-� (42'] CENTER OF GRAVITY 3876 4311 �—1930 1769 (766.1 REAR VIEW RIGHT SIDE VIEW TALK LENGTH LEFT SIDE VIEW m�Y 10OMO"0VM" ------ INSTALLATION D41SL G17 SOKW 4xr W vwK%n NeFWDNc ruWlsc ImOI TAG«ru vNWM n W WWrL®vrtlun �T!�J U lSI1VIlCJ M L.PI6f[VIDTRA 0mrt 6 OMC MNIq MTOf. ENCLOSED LEVEL 2A p vD41K NND1 M1OW MWW P.D. Box B WAUKESHA, WIS. 53187 NAME 0J2534-ATT.DWG -REB a�n�� n n ��O�n Dry �nn��n® SCALE NTS IF DWG LA0. " 0060720 REV OJ2534-ATT 11A DIG ALERT: CODE COMPLIANCE : CALL FOR UNDERGROUND UTILITIES PRIOR TO DIGGING: 1 —800-272-4480 ALL WORK ANL MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING EMERGENCY: CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. CALL 911 NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: •— a 0 L cocor- 1 . 2010 BUILDING CODE OF NEW YORK STATE 6. 2010 PROPERTY MAINTENANCE �J o o 0 `r 2. 2010 EXISTING BUILDING CODE OF CODE OF NEW YORK STATE (D �+ � NEW YORK STATE 7. 2010 FUEL GAS CODELJ . � wi- 0 � �0 3. 2010 FIRE CODE OF NEW YORK STATE OF NEW YORK STATE •_ �— w5a r-, r- 3.4. 2010 PLUMBING CODE OF NEW YORK STATE 8. 2010 MECHANICAL CODE � W C.. 5. 2010 ENERGY 'CONSERVATION OF NEW YORK STATE �' < bi C N Fw- Lai CONSTRUCTION CODE OF NEW YORK STATE 9. 2011 NATIONAL ELECTRIC CODE WITH NY AMENDMENTS N IN THE EVENT'' OF ANY CONFLICT, THE MORE RESTRICTIVE CODE PROVISION SHALL GOVERN. SHEET INDEX : ■ SHEET # TITLE REV.# DATESITE NAM 'EMATTITUCK NYNYNY0228 T1 TITLE SHEET 3 06/13/13 FANUMBER : 10075046 C1 GENERAL NOTES 3 06/13/13 C2 OVERALL SITE PLAN 3 06/13/13TO THIISODIOCUMENTRIST A VIOLA IOODITOF APPLICABLE STATE AND/OR LOCAL LAWS ELIJAHS LANE C3 SITE PLAN 3 06/13/13 MATTITUCK NY 11952 C4 GENERATOR DETAILS 3 06/13/13 C5 CIVIL DETAILS 3 06/13/13 3 ISSUED FOR CONSTRUCTION CAA 6/13/13 PROJECT DESCRIPTION E1 ELECTRICAL SITE PLAN & DETAILS 3 06/13/13 2 NOT FOR CONSTRUCTION CAA 6/10/1S 1 NOT FOR CONSTRUCTION CAA 5/31/13 E uIREMENTs: ADD D)IESEL GENERATOR, ASSOCIATED CONCRETE PAD E2 ONE:— LINE DIAGRAM 3 06/13/13 0 NOT FOR CONSTRUCTION CAA 5/03/13 PLUMBING R No. Submittal!Revision App'd Date FACILITY HAS NO SANITARY OR POTABLE WATER AND UTILITY IEQUIPMENT/FRAME TO EXISTING AT&T EQUIPMENT AREA E3 GROUNDING PLAN 3 06/13/13 Drawn: CAA Date; 05/03/13 Designed: RGB Date: 05/03/13 E4 JELECTRICAL & GRO'bNDING DETAILS 3 06/13/13 Checked: RGB Date: 05/03/13 HANDICAP RE UIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN Project Number HABITATION. ANDICAP ACCESS IS NOT REQUIREDi DO I SCALE D 327-061 i n f i n Project Title GENERAL DY N A M 1 G S CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING OCCUPANCY I OTE: engineering MATTITUCK THIS FACILITY IS AN UNOCCUPIED TELECOMMUNICATIONSDIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL SWITCH THAT WILL ONLY BE OCCUPIED FOR BRIEF 2255 SEWELL MILL ROAD Wireless Services IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY (NYNYNY0228) INTERVALS WHEN MAINTENANCE OR EQUIPMENT I3ooi62 130 DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE FAA #: 10075046 MARIETTA, UPGRADES ARE REQUIRED. ONCE CONSTRUCTED AND TEL: G 4 .44E63 RESPONSIBLE FOR SAME. FULLY OPERATIONAL, THE FACILITY WILL BE OCCUPIED FAX: 678.444.44.72 ELIJAHS LANE FOR LESS THAN 8 HOURS AT A TIME. SANITARY SEWER (TUCK, NY 11952 IS NOT REQUI ED SIGNATURE BLOCK I Prepared For: >1 Fail OWNER/OWNER'S AGENT VICHTY MAP . NOT TO) SCALE PROJECT INDEX . APPR®v DA NOTED InPROJEC TEAM . c ............. \\\ SITE NAME. U C _- SIGNATURE GULAR WIRELESS PCS DAT LLC ,: \........ \,.: Jd ATE CIN ,:';;: ::.,..;.. ,:,.:::::: ::.::::♦,; ::::: ;::::::::: . APPLICANT: NEW �_ � ��- ,:.::::::::,,,:,::::...,,: \ ?, T TYPE. GENERATOR ADDITION SITE tt'T 1= G .;t ,T1d1Ei. AT �*y GENERAL DYNAMICS CONSTRUCTION a N2 0 AM THEE! utch u LEASE AREA. 6 0 X 10 —0 MAN CONTACT: ;;.`: �, � :♦. ,::; .�*,, ,�, -�0wIN® IN i : .;. io ONE: 201 -518-1970 1 FOUNDATION f ,Q FIEQUIRED Cn PH FA NUMBER. 10075046 NYNYNY0228 SIGNATURE nUGH =_dHl, Q I����I � i RIEAL CAIJIL��i,:IF' N SITE ADDRESS: ELIJAHS LANE �, \ \ W ....., MATTITUCK, NY 11952 AT&TWIT it COMPLVE MOBILITY 4 FINAL-C®NITR0TION FIE'fL'' Zco CONSTRUCTI N GENERAL DYNAMICS �{ater [II \ W a \ ul G�rin� u> TOWER OWNER: NEW CINGULAR WIRELESS PCS, LLC ALLCONSTRUCTION b i�f REQUIRIMINTS OF THE L7 MANAGER: SATE _ ` 0RNOTF f JURISDICTION: TOWN OF SOUTHOLD SIGNATURE F � � � � S Or ' \�.. �1G� e 5IQN OR ONS �� �• � A ��� f „ Drawing Scale: CONTACT: MARIO LIRIANO ,... LATITUDE: 40° 59 57.79 N (NAD 83) AS NOTED PHONE: 201 -518-2352 "� ,, 5 ,� � :�' �. \ ~ LONGITUDE: 72 30 40.17 W (NAD 83) ELECTRICAL ° \ Date: CURRENT USE: TELECOMMUNICATIONS FACILITY SIGNATURE ��` 05/03/13 ENGINEER: INFINIGY ENGINEERING �\ \.��\ : •Mate DATE 2255 SEWELL MILL ROAD . I VJ i \ , PROPOSED USE: TELECOMMUNICATIONS FACILITY �wyf n Drawing Title ' 1LlG .: .• .'..: :: ... : .::.:..:���'*. .\v`.::.., .. 'S. ,,♦..::; SUITE 130 \.:::::::,.:.\ ,:,:.;;;a., �I t.:.,.., .:..,,:..,\:,......,.. „E;,:,::.,.: 0 C K 4 LOT 11 . 3 _ a :z:,.: ,,.,..,. :::::::., PROPERTY TAX ID. SECTION 108 BL I a, 8111 ., \ ::.,,.. \ _aLV �` MARIETTA � . 48 L� I{ MARIETTA, \:. ..::::. ... .::....::. ,•�. . ZONING DISTRICT. LIMITED BUSINESS SHEET ,,.., ::..:. . TLE CONTACT: RUSSELL BLACK ;,, ;..::.:::� .\��:.::.::..�..♦♦...:.:.♦.::::: . ::.::. .:: :.:. �♦,::::,:::.:: ,.,,. �;. ` �..,........:♦:...�..:�..::.:.:.::::::::::::::::......: „ POWER COMPANY. LONG ISLAND POWER AUTHORITYSIGNATURE 9 444 4463 .. , �,.:.::::...::.:..♦ \�♦:...,,....♦ `�.,:.::::.:. � ( , ± SL NAD 88 .. ... ........ .... .....:.,.::.::,::.:..,.. ,\ ,..:, \\ ,,.,\.....,.... \.......,�. ...., PROPERTY OWNER: G O B I L A PARTNERSHIP i Drawin Nu tuber _ ,..�... ..:...... ......�.. . .... ............... .\\�\ ,,...:., ,♦.,�:.';; :.::.::.::.::.::.::.::.::.::.::.:::� AIN ROAD .♦ 3 2 9 ♦..: «.::.:::..:.:::.:. 11935 \..♦ \..., \\. SIGNATURE , ..:.:...............,.::::::..::::.:,.:.,,♦,,.:.♦,.....�♦.,.......::..,,♦.♦. .:.,,,.::: ...,,,,.............,. ....::.....�.,:.....,::...::.................,,..,.\.\♦,.::.:::.,,..::,,:...,».., , , DATE T1 GENERA PROJECT NOTES (GENERAL CONSTRUCTION NOTES 1 . THE ENGINEER SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT 1 . GENERAL ON A ONE TIME BASIS. A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION I. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. CUM) CD 2. THE CONTRACTOR SHALL TOPSOIL AND SEED ALL DISTURBED AREAS. SAFETY. J. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES REFERENCED IN ACI-301 . _ Q 3, THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE- BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY BELIEVED TO EXIST IN ICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY K. DO NOT WELD OR TACKWELD REINFORCING STEEL. C � 0 GROUND STRUCTURES AND/OR UTILITIES AND ALL DAMAGES WH J o o THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM LOCATE AND PRESERVE UNDERGROUND UTILITIES. L. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE N :21`01.0 THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS AND ALL OTHER EMBEDDED . _ C J - Q IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR ITEMS AND FORMEID DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE J w SUCH PIPELINES SUBSURFACE STRUCTURES AND/OR UTILITIES NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER PLACEMENT. �� UJ U Q � r- S � PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL cn � � C° IN THE ARE MAY BE SHOWN OR MAY NOT BE SHOWN; AND IT REQUIRE APPROVAL. M. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE w . SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT N a EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND CONTINUOUSLY THROUGH JOINT. N BLAST, CALF 1 -800-272-4480. COORDINATE HIS WORK WITH THE WORK OF OTHERS. N NOTIFIED IN WRITING OF ANY N. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 4. THE ENGINEER SHALL BE E. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL BE 0PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD CONDITIONS ' THAT VARY FROM THOSE SHOWN ON THE PLANS. THE REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR. . JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE ENGINEER. EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND 2. EXCAVATIONS/FOUNDATION ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE P. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. A. FOUNDATION EXCAVATION SHALL BE HAND-TRIMMED TO REMOVE LOOSE Q. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND DURING THE PERFORMANCE OF THIS CONTRACT. MATERIALS. �� OF SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. sr y P � S. s T� O 6. THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL. R. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO DAMAGED OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS C. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS-ON-GRADE AND APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS BEFORE DISTURBED AS DETERMINED BY THE ENGINEER. FOOTINGS SHALL BE "SW" OR BETTER PER ASTM D-2487 COMPACTED TO A CONTAINING CHLORIIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT w. 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. MINIMUM 95% STANDARD PROCTOR DENSITY PER ASTM D 698. FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. 0 OZ109 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND D. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. S. PROVIDE A STEEL TROWEL FINISH TO THE SLAB. INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, E. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, T. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 , ACI 318, UNAUTHORIZED RATION OR ADDITION ro THIS DOCUMENT ISA VIOLATION of CERTIFICATES, ETC. WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE ACI 336, ASTM A184, ASTM A185, AND THE DESIGN Bc CONSTRUCTION APPLICABLE STATE AND/OR LOCAL LAWS 9. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER. SPECIFICATION FOR CAST IN PLACE CONCRETE. MONUMENT4TION. ANY MONUMENTATION DISTURBED OR F. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. DESTROYED', AS JUDGED BY THE ENGINEER OR OWNER SHALL BE U. INSTALLATION OF CONCRETE ANCHORS SHALL BE IN ACCORDANCE WITH THE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE G. FOOTING EXCAVATIONS SHALL BE CUT NEAT. MANUFACTURER'S WRITTEN SPECIFICATIONS. THE ANCHOR BOLTS, DOWEL, OR RODS SUPERVISION OFA LICENSED LAND SURVEYOR. SHALL CONFORM TO THE ANCHOR MANUFACTURER'S SPECIFICATIONS FOR MATERIAL 3 ISSUED FOR CONSTRUCTION CAA 6/13/13 STRENGTH, EMBEDMENT DEPTH, SPACING, AND EDGE DISTANCE OR AS DETAILED 2 NOT FOR CONSTRUCTION CAA 6/10/13 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING 1 NOT FOR CONSTRUCTION CAA 5/31/13 SPECIFICATIONS, AND COORDINATE WORK WITH ALL CONTRACTS FOR THE SITE. 3� CONCRETE APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS SHALL BE o NOT FOR CONSTRUCTION CAA 5/03/13 11 . ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE PROVIDED BY RAMSET/RAMHEAD, HILTI OR APPROVED EQUAL, IF THE No. Submittal/Revision App'd Date IN ACCORDANCE WITH THE LATEST REVISIONS OF THE STATE/LOCAL CODE A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: AC 301 MANUFACTURER'S SPECIFICATIONS AND DETAILS ARE FOUND TO CONFLICT WITH Drawn: CAA Date: 05/03/13 AND OSHA ',REGULATIONS FOR CONSTRUCTION. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, THAT SHOWN HEREIN, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. Designed: Rce Date: 05/03/13 12. CONTRACTPR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". V. THE CONTRACTOR SHALL VERIFY FROST LINE AND FOOTING DEPTH REQUIREMENTS Checked: Rce Date: 05/03/13 SURFACE ERAINAGE DURING THE COURSE OF WORK. WITH THE JURISDICTION HAVING AUTHORITY PRIOR TO CONSTRUCTION. THE FOOTING B. MIX DESIGN SHALL BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO 13. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE PLACING CONCRETE. SHALL BEAR BELOW THE FROST LINE OR AT LEAST 12 INCHES BELOW GRADE, Project Number COORDINATED WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE ENGINEER WHICHEVER IS GREATER. 327-os1 AND THE UTILITY OWNER 24 HOURS BEFORE EACH AND EVERY CONNECTION TO C. CONCRETE SHALL BE NORMAL WEIGHT, 6� AIR ENTRAINED (�1 .5�} WITH A MAXIMUM 4" SLUMP, AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI W. THE CONTRACTOR SHALL VERIFY ALL ELECTRICAL CONDUIT SIZES AND PENETRATION Project Title EXISTING SYSTEMS IS MADE. UNLESS OTHERWISE NOTED. LOCATION PRIOR 70 POURING THE SLAB. REFER TO SHELTER MANUFACTURES'S 14. MAINTAIN LOW FOR ALL EXISTING UTILITIES. D. MAXIMUM AGGREGATE SIZE SHALL BE 1 ". SPECIFICATIONS FOR ADDITIONAL INFORMATION. MATTITUCK 15. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS UNLESS NOTED OTHERWISE (NYNYNY0228) ON THE DRAWINGS. E. THE FOLLOWING MATERIALS SHALL BE USED: 4. STRUCTURAL NOTES/DESIGN CRITERIA: FAA #: 10075046 16. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE PORTLAND CEMENT: ASTM C 150, TYPE I AWAY FROM THE SITE AREA. REINFORCEMENT: ASTM A 615, GRADE 60 A. REFERENCED DESIGN CODES: TO ALL UTILITY CONNECTIONS AND PROVIDE NORMAL WEIGHT AGGREGATE: ASTM C 33 MATT( S LANE 17. THE CONTRACTOR SHALL TAKE TIES -INTERNATIONAL BUILDING CODE-BUILDING/DWELLING CODE (LATEST EDITION) MATTITUCK, NY 11952 MARKED-UIP AS-BUILT PLANS. AS-BUILT PLANS SHALL BE REVIEWED BY THE OWNER WATER: DRINKABLE ADMIXTURES: NON-CHLORIDE CONTAINING -INTERNATIONAL BUILDING CODE-STRUCTURAL CODE (LATEST EDITION) AND HIS REPRESENTATIVES, AND THE CONTRACTOR SHALL PROVIDE ANY CORRECTION -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE LATEST EDITION THE OWNER AND HIS REPRESENTATIVES L CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM ( Prepared For: OR ADMISSIONS TO THE SATISFACTION OF F. REINFORCING SHALL -AISC LOAD 8c RESISTANCE FACTOR DESIGN (LRFD LATEST EDITION) BEFORE UTILITIES WILL BE ACCEPTED. AS-BUILTS SHALL INCLUDE ALL POWER, YIELD STRENGTH Fy = 60 KSI. REINFORCING DETAILS SHALL BE IN -BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI LATEST EDITION) N TELEPHONE, GROUNDING, ETC. ACCORDANCE WITH THE LATEST EDITION OF ACI 315. [] PERMITTED. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE: iz 18. NO OUTSIDE STORAGE ON SITE SHALL BE PERM( G 19. SITE GROUNDING SHALL COMPLY WITH AT&T GROUNDING STANDARDSLATEST EDITION, 1 . CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH........3" Z ,. , AND COMPLY WITH AT&T GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL 2. CONCRETE EXPOSED TO EARTH, WEATHER.........................2 to GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. 3. SLABS....................................................3/4 4. ALL OTHER CONCRETE.....................................1 1 /2" 20. THE COMP '-ETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE SPECIFICATIONS AND TOWER DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR REVIEW OF TOTAL BID H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL Cn PACKAGE PRIOR TO BID SUBMITTAL. W "OWNER PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. Z 0 21 . FOR ITEMS', THAT SHALL ,BE PROVIDED BY THE OWNER & INSTALLED BY THE CONTRACTOR, SEE W SUPPLIED MATERIAL LIST INSERTED IN THIS DRAWING PACKAGE. 13 22. RECORD DRAWINGS, MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED Drawing Scale: OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. AS NOTED 23. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED IN THE DESIGN Date: PACKAGE.' 05/03/13 24. FOR OUTDOOR ATS, SECURE PROPOSED ATS TO EXISTING AT&T EQUIPMENT SHELTER USING UNISTRUT AND 3\8"0 GALV. WEDGE ANCHORS. Drawing Title 25. ALL WORK SHALL BE DONE IN A SATISFACTORY CONSTRUCTION PROFESSIONAL SAND FANALVOAPPROVAKEBMATHE R. ALL WORK SHALL BE SUBJECT TO INSPECTIONDURING CONSTRUCTION MANAGER. GENERAL NOTES 26. THE CONTRACTOR SHALL PROVIDE ANY NECESSARY PROTECTION FOR EXISTING UTILITIES DURING CONSTRUCTION 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL WASTE DEBRIS AND VEGETATION FROM THE SITE. BURIAL AND/OR BURNING OF WASTE MATERIALS IS NOT ACCEPTABLE. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED WITHIN THIS DESIGN PACKAGE. Drawing Number DISCREPANCIES AND OMISSIONS SHALL BE BROUGHT TO THE ENGINEER'S A TTEN TION PRIOR TO BIDDING C1 • — o Q _ 0 •L � -I O —IO o • JLLJ (D d W EXISTING WOOD y-- w 5 a °,° N/F COUNTY FENCE EXISTING Ln 1 OF SUFFOLK FRA MEDLi Ln iY J X \ CHUNG JA CHOI, GARAGE C: N L EXISTING �� CORNELIUS J. ADJACENT _ MASTON . — EXISTING PROPERTY LINE-JI INE - - - - PROPERTY LINE N70' 30, 50»E �I475. 60 - - , . TQC �0 N F GOBIL, A PARTNERSHIPI ZONE: LIMITED BUSINESS - - - - - --- - - - - - - - - - - - - - � 1, 10 �l? UNAUTHORIZED AZTER� ON OR ADDITION ITO THIS y ` \ DOCUMENT IO APPLICABLESTATE AND/OR LAWS / \ / EXIS TING 0o \� BUILDING O 3 ISSUED FOR CONSTRUCTION CAA 6/13/13 2 NOT FOR CONSTRUCTION CAA 6/10/13 zl I 1 NOT FOR CONSTRUCTION CAA 5/31/13 I 0 NOT FOR CONSTRUCTION CAA 5/03/13 No. Submittal!Revision App'd Date EXISTING TELECOMMUNICATION I I COMPOUND (SEE SHEET C3) I 1 1 I O Drawn: CAA Date: 05/03/13 `O W Designed: ROB Date: 05/03/13 Checked: RCB Date: 05/03/13 / cv Project Number / I 327-061 Project Title y. MATTITUCK N/F JOSEPH NEVILLE �-� 06, 00» I — (NYNYNY0228) 488 05 FAA #: 10075046 06 � ELIJAHS LANE � MATTITUCK, NY 11952 _ _ I � _ I Prepared For: _ V_ Q EXISTING z BUILDING ' 0 Cn Cn W zCn W Drawing Scale: AS NOTED Date: 05/03/13 Drawing Title OVERALL SITE PLAN o�^a OVERALL SITE PLAN SCALE: Drawing Number 9 25' O 25' 50' C2 ISI _ ........ ._ .... ......... EXI S TING CHAINCD LINK FENCE Q ._ ftf 04 N Joo - — N w LLJ EXI S TING 00 CARRIER t}_ w Q °�° MONOPOLEEXIS TING EQUIPMEN T ON '— (f) C° `° EXISTING CONCRETE PAD fy J X EXISTING ICE u7 Q w a CARRIER BRIDGE C: N ~ `` EQUIPMENT N SHEL TER _.. . EXISTING CARRIER EQUIPMENT PL A TFORM .. ... _.... . - UNAUTHORIZED ALTERATION OR ADDITION o TO THIS DOCUMENT IS A VIOLATION OF 3APPLICABLE STATE AND/OR LOCAL LAWS 6p I EXISTING 20'-0„ X 3 ISSUED FOR CONSTRUCTION CAA 6/13/13 37'-6" A Tic T I I 2 NOT FOR CONSTRUCTION CAA 6/10/13 EQUIPMENT SHELTER I I NEW AT&T MOBILITY 1 NOT FOR CONSTRUCTION CAA 5/31/13 6'—O" X 10'-0" 0 NOT FOR CONSTRUCTION CAA 5/03/13 GENERA TOR No. Submittal Revision App'd Date PREMISES AREA EXISTING CA RRI;ER Drawn: CAA Date: 05/03/13 EXISTING 200' AMP I I Designed: RG6 Date: 05/03/13 EQUIPMENT SHEL TER Checked: RGB Date: 05/03/13 DISTRIBUTION PANEL PROPOSED AT&T EXISTING MTS Project Number 120\240, 10, EXISTING L——— —— J 327-061 60Hz, 200A ATS TELCO BOARD Project Title MATTITUCK 44 (NYNYNY0228) FAA #: 10075046 EXI S TING METER ............._.........._ _... _ . ELIJAHS LANE EXI S TING COMPACTMATTITUCK, NY 11952 PROPOSED A T&T GENERATOR INTERFACE MOBILITY 50K GENERATOR C 5 C 4 Prepared For: ON 4'—0" x 8'—0 CONCRETE PAD UI U z mini EXI S TING EXI S TING EQUIPMENT H—FRAME U_ LL � (n EXISTING Wco zco EXISTING BUILDING W DOUBLE GA TE Drawing Scale: .. ... ... .. AS NOTED Date: 05/03/13 Drawing Title z DISCLAIMER SITE PLAN D F- F-- 79 � SITE PLAN THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A z CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, AND 0 -- SCALE: SETBACKS SHALL BE VERIFIED PRIOR TO START OF Drawing Number = CONSTRUCTION. INFINIGY DOES NOT GUARANTEE THE ACCURACY 4' 0 4' 8' OF SAID PROPERTY LINES, EASEMENTS AND SETBACKS. C3 19301 176"1 1820 RECOMMENDED ELECTRICAL STUB—UPS C: o 071 7„� (SEE TOP VIEW) Q 1250 •— N N 24088 C94,8 7 — C49,2"1 IBAISE CD J J o o DESCRIPTION o 680 MOUNTING HOLES :2 to ro [26,8`1 4 PER SIDE AC LOAD LEAD CONDUIT GLAND AREA ❑A J Q 110 , LU0 -- o1 /2 C4,3 7 400 00 1) LOW VOLTAGE CUSTOMER W B �' bi C CO CONNECTION BOX FOR 120VAC GFCI Cn w OUTLET, (STANDARD BLOCK HEATER, SEE CY) w LO a BATTERY CHARGER AND OTHER NOTE 3 C N I­— LL EEMEM 120 VAC OPTIONS). N EMMEM �18761 839 2) TRANSFER SWITCH/ B 965 034,5"1 "1 387 COMMUNICATION CONDUITS. BASEBDLT B C15 2"] COMMUNICATIONS AND 2—WIRE FRAME CENTERS C24 9"1 START MUST NOT BE RUN IN CONDUIT WITH AC WIRING. 100 A 205 �0 A C 8 1"7 QF NEW Y S r o 411tp LOW VOLTAGE NOTES: s CUSTOMER CONNECTION 36.6 �s ' o �O X71096 R440 BOX (NOTE 3) 3199 C1 4"1 1 . THE LEFT SIDE OF THE GENERATOR IS SERVICE ACCESSIBLE. AROFFSSIO\` � CR17 3"7 TYP 112 6"1 2. 10 AMP BATTERY CHARGER ENCLOSED WITHIN CONTROL PANEL. (NOTE 9) 3. CONNECTION POINTS FOR CONTROL WIRES. BOTTOM OF LOW VOLTAGE UNAUTHORIZED ALTERATION OR ADDITION TOP VIEW BOTTOM VIEW PAD LAYOUT CUSTOMER CONNECTION BOX HAS KNOCKOUTS FOR 1/2" AND TO THIS DOCUMENT IS A VIOLATION OF 3/4„ CONDUIT FITTINGS. APPLICABLE STATE AND/OR LOCAL LAWS 2407 38"] 4. GENJERATOR MUST BE GROUNDED. 194 8"] OVERALL- 5. 12 VOLT NEGATIVE GROUND SYSTEM. OVERALL LENGTH WIDTH 6. OPTIONAL REMOTE EMERGENCY STOP SHIPPED LOOSE WITH GENERATOR. DISCHARGE 7. MAIN LINE CIRCUIT BREAKER (MLCB), AC LOAD LEAD CONNECTION AND 3 ISSUED FOR CONSTRUCTION CAA 6/13/13 (SEE NOTE 15) AIR INTAKE AUXILIARY 120/240V CONNECTION. 2 NOT FOR CONSTRUCTION CAA 6/10/13 S. LEVEL 2A SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR. 1 NOT FOR CONSTRUCTION CAA 5/31/13 9. DOORS MUST BE ABLE TO OPEN 90 DEG. TO BE REMOVED. O NOT FOR CONSTRUCTION CAA 5/03/13 AIR INTAKE DOORS ARE LOCATED ON THE LEFT SIDE OF THE GENERATOR ONLY. No. Submittal lRevision App'd Date TYP EACH SIDE 10. STUIB—UPS: BASE TANK REQUIRES ALL STUB—UPS TO BE IN THE REAR (SEE NOTE 16) CONTROL PANEL TANK STUB—UP AREA. Drawn: caa Date: 05/03/13 Designed: RCB Date: 05/03/13 11. 'A' IS THE STUB UP AREA FOR THE MLCB AND NEUTRAL CONNECTION. Checked: RCB Date: 05 03 13 (NOTE 2) 12. SEE: DRAWING OC3850 FOR DUCT REMOVAL. REMOVAL OF FRONT 0 0 LOW VOLTAGE •• •• DUCT WILL PROVIDE ACCESS TO MUFFLER. ® ® CUSTOMER CONNECTION �• •• Project Number BOX (NOTE 3) 13. 1201VAC ENGINE BLOCK HEATER. 327-061 14. 2101 GALLON USEABLE CAPACITY BASETANK STANDARD WITH GENERATOR. MLCB (NOTE 7) 1551 15. MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST. SEE SPEC Project Title C611"] SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. MA-rT�-rUCK 16. MUST ALLOW FREE FLOW OF INTAKE AIR. SEE SPEC SHEET FOR MINIMUM MINN • AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. (NYNYNY0228) 17. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE • 2516 THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE FAA #i : 10075046 • o C99"1 CODES, STANDARDS, AND REGULATIONS. OVERALL ELIJAHS LANE 0 0 0 o HEIGHT o o MATTITUCK, NY 11952 0 + ' 0 0 0 0 ITT 1581 Prepared For: E62,3`1 WEIGHT DATA (INCLUDES WOODEN SHIPPING SKID) IN 965 \ 1 ENCLOSED GENERATOR WITH EMPTY FUEL TANK — 1700kg (3750 lbs) ti C38"1 I I / I� o o LIFTING BRACKETS L TANK HT I I I� P TANK [10 X X02 LOT I I I UNITS: mm [INCHES] Z ■� STUB—UP (4 PLACES) AREA W 1067 Z co [42"1 876 CENTER DF GRAVITY 034,5 7 C9 601 1930 REAR V E W RIGHT SIDE V E W Drawing Scale: L76"] TANK LENGTH AS NOTED LEFT SIDE V E W Date: 05/03/13 Drawing Title GENERATOR DETAILS GENERATOR DETAILS - 50 KW Drawing Number C 4 10" THICK CONCRETE SLAB ON GRADE 8'-0" (12) #4 EQUALLY SPACED Q L (0 J00qt � ■ f �fi JWCD Lv ~ 00 LLJ -� WTDQ 0000 Q (� � CO CO Li.l (f) Ln ry w Q L0 <J C4 g 1- C14 N 12.6" 23.4" CD Q CD C�r N O LTJ O 0 - . ..L20 OCD Q0 F,.Nt0/\ .. ...... . . ..... .. ...... cfl �.... ..._. .. e/\ #4 REBAR EACH WAY (TYP.) CONDUIT ENTRY AREA (SEE SHEET C3) ��°rE\IONP� 1 /2" DIA.x6 x3 L STAINLESS STEEL ANCHOR BOLTS .�� (TYP. 8) MIN. 4" EMBEDMENT PLACEMENT BASED ON MANUFACTURES SPECIFICATIONS. CONTRACTOR TO VERIFY 3/4" MIN. CHAMFER UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF 4'-0" x 8'-0" AT ALL EXPOSED EDGES APPLICABLE STATE AND/OR LOCAL LAWS 10" THICK CONCRETE NCDSLAB ON GRADE : I a a a FINISH GRADE a r T �r 3 JISSUED FOR CONSTRUCTION CAA 6/13/13 dl T 2 NOT FOR CONSTRUCTION CAA 6/10/13 �. 1 NOT FOR CONSTRUCTION CAA 5/31/13 #4 REBAR EACH 'WAY D NOT FOR CONSTRUCTION CAA 5/03/13 No. Submittal/Revision App'd Date 8" DEEP COMPACTED GRANULAR MATERIAL Drawn: CAA Date: 05/03/13 Designed: RGB Date: 05/03/13 No TEsChecked: RGB Date: 05/03/13 ' 1. ACCESS SPACE, REQUIRED ON EACH SIDE OF THE GENERATOR IS FOR SERVICE AND PROPER AIRFLOW. Project Number 2. FOR SIZE AND L DCA TION OF ANCHORS AND OTHER REQUIREMENTS, SEE EQUIPMENT 327-061 VENDOR DRAWINGS. GENERATOR TO BE INSTALLED AS SHOWN ON CONCRETE SLAB. Project Title J. ALLOWABLE SOIL BEARING PRESSURE = 2,500 PSF MATTITUCK (NYNYNY0228) GENERATOR PAD DETAILS FAA #: 10075046 -- NOT TO SCALE ELIJAHS LANE MATTITUCK, NY 11952 Prepared For: TRENCH N V ISI � ------------ Q ------------ Z z N - ---_-__ -------- --- UNDISTURBED SOIL �. _------- . ......... co o 6" MAGNETIC WARNING TAPE Q '� ----------------------- - "--COMPACTED BACKFILL W V) Z CID W COMPACTED SAND 2" PVC; POWER CONDUIT 1 " PVC START CONDUIT Drawing Scale: 1 " PVC CONDUIT FOR BLOCK HEATER AND 12' 1 " PVC ALARM CONDUIT AS NOTED BATTERY CHARGER 18„ Date: 05/03/13 — SEPARATION DIMENSIONS MUST BE VERIFIED WITH LOCAL UTILITY CO. REQUIREMENTS. Drawing Title — COMPACTED SAND MAY BE REPLACED WITH LEAN CONCRETE (RED COLORED TOP) CIVIL DETAILS 2 UTILITY TRENCH DETAIL -- SCALE: Drawing Number C5 GENERAL EL EC TR�CA L NOTES: I. SCOPE: PROVIDE LABOR, MATERIALS, AND EQUIPMENT ETC., REQUIRED TO COMPLETE THE INSTALLATION SHOWN ON THE DRA WINGS. 2. CODES AND STANDARDS: INSTALLATION SHALL COMPLY WITH EXISTING CHAIN APPLICABLE LAWS AND ORDINANCES, UTILITY COMPANY LINK FENCE REGULATIONS, AND APPLICABLE REQUIREMENTS OF LATEST o EDI TIONS OF. Q ............... .._.... _......... A. NFC — NATIONAL FIRE CODES cy N B. NEC — NATIONAL ELECTRICAL CODE O C. OSHA — OCCUPA TIONAL SAFETY & HEALTH ACT N o o `r EXI S TING D. UL — UNDERWRITERS LABORATORIES �+ � w E. NEMA — NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION EXISTING CARRIER MONOPOLE EQUIPMENT ON c `'� '— 00 F. SBC — STANDARD BUILDING CODE EXISTING ICE �-- UJ U Q r` r- BRIDGE CONCRETE PAD •— � to .. w 3. COORDINA TION: 'COORDINA TE WORK WITH OTHER TRADES. — � < wQ 4. EXISTING SERVICES: DO NOT INTERRUPT EXISTING SERVICES _ (D N Wl THOU T WRITTEN PERMISSION OF THE OWNER. EXISTING CARRIER 5. EQUIPMENT CONNECT ELECTRICALLY OPERATED EQUIPMENT EQUIPMENT PLATFORM 6. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTION BETWEEN WORK AS SPECIFIED AND INSTALLED. .......... S ON A CLEAN SET OF CONTRACT 1 RECORD CHANGE EXIST TING 20'—0" X DOCUMENTS WHICH SHALL BE TURNED OVER TO THE 37'-6„ AT&T CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT ... �. EQU)IPMEN T SHELTER .... _. . ......... I 7. CUTTING NPATCHING: PROVIDE CUTTING REQUIRED TO DO -- _.... . . ...__ _. ...... - -- THE WORK. DONOT CUT MAJOR STRUCTURAL ELEMENTS \. WITHOUT APPROVAL. PATCHING SHALL BE OF QUALITY EQUAL \°R °FtSsioN� TO AND OF MATCHING APPEARANCE WITH EXISTING PROPOSED A T&T CONS TRUC TION. MOBILITY 5OKW GENERATOR UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF 8. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 24" RADIUS. ON 4'-0" x 8'-0" APPLICABLE STATE AND/OR LOCAL LAWS RGS CONDUI TS, WHEN SPECIFIED, SHALL MEET UL-6 FOR CONCRETE PAD GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR PROPOSED 2" EMT CONDUIT T:; USE WITH THREADED RIGID CONDUIT CONDUITS INSIDE FROM EXISTING DISTRIBUTION .i. BUILDING AND 0 ROOF SHALL BE GALVANIZED RMC UNLESS PANEL TO PROPOSED ATS NOTED 0 THER WISE. 3 ISSUED FOR CONSTRUCTION6 1 CAA / 3/13 NEW AT&T MOBILITY z NOT FOR CONSTRUCTION CAA 6/10/13 PROPOSED 2" EMT I 6'-0" X 10'-0" 1 NOT FOR CONSTRUCTION CAA 5/31/13 9. SUPPORTS. AS REQUIRED BY THE NEC. CONDUIT FOR POWER I GENERA TOR 0 NOT FOR CONSTRUCTION CAA 5/03/13 FEED FROM ATS I I PREMISES AREA No. submittal Revision App�d Date 10. CONNECTORS FOR POWER CONDUCTORS: USE PRESSURE TYPE EXISTING 200 AMP I EXISTING CARRIER INSULATED TWIST—ON CONNECTORS FOR #10 AWG AND DISTRIBUTION PANEL I I EQUIPMENT SHELTER Drawn: caa Date: 05/03/13 SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR #8 A WG AND LARGER. PROPOSED AT&T 120\240, EXISTING MTS Designed: RCB Date: 05/03/13 1 0, 60Hz, 200A A TS I I Checked: ROB Date: 05/03/13 EXISTING L- - -4 11. SERVICE.- 240 \ 12OV, SINGLE PHASE, 3 WIRE CONNECTION TELCO BOARD I III Project Number AVAILABLE FROM UTILITY COMPANY. COORDINATE AND PAY I III 327-061 ALL FEES. 12. IN CASES WHERE THE PANEL BOARD IS EQUIPPED WITH AN I I III t ct Title _ Project INTERNAL ATS; THE CONTRACTOR IS RESPONSIBLE TO 11 I I I III MATTITUCK DETERMINE THE FUNCTION AND OPERATION OF THE EXISTING I I I I I III (NYNYNY0228) EXISTING TING METER ----------- AI I I I TS AND CONFIRM lF A NEW ATS IS REQUIRED. FAA ' _ „ #. 10075046 EXISTING COMPACT �� \ _ — — PROPOSED (1) 1 SCH 40 SITE SPECIFIC CONSTRUCTION NOTES: GENERATOR IN TERFA CE _ _ _ —__�___________ PVC CONDUIT FOR ELIJAHS LANE — — — — — — — — — — — — — — GENERA TOR ALARMS 4 MATTITUCK, NY 11952 1. CONDUIT ROUTES SHOWN ON DRAWINGS ARE SCHEMATIC, AND ARE NOT CONDUIT TO PENETRA TE INTENDED TO DEPICT ALL FIELD CONDITIONS. CONTRACTOR SHALL VERIFY PROPOSED (l)— l " SCH 40 PVC(OUTDOOR)II" SHELTER AND ROUTE TO '', E4 FIELD CONDITIONS AND ROUTE NEW CONDUITS AS REQUIRED. (KEEP Prepared For: CONDUIT RUNS AS SHORT AS POSSIBLE) EMT(INDOOR) CONDUIT FOR BATTERY CHARGER PROPOSED 66 PUNCH BLOCK_ 4 AND BLOCK HEATER CIRCUITS. CONDUIT TO ON EXISTING TELCO BOARD W 2. PROPOSED CONCRETE PAD SHALL BE USED FOR THE INSTALLATION OF A E4 PENETRATE SHELTER AND ROUTE INTO THE PROPOSED (I)—l " SCH 40 4 � �■■� 50KW GENERAC GENERATOR AS SHOWN. EXISTING DISTRIBUTION PANEL. EACH CIRCUIT PVC(OUTDOOR)/EMT(INDOOR) CONDUIT TO HAVE (2) 20 AMP SINGLE POLE BREAKERS FOR GENERATOR START CIRCUITS. E4 3. ALL NEW CONDUITS INSTALLED ABOVE GRADE AND ATTACHED TO THE EXISTING CONDUIT TO ROUTE TO A TS Z EXTERIOR WALL OF THE EXISTING SHELTER SHALL BE GALVANIZED RIGID EXISTING > CONDUIT 2—HOLE CONDUIT STRAPS SHALL BE USED AS REQUIRED r0 EQUIPMENT H—FRAME PROPOSED (J1)-2" SCH 40 PVC p (OUTDOOR)/EMT(INDOOR) CONDUIT 4 ENSURE NEW CONDUITS ARE HELD SECURELY IN PLACE. ALL HOLES AND FOR EMERGENCY POWER. CONDUITKE7 J c ANCHORS SHALL BE SEALED WITH A CLEAR SILICONE SEALANT. EXISTING TO ROUTE TO ATS � �, BUILDING 4. ALL BELOW GRADE CONDUIT TO BE SCHEDULE 40 PVC UNLESS NOTED WcoCn 0 THER WISE. W L ,5. ALL PROPOSED ABOVE GROUND EXTERIOR CONDUITS TO BE RIGID STEEL. ALL INTERIOR CONDUITS TO BE EMT Drawing scale: 6. CONTRACTOR SHALL PROVIDE LB'S, JUNCTION BOXES, NEW CONDUIT & AS NOTED CONDUCTORS REQUIRED TO MAKE CONNECTIONS TO AC LOAD CENTER, Date: DISCONNECT & MANUAL TRANSFER SWITCH, AS REQUIRED. 05iO3i13 7. FLEXIBLE CONDUIT TO BE USED TO CONNECT GENERATOR AS NEEDED. Drawing Title 8. REFRAIN FROM DRILLING INTO ANY NEMA 3 ENCLOSURES. z ELECTRICAL SITE PLAN g, ALL SHELTER PENE TRA TIONS r0 BE MADE WA TER TI GH T D AND DETAILS 10. ALL ANCHORS & HARDWARE TO BE STAINLESS STEEL. z 1 ELECTRICAL SITE PLAN & DETAILS j \—L—J SCALE: 11. CONTRACTOR TO INSTALL PLASTIC BUSHING AT THE ENDS OF ALL Drawing Number CONDUITS ENTERING PROPOSED ATS & EXISTING DISTRIBUTION PANEL TO 4' 0 4' 8' PREVENT DAMAGE TO CONDUCTORS. El I ALARM ALARM ALARM ALARM DESCRIPTIONS INPUTSO 0 0 OUTPUTS DESCRI PTIONS PROPOSED 120/240, 10, 60H,z 0 o WHT/BLU o 1 0 200A NEMA 3R ATS C: Q GEN. SHUTDOWN/ gLU/WHT 2 '- 0 N "O WHT/ORG L 0 FAI L11 0 3 0 (3) 3/0 AWG o COMMON GEN. ORG WHT o 4 + (1 } #4 GND (3) 3/0 AWG + (1 ) #6 GND EMERGENCY POWER TO TRANSFER SWITCH N o o 4- 4 � 1 ALARM J LCC -'d- '-t5 WHT/GRN EXISTING 200A 1 PAIR #18 MULTI CONDUCTOR CABLE FOR GENERATOR START w l w 00 GEN RUN ( GRN/WHT o h o SERVICE DISCONNECT L� __ w V r r r` w WHT/BRN o 7 0 (NOTE 5) EXISTING F - PROPOSED 50KW GENERATOR 120/240, 10, 60Hz CO LEVEL ALARM ( BRN/FUEL WHT o 8 o METER N a WHT/SLT o 9 0 200A N M SPILL FILL SLT/WHT 10 n < OVERFILL I RED/BLU o 11 0 RUPTURED M 12 BASIN ALARM ( BLU RED � 00 13 00 0 0 14 0 0 #2 AWG SOLID TINNED GROUND (TYP.) 15 ­­ ­-n EXISTING 200A 0 0 16 0 o SERVICE FEED - 00 17 00 S. S Fd" yQ� 0 0 18 0 0 (3) 3/0 AWG 6 PAIR (MIN) CAT-5 FOR ALARM CIRCUITS Cl) �� + (1 ) #4 GND NOTES: 0 0 19 0 0 00 20 00 1 1 . FURNISH AND MOUNT 66-133-50 BLOCK IN TELCO BOX OR (2) #12 AWG & (1 ) #12 GND FOR BATTERY CHARGER _ ON TELCO BACKBOARD NEAR EXISTING ALARM BLOCK. o 0 21 0 0 L— (2) #12 AWG @ (1 ) #12 GND FOR BLOCK HEATER ,� °'1096 <e� 22 oNP 2. WIRE TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL. 0 0 0 � 0 0 23 0 o EXISTING TO THIS DOCUMENT IS A VIOLATION OF UNAU HORIZED N OR ADDITION 3 INSTALL ALLEBIDGING CLIPS (SIEMON—SA1-25 OR MTS EQUIVALENT) AS REQUIRED. � 0 24 0 0 20A APPLICABLE STATE AND/OR LOCAL LAWS 00 25 0 n 4. TURN BACK AND STORE UNUSED CONDUCTORS. o 0 26 0 0 20A INTERIOR - EXISTING EQUIPMENT SHELTER J I 5. SUBCONTRACTOR SHALL COORDINATE WITH CONTRACTOR TO o 0 27 0 0 EXISTING GENERATOR DETERMINE CONNECTIONS TO EXISTING BLOCK. 0 0 28 0 o EXISTING FEED 3 ISSUED FOR CONSTRUCTION CAA 6/13/13 RECEPTACLE TO BE ABANDONED 2 INOT FOR CONSTRUCTION CAA 6/10/13 00 29 00 1 NOT FOR CONSTRUCTION CAA 5/31/13 0 0 30 0 0 0 NOT FOR CONSTRUCTION CAA 5/03/13 00 31 00 No. Submittal I Revision App'd Date 0 0 32 0 o Drawn: CAA Date: 05/0,3/13 0 0 33 0 0 Designed: RG6 Date: 05/03/13 0 34 0 0 Checked: RGB Date: 05/03/13 35 0 EXISTING 120/240, 1 rD / PROPOSED 66 BLOCK FOR GENERATOR 0 0 36 0 0 200A DISTRIBUTION PANEL ALARM CIRCUITS (ON EXISTING TELCO BOARD) Project Number 327-061 00 37 00 0 0 38 0 o Project Title 39 40 2 ONE-LINE DIAGRAM MATTITUCK(NYNYNY0228) 00 41 00 42 -- NOT TO SCALE FAA #: 10075046 00 43 00 44 ELIJAHS LANE MATTITUCK, NY 11952 45 NOTES: 46 NOTE 3 0 0 47 0 0 1. CONTRACTOR TO CONFIRM THAT ALL EXISTING ELECTRICAL Prepared For: o 48 0 EQUIPMENT / RATINGS ARE INSTALLED PER NEC AND LOCAL JURISDICTION CODE. N 00 49 00 L1 0 0 50 0 0 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE MAIN ills BONDING JUMPER AND GROUNDING ELECTRODE CONDUCTOR ARE 0 0 0 INSTALLED PROPERLY IF DISTURBED DURING CONSTRUCTION. z 3. FOR ALL INTERNAL WIRING AND ARRANGEMENT, PLEASE REFER TOCn 0 DRAWINGS AND SPECIFICATIONS PROVIDED BY THE EQUIPMENT J 66-B3-50 MANUFACTURER. Q '> 4. PROVIDE SIGNS AT SERVICE ENTRANCE EQUIPMENT INDICATING THAN W PLAN ELEVATION SITE HAS ON-SITE AUTOMATIC START STANDBY GENERATOR IN Z ACCORDANCE WITH NEC ARTICLE 702.8. W 5. PROVIDE CIRCUIT BREAKERS FOR ATS AND PANELBOARD AS REQUIRED. Drawing Scale: 66 BLOCK GENERATOR ALARM ASSIGNMENTS 6. IF NEW H-FRAME IS REQUIRED, BOND ALL LEGS AND ATS CABINET AS NOTED -- NOT TO SCALE TO EXISTING GROUNDING SYSTEM. Date: 7. COORDINATE ELECTRICAL SERVICE WITH UTILITY COMPANY AS 05/03/13 REQUIRED. Drawing Title ONE-LINE DIAGRAM Drawing Number E2 GENERAL GROUNDING NOTES 1 . ALL GROUND CABLE IN CONCRETE OR THROUGH WALL SHALL BE IN 3/4" PVC CONDUIT. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTOR SLEEVES. 2. GROUND ALL EXPOSED METALLIC OBJECTS USING A TWO—HOLE NEMA DRILLED CONNECTOR - - SUCH AS THOMAS & BETTS #32207 OR APPROVED EQUAL. ..... ......... ............. o Q 0 cV 3. ALL EXTERIOR GROUND CONDUCTORS INCLUDING GROUND RING SHALL BE #2 AWG SOLIDCO BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS M o POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE INCLUSIVE ANGLE OF ANY BEND SHALL NOT EXCEED 90°. GROUNDING J W CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. w cna00 00 ._ 4. ALL BELOW GROUND EXTERNAL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL Lf) [If _; X EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARALLEL—TYPE, EXCEPT FOR N a THE GROUND RODS WHICH ARE TEE—TYPE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZED ' SUCH AS HOLUB LECTROSOL #15-501 . 5. WHERE MECHANICAL CONNECTORS (TWO—HOLE OR CLAMP) ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF A CONDUCTIVE ANTI—OXIDE COMPOUND ON ALL CONNECTORS. ............. PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTORS, REPAINT TO MATCH EXISTING AFTERel 0 CONNECTION I$ MADE TO MAINTAIN CORROSION RESISTANCE. ALL GROUND CONNECTIONS /cC/.na SHALL BE APPROVED FOR THE TYPES OF METALS BEING ATTACHED T0. : �I ;� �° C 6. THE CONTRACTOR SHALL COORDINATE AS REQUIRED TO HAVE UTILITY COMPANY NEW AT&T MOBILITY REPRESENTATIVE AT THE SITE TO DISCONNECT THE UTILITY NEUTRAL FROM GROUNDING 6'-0" x 10'-0" SYSTEM DURING FINAL INSPECTION SO THAT REQUIRED TESTING ON THE GROUND SYSTEM GENERA TOR 0_ �SSION CAN BE PERFORMED. THE CONTRACTOR SHALL PROVIDE NOTICE TO THE GD REPRESENTATIVE PREMISES AREA -� (TWO) DAYS PRIOR TO FINAL TESTING. IF THE CONTRACTOR FAILS TO MAKE UTILITY r —— ——— UNAUTHORIZED ALTERATION OR ADDITION COMPANY REPRESENTATIVE AVAILABLE DURING THE FINAL TESTING, THE CONTRACTOR SHALL I To THIS DOCUMENT ISA VIOLATION of APPLICABLE STATE AND/OR LOCAL LAWS PAY THE COST FOR AN INDEPENDENT GROUNDING CONSULTANT TO PERFORM THE GROUND RESISTANCE TEST. GROUNDING CONSULTANT SHALL BE SELECTED BY THE GD GROUND PROPOSED PROPOSED AT&T REPRESENTATIVE. IF THE UTILITY COMPANY REPRESENTATIVE FAILS TO APPEAR DUE TO NO ATS TO EXISTING I MOBILITY FAULT THE CONTRACTOR, NO PENALTY APPLY. GROUNDING SYSTEM I I 50K GENERATOR WITH , 2 SOLID BARE I I ON 4 0" x 8'-0 3 ISSUED FOR CONSTRUCTION CAA 6/13/13 7. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. TINNED COPPER WIRE CONCRETE PAD 2 NOT FOR CONSTRUCTION CAA 6/10/13 1 NOT FOR CONSTRUCTIONCAA 5/31/13 8. THE GROUND CONDUCTORS SHALL BE RUN STRAIGHT FOR MINIMUM INDUCTANCE AND I I 0 NOT FOR CONSTRUCTION CAA 5/03/13 PROPOSED A T&T VOLTAGE DROP. SINCE CABLE BENDS INCREASE INDUCTANCE, THE MINIMUM REQUIRED 120240, 10, t I No. Submittal Revision App'd Date BENDING RADIUS IS 8 INCHES WHEN BENDS ARE UNAVOIDABLE. ALL METAL WORK WITHIN 10 60Hz, 200A ATS I ___ FEET OF THE GROUND RING SHALL BE DIRECTLY BONDED TO THIS GROUND SYSTEM, �,—J Drawn: CAA Date: 05/03/13 WITHOUT USING SERIES OR DAISY CHAIN CONNECTION ARRANGEMENTS. Designed: RCB Date: 05/03/13 Checked: RCB Date: 05/03/13 9. PAINT, ENAMEL, LACQUER AND OTHER ELECTRICALLY NON—CONDUCTIVE COATINGS SHALL BE REMOVED FROM THREADS AND SURFACE AREAS WHERE CONNECTIONS ARE MADE TO Project Number ENSURE GOOD ELECTRICAL CONTINUITY. 327-061 Project Title 10. CONNECTIONS BETWEEN DISSIMILAR METALS SHALL NOT BE MADE UNLESS THE CONDUCTORS =.. 1 ARE SEPARATED BY A SUITABLE MATERIAL THAT IS A PART OF THE ATTACHMENT DEVICE MATTITUCK LISTED AND APPROVED FOR USE WITH THE SPECIFIC DISSIMILAR METALS MAY BE USED FOR PROPOSED #2 SOLID NYNYNY0228 THE PURPOSE. BARE TINNED COPPER 11 . ALL BELOW GRADE GROUND SYSTEM CONDUCTORS SHALL BE A MINIMUM DEPTH OF 30" WIRE GROUND LEAD TO FAA #: 10075046 (OR 6" BELOW THE FROST LINE, WHICHEVER IS GREATER). SHELTER GROUND RING ELIJAHS LANE 12. GROUND RODS SHALL BE INSTALLED IF THE LEAD DISTANCE BETWEEN THE GENERATOR AND MATTITUCK, NY 11952 SHELTER GROUND RING EXCEEDS 16'-0". GROUND RODS SHALL BE SPACED NOT MORE PROPOSED ,P2 SOLID BARE TINNED' COPPER WIRE GROUND THAN 16'-0" AND NOT LESS THAN 6'-0" APART. LEAD FROM SLAB REINFORCING Prepared For: 13. ALL PROPOSED RIGID CONDUITS ROUTED INSIDE SHELTER SHALL HAVE A GROUND LEAD STEEL TO SHELTER GROUND RING M INSTALLED AND TIED TO THE EXISTING DOWN LEAD AT THE CORNER OF EQUIPMENT [] SHELTER. Q 14. CONDUIT FROM EMERGENCY STOP TO ATS (RIGID) TO HAVE #2 SOLID TINNED GROUND TIED TO EXISTING SHELTER GROUND RING IN CONDUIT. 0 Cn 15. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO FIELD C011DITIONS. W cn En cn 16. CONTRACTOR SHALL NOT COVER UP GROUND RING AND CONNECTIONS UNTIL AN INSPECTION HAS BEEN Z PERFORMED. COORDINATE INSPECTION WITH CONSTEUCTION MANAGER. W 6 `� 17. PROVIDE TESTING OF GROUNDING SYSTEM AS DIRECTED BY CONSTRUCTION MANAGER. Drawing Scale: 18, THE MAXIMUM ALLOWABLE RESISTANCE READING SH`\LL BE 5 OHMS TO GROUND. IF THE RESISTANCE AS NOTED OF THE ENTIRE GROUNDING SYSTEM AS MEASURED AT THE ARRESTOR BRACKET EXCEEDS 5.0 OHMS, THE ELECTRICAL CONTRACTOR AND OWNER'S REPRESENTATIVE SHALL BE NOTIFIED SO THAT ADDITIONAL Date: GROUND LOCATIONS CAN BE UTILIZED. o5io3i13 19. COMPACT BACKFILL OF ALL TRENCHES FOR GROUN)ING RING. SITE SOIL OR #57 STONE MAY BE USED Drawing Title FOR BACKFILL MATERIALS. CONTRACTOR SHALL OBTIN APPROVAL FOR BACKFILL MATERIALS TO BE z USED FROM CONSTRUCTION MANAGER. r GROUNDING PLAN 0 GROUNDING PLAN " z THE CONTRACTOR SHALL VISIT THE SITE BEDRE BIDDING -- SCALE: ON THE WORK CONTAINED WITHIN THIS DESI(N PACKAGE. _ 4' 0 4' 8' Drawing Number DISCREPANCIES AND OMISSIONS SHALL BE ROUGHT TO THE ENGINEER'S A TTENTION PRIOR TO BIDDIIG 3 i I 00 0 (RIGID STEEL CONDUIT 36" OR 6" BELOW FREEZE CD . � C o PLUG R SPARE RIGID STEEL CONDUIT) CONDUIT COUPLING Q LINE. WHICHEVER IS GREATER GRADE •— < NrnN L JOO WARNING TAPE d GRADE FINISHED N _J `- CONTINUOUS _ GRADE ILL) Q �0 CADWELD �— •— 0 1= LJ N ILL] Lo Lo Q W Q — — S Q AGGREGATE C N COMPACTED EARTH w o � SURFACE � PVC SCHEDULE 40 BACKFILL o LL_ z CD SIZE AS SHOWN ON J cn RIGID STEEL LAYOUTS CONTINUOUS 1`0o ILLCONDUIT GROUND RING. m w SIZED PER _ GROUNDING DETA I RIGID STEEL TO � GROUND ROD COPPERWELD PVC ADAPTER 5/8"0x10'-0" LONG 64 '} MIN. i XI UNDERGROUND UTILITY STUB-UP V NOT TO SCALE UNAUTHORIZED ALTERATION OR ADDITION \E7 APPLICABLE STATE AND/OR LOCAL LAWS 3 TRENCH DETAIL FOR GROUND LEAD TO THIS DOCUMENT IS A VIOLATION OF NOTE: COPPER-CLAD STEEL NOT To SCALESEE SHEET E1 FOR LOCATION AND ADDITIONAL INFORMATION. 2 GROUND ROD (IF REQUIRED) -- NOT TO SCALE 3 ISSUED FOR CONSTRUCTION CAA 6/13/13 2 NOT FOR CONSTRUCTION CAA 6/10/13 1 NOT FOR CONSTRUCTION CAA 5/31/13 0 NOT FOR CONSTRUCTION CAA 5/03/13 No. Submittal/Revision App'd Date Drawn: CAA Date: 05/03/13 Designed: RGB Date: 05/03/13 Checked: RGB Date: 05/03/13 Project Number 327-061 SHELTER WALL FEEDER Project Title STEEL SLEEVE (TYP) MATTITUCK (NYNYNY0228) CAULK W/ PDXY PASTE FAA #: 10075046 ADHESIVE OR EQUIVALENT ELIJAHS LANE HYDRA STOP 300 POLYURETHANE I FOAM GROUT OR EQUIVALENT MATTITUCK, NY 11952 Prepared For: v CL PIPE (SIZE VARIES) TOWARD EARTH GROUND (DIRECT Z CURRENT FLOW CLOCKWISE FOR ALL 0 RINGS) Cf, Q � 112" (TYP) NOM 4" DIA (OR SMALLER) ELECTRICAL Z En METALLIC TUBING OR STEEL CONDUIT W NOM 1 " DIA (OR SMALLER) SCH 40 (OR 4" (TYP) HEAVIER) STEEL PIPE 5 GROUND CONDUCTOR CONNECTION Drawing Scale: -- NOT TO SCALE AS NOTED NOTE: CONDUIT ANCHORAGE IS REQUIRED Date: NEARBY TO PREVENT PIPE 05/03/13 MOVEMENT THRU PENETRATION Drawing Title PIPE PENETRATION 4 THRU SHELTER WALL ELECTRICAL AND GROUNDING DETAILS NOT TO SCALE Drawing Number E4