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HomeMy WebLinkAbout1000-61.-1-2.2MARTIN D. FINNEGAN' TOWN ATTORNEY r martin.finnegan@town.southold.ny.us JENNIFER ANDALORO ASSISTANT TOWN ATTORNEY jennifer.andaloro@town. southold.ny.us LORI M. HULSE ASSISTANT TOWN ATTORNEY lori.hulse@town.southold.ny.us 1 V`�k 16CSCOTT A. RUSSELL ;.._ -,. Supervisor SO Town Hall Annex, 54375 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1939 ® Facsimile (631) 765-6639 OFFICE OF THE TOWN ATTORNEY TOWN OF ffWMWID8, 2014 John J. Coughlin, Esq. Re, Nielsen, Huber & Coughlin, LLP joFEB ll 9 2014 36 North New York Avenue Huntington, NY 11743 e RE: AT&T Lease - Telecommunications Facility Town Hall Property Dear Mr. Coughlin: Please be advised that the Town Board of the Town of Southold did not obtain the necessary votes to amend the Town's Wireless Communications Code to permit a cell tower within a Historic District. As such, the Town cannot proceed with a lease with AT&T of a portion of the Town Hall property. At your request, the Town's Planning Department is reviewing the application previously submitted by AT&T/New Cingular for a cell tower located at 1040-B Hortons Lane, Southold, and will advise the applicant as to whether the application is complete and what, if any, additional information is needed. Should you have any questions regarding this matter, please do not hesitate to contact me. Very truly yours, J ifer A d loro Assistant To n Attorney JA/lk cc: Mr. Donald Wilcenski, Planning Board Chair Ms. Heather Lanza, Planning Director Mr. Rick Edwards, Cityscape K-ri P-�) C �E TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE:November 21, 2013 TO: Re: Nielsen, Huber & Coughlin LLC for Town of Southold 36 North New York Avenue Huntington, New York 11743 Please take notice that your application dated November 8, 2013 For permit to construct a wireless comm. tower & install equipment at D E LEI- � V E Location of property: 120 Traveler St. Southold, NYS NOV �. � 2013 County Tax Map No. 1000 -Section 61 Block 1 Lot 2.2 ---- Souil,old Town Planning Board Is returned herewith and disapproved on the following grounds: The proposed construction in the HB District is not permitted pursuant to Article XVII Section 280-70(I), which states: "antenna support structures permitted in ... HB zoning Districts, are subject to the following restrictions:" (1) Minimum lot size in accordance with the bulk schedule ( 20,000sq. ft.) The lot measures approx..19,594 Sq. Ft. (2) Maximum height 80'. The proposed height is indicated as 100'. (3) Minimum distance of all equipment to adjacent residential property lines or streets shall be no less than 500'. The proposed equipment is less than 500' to property lines & streets. The proposed construction requires Planning Board site plan review & special exception approval per Section 280-70G and Section 280-71 B & C and Section 280-72 & 73 of the Town Code. Also, the proposed construction is not permitted pursuant to 280-75. "No wireless comm. facility is allowed on any designated landmark property ... and (is) subject to Chapter 17c Approval of the Southold Town Landmarks Preservation Commission is required. Authorized Signature CC: file, Planning Board, Landmark Pres. Comm., i -RA Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. sm z _w .a .a 0 0 Ur/L. POLE w o 0 LlL. * 2 - �D EL 32.9' W �y )0 - 61 - 01 - 2.2 AREA - 19 7,594 S.F. 00-61-01-05 AREA=18,001 S.F. 00-61-01-9.3 AREA= 70, 296 S.F. i r iry iP, io I I rj I � ti _ L3'D S 60.38'10' W EL EVA T I DNS REFERENCE_ BLDG. DEPT. TOWN OFSOUTHOLD FOR INTERNAL USE ONLY Iron AM IIRF Initial Determination C 3__ Date Sent:�fl Date:v Project Name: 61 Project Address: i - Suffotk County Tax Map No.:1000 Zoning District: -662 -" -�� Request: (Note: Copy of Buildirig Permit Application and supporting documentation as to .proposed use or uses should be submitted.) r� Initial pe$elna#i n to h t r se ' permitted: Initial -Dete.rmrna tion as to whether site plan is required�-� Sig ature of Building Inspector Planning Department (P.D.) Referral: P.D. mate Received:_' i� I Date of Comment:_/ Final Determination Date: Decision: ,, Fi �M I r NOV 19 2013 !!1 BLDG. DEPT. TOWN OFSOUTHOLD FOR INTERNAL USE ONLY Iron AM IIRF Initial Determination C 3__ Date Sent:�fl Date:v Project Name: 61 Project Address: i - Suffotk County Tax Map No.:1000 Zoning District: -662 -" -�� Request: (Note: Copy of Buildirig Permit Application and supporting documentation as to .proposed use or uses should be submitted.) r� Initial pe$elna#i n to h t r se ' permitted: Initial -Dete.rmrna tion as to whether site plan is required�-� Sig ature of Building Inspector Planning Department (P.D.) Referral: P.D. mate Received:_' i� I Date of Comment:_/ Final Determination Date: Decision: ,low -NOF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 20 Approved , 20 Disapproved a/c 1G. Expiration. fill! BLDG. DEPT. LjHOLD 20 BUILDIN-U PERMIT APPLICATION CHECKLIST PERMIT NO. Building Inspector Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Attorney for Applicant: Mail to: Re, Nielsen, Huber & Coughlin, LLP 36 N. New York Ave., Huntington, NY 11743 Phone: 631-425-4100 CATION FOR BUILDING PERMIT INSTRUCTIONS Date ti °- , 20 1 2) a. This " . F SO be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets 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. New Cingular Wireless PCS, LLC ("AT&T") (Signature of applicant or name, if a awporatiwQ) Limited Liability Company 1444 E. Jericho Tpke., Huntington, NY 11743 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Applicant is Lessee Name of owner of premises Town of Southold Limited Liability. Company (As on the tax roll or latest deed) IfTap icapt4s,a � ,signature of duly authorized officer (Name and title eEporalmxan) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 41AID 1. Location of land on which proposed work will be done: No Number Traveler Street Southold House:Nurnber Street Hamlet County Tax Map No. 1000 Section 61 Block 1 _Lot 2.2 Subdivision Filed Map No. Lot — 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Town use b. Intended use and occupancy Same as above with Public Utility Wireless Telecommunications Facility 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Applicant proposes to erect a uni ole install public utility wireless telecommunications antennas therein and install related (De ri i�,,l e u pment in&*de propgjed eeguipmeen�t shelter and related fencipg/landscaping, all as depicted in the plates su MriP edlierewith. I, �stlmated ost �r e If dwelling, number of dwelling units If garage, number of cars (To be paid on filing this application) n/a Number of dwelling units on each floor 5. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Town use N/A Dimensions of existing structures, if any: Front Height Number of Stories Rear Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth Rear 3. Dimensions of entire new construction: Front Rear Depth Height Number of Stories * Iunipole and sq ft. AT&T leased equipment area cfrr�. a. Size of lot: Front Rear Depth 1j 10. Date of Purchase i�� 1 Name of Former Owner ,5I6' QV\A— C `� V1 11. Zone or use district in which premises are situated HB - Hamlet Business 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO E 53095 Main Road Names of Owner of premises Town of Southold Address Southold, NY 11971 Phone No. Name of Architect Malick & Scherer, P.C. Address ra,F,, tat�ag Malo 260 phone No Name of Contractor Address Phone No. l5 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 E 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. 631-765-1889 908-537-1300 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: :�OUNTY OF ) Chi being duly sworn, deposes and says that (s)he is the applicant (Name of Wdividual signing contract) above named, ;S)He is the of New Wireless PCS, LLC, Lessee (Contractor, Agent, Corporate Officer, etc.) :)f 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. Swori tp�before me t ' `1`_0i' day of 20 Notary Public Ne lar Wire ss PCS, LLC Victoria Brennan Esq By: Notary Public, State of New York Sign ure of Applicant 6072822 Qualified in Nassau County Commission expires April 15, 20 ------------- .20' I UIJ01. Ly Lit lU Typ). 4), 10) lz II I I 10 -0" 7- L.SEE SHEE' FOR DETA WORKING POINT # 100* TALL UNIPOLE ENGINEERED BY OTHERS TO BE PAINTED SW4' 0-27 "G I PROPOSED. 12'.X28-' AT&T EQUIPMENT SHELTER SEE DETAIL 1/S3 0 —Drivewayr-j COMPOUND PLAN 76" ,ar c FOR INTERNAL USE ONLY c� o■ A 1L.1 i I C% C ■ i Initial ®etertW1na1 on Date: �C 111 Project Name: 4;LIY4 Project Address:� 1 Suffolk County Tax Map No.:1'000- �� - �-� Zoning District: �-� Request: Date Sent:_zL_f` _1 = of Building Permit Application ano supp�� 11� �y u� (Note: Copy proposed use or uses should be submitted.) eterrriinati n to 6htlWr se ' permitted: Initial p �' Initial Determination as to whether site plan is required mentation as to re of Building Inspector Planning Department (P.D.) Referral: ' 2 3 �_I 9 � !� �/ �� 1 __ Date of Comment: P -D. Date Received: Final Determination Date: 1= Decision: n:.....fioro of i�tlll(IInCI Inspector ' DECLARATION OF COVENANTS AND RESTRICTIONS f WATER SUPPLY SENSITIVE AREAS THIS DECLARATION made this 1Uth d&y of September by Acdensy Prr►tiraR sar`igeeA ine. .., having its principal �. place of business a- Nortopa Leh®. Southold, New Y®;1t 40 h®rsinaftsr referred to as the "Declarant." # TN2SSETHt r WHEREAS, Declarant is the owner in fee simple of approximately es of real property located in the Town of ,� , Suffolk County® New York ®aas more fully described in Schedule 0A", snn®xed hereto, and recorded in ( the Suffolk County Clerk's Office at Liber r317 , pap® u , 0;�; On 5j 1473 ,® and ' WHEREAS, the said real property lie®, within the Town of S.+uthold zoning classification desionated, S"1 �: and t WHEREAS, application has been made to the SUFFOLK COUNTY DEPARTMENT of HEALTH SERVICES (SCDHS) for their approval in accordance with applicable standards, and WHEREAS, the SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ,.- has approved said neap prcdlded, however, that this Declaration be rocorded as against the ;a°d real properly in the Suffolk County Clerk's Office and the Declarations contained herein be fully- . is dome' Lind with® .� .. *sr lCr aeC°nok.:._ : Bloc ........ L®Y z (flrtich. 7 COVf!f►anea WSSAI 6IR5) { 10133 9334 NOWo THEREFORE, Declarant warrants, declares, and represents that the above-described property and any further subdivision T thereof, is helot subject to the following covenants and ° restrictions. 1. Declarant, its successors® and/or assigns acknowledge that the real property subject to.these Declarations and 4t Covenants is located within a designated "water supply sensitive area" of a sole source aquifer, andthat such areas are 3 r particularly environmentally sensitive due to immediate and long-term water supply considerations. Declarant, its successor@, and/or assigns .further acknowledges that the SUPPOW. j COUNTY DEPARTMENT OF HEALTH SERVICES is particularly concerned J ' with potential adverse environmental effects by Industrial discharges within such "water supply sensitive areas." 2. Declarant further recognizes and acknowledges the applicability of the Suffolk County Sanitary Cods, rules, regulations, and standards promulgated thereunder to the actions f. of the Declarant, its successors, and/or assigns in the r. development of said property of portions thereof. F 3. Pursuant to the above cited laws and regulations, Declarant, for itself, its successors, and/or assigns, further agrees to the following procedures with respect to future development, use and occupancy of the real property, or portions thereof, described abovea 10133 R As In accordance with Section 709.Ds of Artic'A 7 ®E the Suffolk County sanitary Code, the Declarant® its successors, and/or assigns, shall provide written notification t® the SCDHS within thirty (30) days of any t change in tenancy, occupancy, ®r industrial process of any portion of the said premises. This notification requirement ahsll not ripply to changes in tenancy or occupancy of the is Space where a permit in not, or would not be, required for the uses b. Discharge of toxic or hazardous materials, industrial wastes containing toxic or hazardous materials to groundwater*, to the surface of the ground, or beneath the surface of the ground, shi4l be restricted in accordance ° with Section 706 of Article 7'of the Suffolk County Sanitary Codes as vso or storage of toxic or hazardous materials on any premises shall be restricted in accordance with S,%®tion 706 of Article 7 of the Suffolk County sanitary Code. 4. The building area Of each lot 41hall not exceed of such lot's area without the provision of a sewage treatment Plant for the lot or unless the building on such lot is connected to a sewage treatment district facilityl provided, however, that no such connection or sewage treatment Plant shall be required if the dir®rharge of sanitary sewagco does not exceed (kgu )® gallons per dr -y Per acre of lot area or unless t.%e property shall subsequently become subject to mandatory requirements for sewage system connection by reason of its inclumion in a sewage district. As required by the standards promulted under Article 6 ^f the Suffolk County Sanitary Cade. T3 'T7 6 0 ® 'sir® -'s 41, 10133 %;Nx S. Declarant® its successors® and/or assigns, agree that upon written notification by SCONS to the respective tenant or occupant, said tenant or occupant shall® at its own cost and etpense, install a monitoring well or wells® both upgradient and downgradient in the groundwater flow where, in such notification, the SCbSS specifies the facts and circumstan,es under which it has reason to believe that the groundwater npider said premises is or wLll be threatened by a source of pollution from the said premisss& biclarant, its successors 'and/or assLgns shall install said monitoring well or wells in conformahceWith any reasonable requirements of the Suffolk County Department of Health services at its own cost and akpense. Noll specifications shall be ai follows Cl) 14inimum of 4 -inch well casing. (a) Screen to be 10 feet below groundwater level and S feet above groundwater level for a total ®f 15 feet. (3) wells shall be capped® vandalproof and accessible to SCDHS. This covenant in wade subject to the agreement Of the SCDHS that it. will not require the initallatidn of more than four (4) such monitoring wells per parcel without showing that: (1) There is reasonable concern ftp possible industrial discharges in vio)V�10n of the terms of th®se covenants or Other applicable laws. - 4 - a 13 M Such installation is required by virture of extension of existing structures, or modification of existing structures, extensions to sewage disposal systems or st®rmwater drainage systems, 6® All tenants and occupants on the subject premises shall, during norma' working hours, provide access to the subject 9 premises to authorised And appropriate county inspectors, subject to Any governmental security r6gulationr® 7® All notifications required to be, given hereunder to the Suffolk County Department of Health Services shall be in writing and addressed to the Commissioner of Health Services and mailed or delivered to the Department Of Health Services, 226 Rabra {. Drive East, Hauppauge, New York 11798, or to such other designated person or Agency as may be required® 8® The owner, tenant, occlopant or losses hereby consent, on behalf of themselvea, their successors and/or assigns to permit the Suffolk County Department of Health Services to'enter upon the above-described property and clean up any spills of illegal toxic or hazardous discharges, and to assume the reasonable coat of such cleanup which cost shall be entered ds a judgment upon notice against the Owner, occupant,'tenant or Jesse* responsible Cor such spill or spills® This paragraph shall hot apply to spills or toxic or hazardous materials which are not caused by or the fault of the owner; tenant, occupant or lessee, or any of their agents and/or employees® ®g® Mai 9. Any appeals or reque®ts foe variance pertaining to any of the provisions contained in items 1 through 8, described hereinbefore® shall be in accordance with Section 715 of Article 7 of the Sutfolk County Sanitary Code® 10. The Declarant, its successors,, and/or assigns shall not forth these covenants, agreements and declarations in any and all leasee to occupants® tenants and/or leuseea of the above-described property and shall® by their terms, subject same to the covenants and restrictions contained herein. Failure of the beclarant, its successors, and/or assign®®to so condLtion the leases shall not invalidate their automatic subjugation to the euvenants and to6 trictions® 11. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or 1 limitation upon any provisions of local, state, and federal lags, ordinances, and/or regulations in effect at the time of execution of this agreement, or at the time such lawns,®ordinances, and/or regulations may thereafter be revised, amended, or promulgated, 12. The declarations set forth in the WHEREAS clauses contained herein shall he deemed and construed to be promises, m covenants, and restrictions aim if fully repeated and set forth heroin. 13. This contract is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein, and they are doomed to be incor.porated herein and rade a part hare®!► as though fully set forth. am 0 ° Is 14. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions ®hal'1, by a court Of competent jurisdiction, be adjudged Ulegal, unlawful., :i invalid, or held to be unconstitutional, the same shale not affect the validity of these Covenants and restrictions as a whole, or any other p::z-'t Or provision hereof other Chan the part so adjudges to be illegal., unlawful, invalid, or unconstitutional. 15. Local Law 032-1990 - The Declarant represents and >` warrants that he has not Offered or givah any gratuity to any official, employee, or agency of Suffolk County, New York Stat`, ®r of any political party, with the purpose or intent of securing r favorable treatment with respect to the awarding at amending of an agreement, or the making of any determinations with respect to the performance of an agreement, and that such person has'read and to familiar with the provisions of Local Law 032-1980, 16. Any violations of these restrictions and covenants shall cause the violator, in addition to any fines, penalties and/or forfeitures prescribed by law, to pay for any and all reasonable legal fees and expenses incurred by the County of Suffolk in enforcing the Covenants and Restrictions contained herein. -7ft a A ,1133 K3410-, 170 These covenants and res,trIcxions.."shall run, w i th rh*; el ond ind'AaftaAl bo,!bg upopot-in�in -he Its mucc-hisops 'and/pr a ass-14MA i.hrla upon of I o eps 6r ..4 *m. 4n qr,--an �ibs 424-imfdo tund d, m a' I Inay -9 i the - 41 it t -A, 4, Pr•!the, Wr, 16misesMon1vi *4 t -h arto!& a' 114 i a•, i4, +A .1 -4: V+ 7 S a i a: �1('a J.. a 1 N. W1TNESS,WHCR9OFp Of Do.d1avant" hAs qkiftiite'd t h Its do*cumittt $..a a. .on tbel�lIlOth day of Sap v OM AL.. -ACAMENY PI liatwd By: STATE-POF NEW YORK CObNTY OF, SUFFOLK On this 10t,h d 'f % Septembev /e'vay , , 1985pbefore ma came **"rt"*h 114FOrP[An , •to Me known#. who, being: by me duly sworn*, did depose and say that he resides at PArkwnyv Nouthold, Now York ; that ho in the President # of Acit em PrLntihjtSergce1, Inc. thin corporation described in 11c execute tie orego, nq instrument,ithat he knows the seal of said corporation; and that he signed his, name thereto -by like carder. b r1__R0_TARy' 'pU6L7;­C SCHEDULE A DCSCRIP` rON 00 PROPERTY DECLARANT... H.D. REF. 4 to the matter of the application of AgAdemy Utntios Sary ova. YnL. (Attach Property Description Here) e BEGINNING .,t tho corner fo"ed by the inte.t-sectlon of the southerly side of Traveler 5tfOot with the easterly sbde of Ilorton's Lanai running thence Along the southerly side of Traveler Street North 98 degrees 15' SO" Fast 317,21 frot to land now or formerly o.f Blaschachi running thence along said land South 29 0agrees 30' 10" Mast 124.11 feet to land now of f'ormsrly of (locker` running thence alone said land South SH deRrees 13' 30" West 315.52 fort to the easterly aide of Harton'e Ivan*/ North 30 degrees 17' 40!' Wwet 124.21 feet to theornor aforesaid at the point or place of BEGINNING. � t/ Or ,�jr/77*c10 �B, <<•1 u ` E Jl JAS Mrticlr, 7 Cavo-nanta - 61HS) ;7CC)k.0 -t Re—, 4),e 1/o l9f a u WN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined , 20 Approved , 20 Disapproved a/c Expiration , 20 BUILDING I'....VIIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Attorney for Applicant: Mail to: Re, Nielsen, Huber & Coughlin, LLP 36 N. New York Ave., Huntington, NY 11743 Phone: 631-425-4100 r ��, ^il Building Inspector Il PPLICATION FOR BUILDING PERM IT NOV — 2413 Date Vi - , 2013 I INSTRUCTIONS BLDG. DEPT „ a. This ic`afieii be completely filled in by typewriter or to ink and submitted to the Building Inspector with 4 sets 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. New Cingular Wireless PCS, LLC ("AT&T") (Signature of applicant or name, if a aampmkvia) Limited Liability Company 1444 E. Jericho Tpke., Huntington, NY 11743 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder is Lessee Name of owner of premises Town of Southold Limited Liability. Company (As on the tax roll or latest deed) If a lic t ' W e ,Signature of duly authorized officer Ne �y (Name and title ioapzaf.x>Wxeex) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 4LAO 1. Location of land on which proposed work will be done: No Number Traveler Street House. -Number Street County Tax Map No. 1000 Subdivision Section 61 Block 1 - Filed Map No. Southold Hamlet Lot 2.2 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Town use b. Intended use and occupancy Same as above with Public Utility Wireless Telecommunications Facility 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Applicant proposes to erect a unip��ppole, install public utility wireless telecommunications antennas therein, and install related (( tt 4, esTimatedn&'de tprop;ed equipment shelter and related fencipgelandscapmg, all as depicted in the ecN rre (To be paid on filing this application) 5. If dwelling, number of dwelling units n/a Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Town use N/A Dimensions of existing structures, if any: Front Height Number of Stories, Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth VON Height Number of Stories * lam' unipole and sq. ft. AT&T leased equipment area yro�. 9. Size of lot: Front Rear Depth _ 1 t 10. Date of Purchase i��. 1 Name of Former Owner�` v>� QVVA– VI&U Vl 5)Ljc S' k- 11. Zone or use district in which premises are situated HB - Hamlet Business 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO 53095 Main Road 14. Names of Owner of premises Town of Southold Address Southold, NY 11971 Phone No. Name of Architect Malick & Scherer, P.C. Addressampton 53 Fronta a Rd to 260 phone No H,gi�1J Name of Contractor Address Phone No. 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,,YE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO _p'— * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 631-765-1889 908-537-1300 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey 8. Are there any covenants and restrictions with respect to this property? * YES -L NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: :AUNTY OF ) 4, being duly sworn, deposes and says that (s)he is the applicant (Name of ividual signing contract) above named, 'S)He is the of New Cingular Wireless PCS, LLC, Lessee (Contractor, Agent, Corporate Officer, etc.) )f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be )erformed in the manner set forth in the application filed therewith. 3wo t before me t _ day of 20 Notary Public Ne ar Wire ss PCS, LLC Victoria Brennan, Esq By: votary Public, State of New York Sign ure of Applicant 6072822 Qualified in Nassau County Commission expires April 15, 20 P i�l I+t , i � R�c Lanza, Heather From: Vicky Brennan [vicky@brennanshore com] Sent: Wednesday, January 02, 2013 12:31 PM To: Lanza, Heather Cc: 'John Coughlin'; Cummings, Brian A.; Finnegan, Martin Subject: RE: LI 1025 AT&T at Town Hall Attachments: LI -1025 auth letter.pdf Heather- here is the authorization letter you requested. Also, I agree with your comments below. Please let me know if you need anything else. I will wait to hear from you. Thank you. Victoria Brennan 631-807-7836 From: Lanza, Heather [ma iIto: heather. lanza@to wn.southold.ny.us] Sent: Wednesday, January 02, 2013 11:27 AM To: Vicky Brennan JAN — 2 Cc: John Coughlin; Cummings, Brian A.; Finnegan, Martin 4 Subject: RE: LI 1025 AT&T at Town Hall Hi Victoria, The Town is interested in leasing space to AT&T for the installation of a telecommunication tower. I received the information you sent (lease and photo simulations of the proposed tower). As we just discussed on the phone, you'll forward something official to me from AT&T designating you as their agent or representative for the lease negotiation. I will forward this lease to our Town Attorney, Martin Finnegan and also to our new consultant for their review. Also in our discussion today, you let me know that a reasonable time -frame for the lease negotiation is to have the lease executed in April, 2013. And that we could have a pre -submission meeting to discuss the site plan application and identify any issues with it prior to it being submitted (a requirement of our site plan process). Best regards, Heather From: Vicky Brennan[mailto:vicky(abrennanshore.com] Sent: Wednesday, January 02, 2013 10:57 AM To: Lanza, Heather Cc: 'John Coughlin' Subject: FW: LI 1025 AT&T at Town Hall Hi Heather- Happy New Year. I am following up on a letter that was given to me by the town. I understand the town may still be interested in leasing space to AT&T for the installation of a telecommunications tower. I am attaching a copy of the proposed lease agreement and the photo simulations we did 2 years ago. Please review and get back to me as soon as possible so we can discuss the matter further. Thank you. Victoria Brennan 631-807-7836 AT&T 1444 East Jericho Turnpike Huntington, NY 11747 January 3, 2013 Heather Lanza, AICD Town Planning Director 53095 Route 25 P.O. Box 1179 Southold, New York 11971 RE: AT&T lease at Town of Southold Heather: Please be advised that Victoria Brennan has authorization to negotiate the AT&T lease agreement on town property. if you have any questions please give me a call at 516-567- 8478. Thank you. Respectfully, Ji Joh ewe SysteTn Development Manager � r Pi Lanza, Heather" From: Vicky Brennan [vicky@brennanshore.com] Sent: Wednesday, January 02, 2013 1057 AM To: Lanza, Heather Cc: 'John Coughlin' Subject: FW. LI 1025 AT&T at Town Hall Attachments: LI 1025 - Photosim 081309_Page_1.jpg; LI 1025 - Photosim 081309_Page_2.jpg, 1025 Photosim.pdf; NY Land Lease Form - 2012.DOC Hi Heather- Happy New Year. I am following up on a letter that was given to me by the town. I understand the town may still be interested in leasing space to AT&T for the installation of a telecommunications tower. I am attaching a copy of the proposed lease agreement and the photo simulations we did 2 years ago. Please review and get back to me as soon as possible so we can discuss the matter further. Thank you. Victoria Brennan 631-807-7836 JA, N 2 From: Vicky Brennan[mailto:vickyCcbbrennanshore.com] Sent: Tuesday, August 17, 2010 11:52 AM To: 'Lanza, Heather'; 'Lawrence Re' Cc: 'SWEET, JOE (ATTCINW)'; 'Morris, Caroline'; 'John Coughlin' Subject: FW: LI 1025 AT&T at Town Hall Hi Heather - As you know AT&T has recently filed an application to construct a cell tower on the property known as "U -Store It" located at 10406 Hortons Lane, Southold, NY At a recent meeting with the town and its representatives, the town requested that AT&T resend its original proposal to construct a cell site on the town's property I am attaching all the documentation we sent last time including the email history Please review the attached and let me know if the town is interested in moving forward with a lease agreement with AT&T. Thank you and feel free to call me if you have any questions. Victoria Brennan 631-807-7836 From: John Coughlin [mailto:jcoughlin@rnhclaw.com] Sent: Wednesday, January 20, 2010 9:34 AM To: Lawrence Re; Lanza, Heather Cc: Vicky Brennan; SWEET, JOE (AITCINW); Morris, Caroline Subject: RE: LI 1025 AT&T at Town Hall Heather, I understand you had some difficulties opening the original pdf attachment. I am resending with the file saved in a jpeg format (two separate pictures), and resaved as a pdf. Please advise if you are able to open these attachments. 3 r orzr►r I Nc 11FLE3 PHOTO S I M stoo- at&t PROJecT iNFOR1iAnD�� ALfcr ! SCACRER. P. TRAVELER STREET "AV EAWAEEM SITENS L11023 C01V )WWFION /AIS�WrraIS!S' TRAVELER ST, LAW STiRWYMS SMONDLD. NY ow WIN IOU . 2" RT. m 15 Eoot wam+d Awns wI TEM01 STATIM NJ SOM Pwvrmo. NJ 07652 wale• X66-Sb4-4R" DATE ISSUED. 06/133* rte` d=-%U-WW A/E PROJECT NO.1 09DEC006 RE, NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW Yong AvENuE HUNTINGTON, NEW YORK 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 April 2, 2010 VIA FIRST CLASS MAIL Chairman Martin H. Sidor and Me-mbers of tl.e Planninb Board Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 OF COUNSEL WILLIAM J. NIELSEN cn APR TnWll '� Seut'nold -- RE: Visual Study Balloon Test for Proposed Public Utility Wireless Telecommunications Facility of New Cingular Wireless PCS, LLC ("AT&T") Premises: Town of Southold Property South side of Traveler Street, approximately 300 feet east of Horton's Lane Southold, New York S CTM#: 1000-61.00-01.00-002.002 Dear Chairman Sidor and Members of the Planning Board: We are the attorneys for New Cingular Wireless PCS, LLC ("AT&T") in connection with the captioned matter. AT&T intends to file an application seeking municipal approval for the installation of a public utility wireless telecommunications facility at the above -captioned premises. Transmitted herewith is the legal notice concerning the visual study balloon test for the proposed public utility wireless telecommunications facility. Said notice shall be published in the April 8, 2010 edition of the Suffolk Times, which we understand is the Town of Southold's official newspaper for legal notices. Should you have any questions with regard to the foregoing, please do not hesitate to contact us. Very truly yours, RE, NIELSEN, HUBER & COUGHLIN, LLP, By: r Janine. B rin /jb Enclosure LEGAL NOTICE ON APRIL 13, 2010, A VISUAL STUDY WILL BE PERFORMED AT THE PREMISES LOCATED ON THE SOUTH SIDE OF TRAVELER STREET, APPROXIMATELY 300 FEET EAST OF HORTON'S LANE, SOUTHOLD, NEW YORK, BEGINNING AT APPROXIMATELY 12:OOP.M., IN CONNECTION WITH AN APPLICATION NEW CINGULAR WIRELESS PCS, LLC ("AT&T"), SEEKING MUNICIPAL APPROVAL FROM THE TOWN OF SOUTHOLD FOR THE INSTALLATION OF A PUBLIC UTILITY WIRELESS TELECOMMUNICATIONS FACILITY. AS PART OF THE VISUAL STUDY, A BALLOON WILL BE PLACED AT THE HEIGHT IN QUESTION AT THE PREMISES TO AID IN ASSESSING THE VISUAL IMPACT OF THE PROPOSED PUBLIC UTILITY WIRELESS' TELECOMMUNICATIONS FACILITY. IN CASE OF INCLEMENT WEATHER ON APRIL 13, 2010, THE STUDY WILL INSTEAD BE PERFORMED ON APRIL 16, 2010, BEGINNING AT APPROXIMATELY 12:OOP.M. August 20, 2009 VIA UPS 16W" �L aw 3687 Park Avenue Wantagh, NY 11793 (516) 221-0775 office "u yqy�{;�� �%a�. �" �I:�+rry',y.�,sar. jAM.N"3 Y1A^3lhR^.Yt°.rvYj.f1�°tfi'!� (516) 221-665 GAF FE Heather Lanza, Director of Planning Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 F Y': AU G 21 2009 s T, r���'• ;sry'4:�.:t*���,r._'.'��,....'�t,��:Lrr".e��J?d�;:�tn;SY;�:r, Southold, NewYork 11971 RE: Proposal to Lease Wireless Telecommunications Facility at: Town of Southold Property S/s/o Traveler Street, approx. 300' e/o Hortons Lane Southold, New York District 1000, Section 61, Block 1, Lot 2.2 AT&T Site LI -1025 Dear Ms. Lanza: Thank you for meeting with Lawrence Re and me several weeks ago in regard to leasing a portion of the Town of Southold property at the above referenced address. Pursuant to our conversation, during which, you requested AT&T to send you a proposal with the details of our installation along with lease exhibits and photos, we enclose three (3) sets of a proposed lease exhibit and three (3) sets of before and after photographs depicting existing conditions and the view of the site if the proposed pole is installed. The photosimulation depicts a brown pole, but AT&T would be willing to utilize another color of the Town's choosing. In summary, AT&T would like to construct an 80' unipole on the property. AT&T would install six (6) antennas inside the pole. At the base of the pole AT&T would construct an aesthetically pleasing screened shelter that would house our equipment. As you can see from the photo simulations, this installation would fit in with the general character of the area in that you would not be able to discern that this was a telecommunications site. AT&T will be responsible for all of the costs of zoning, permitting, construction and utility consumption connected with its facility. For the right to install its facility at your property, AT&T is willing to pay a rental fee of $1,500.00 per month ($18,000.00 per year) with annual escalations of three percent (3%), subject to the execution of a lease agreement by both parties. PREMISES: AT&T requires 560 square feet of space to install the unipole and the shelter. LEASE TERM: Initial term to be five (5) years, plus four (4) consecutive options to renew for five (5) years each, for a total of twenty five (25) years. RENT: The monthly rent shall be one thousand five hundred dollars ($1,500.00). RENEWAL INCREASE: Rent shall be increased by three percent (3%) of the preceding years rent. In addition, the Town can generate substantial revenue by leasing additional property to any collocators who desire to install antennas inside the pole. AT&T would retain the right to lease tower space, but as a condition precedent we can request that the carrier lease ground space for their equipment from the town first. Please feel free to call me with any questions that you may have in reviewing this proposal. If you decide you are interested in leasing your property to AT&T please contact me at 516-221-0775 as soon as possible. Thank you in advance for your time and consideration. Sincerely, Victoria Brennan Victoria Brennan AT&T Site Acquisition Consultant (516) 221-0775 office (516) 221-6659 fax Katie(&..brennanshore. com eell 63,_ Ib') - I t36 I�1 TRUE (APPROX.) LEGEND "'71�T !LI NES DENOTE EXISTING CONDITIONS li ^' .. � ,HEAVY LINES DENOTE PROPOSED CONDITIONS o i 1 E-3 AUG ° �l 2009In �.L� Traveler Street _ >11 0 o , ------------ - — _—'------------ -------------- - — - — - - — - — - OH-- ---OH 1 -----pH_ H -- —_.—OH_—_ —OH---OH----0H--�-OH--_ ti�"_AH-3-.,-.-6H+-•�-'', a�...,.-.......OH.—__OH ..n6hry' OH—I--OH--_ _ 0------------ _ — — _ — _ _ O _ _ _ _ _ _ _ T — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C) Side Yard Setback W 00 a — I � o I I I w I I I 160'-0" Fall Zone Setback rw I I I I 'r' I I 16 I I I - —Drivewoyti I I Side Yard Setback I �I I� i I I IL 'i I-------- --------------------- Q Adjacent Lot 2.1 ^ i o } o� I L PROPOSED 12'X20' AT&T N 0) EQUIPMENT SHELTER r \p, i� PROPOSED AT&T 80' rY TALL BROWN UNIPOLE �,... ' w r� r r -- — - —- —-—-—-—- — - — - —- ��Pryopp)erty TLine !_PROPOSED WORK AREA v Adjacent v v Adjacent v SEE LE -2 FOR DETAILED LAYOUT Lot 3 1 Lot 3 2 Existing Utility Pole and Overhead Line (Typ) 11,�� /V/pQ,D '/AL I CK & S(CHERER, P. C. 9NSULT/NG ENGINEERS CONSTRUCT/ON INSPECTORS LAND SURVEYORS ONE SALEM SOUARE. 295 RT.22E WHITEHOUSE STATION. NJ 08889 PHONE: 908-534-4995 FAX: 908-534-0507 MS1 TE PLAN LE -1 0 30' 60' t&t 15 East Midland Avenue Poromus• NJ 07652 DRAWING TITLE: LEASE EXHIBIT PROJECT INFORMATION: TRAVELER STREET SITE: L11025 TRAVELER ST. SOUTHOLD. NY PROPERTY OWNER: SITE # LI1025 ISSUED FOR REVIEW — 08/13/09 DRAWING NO.: LE -1 REVISION: A DATE ISSUED:08/13/09 DRAWN BY: LM CHECKED BY: CCS SCALE: AS NOTED APPROVED BY: GS SHEET NO.: A/E PROJECT NO.: 09BECO06 ISI TRUE ( APPROX. ) PROPOSED 12'X20' AT&T EQUIPMENT SHELTER PROPOSED 8' TALL BROWN PRIVACY FENCED COMPOUND 35'X16' 560 SF GEGEN LIGHT LINES DENOTE EXISTIrG CONDITIONS (2) 4' WIDE SWING GATE HEAVY LINES DENOTE PROPOSED CONDITIONS o \- Y 0 x o x X / x o x x x 0 x x 0 isting - 50' Toll Tree X (6) AT&T PANEL ANTENNAS-/ MOUNTED WITHIN UNIPOLE MALI CK & SCHERER, P. C. :ONSUL TING ENGINEERS CONSTRUCTION INSPECTORS LAND SURVEYORS ONE SALEM SQUARE. 295 RT.22E WHITEHOUSESTATION, NJ 08889 PHONE: 908-534-4995 FAX: 908-534-0507 0(15) EMERALD GREEN ARBORVITAE -THUJA OCCIDENTALIS 6' HIGH (15' HIGH AT MATURITY) 0 PROVIDE SITE HOLE THROUGH PRIVACY FENCE FOR ELECTRIC METER —Property i rope ty L ne x o x PROPOSED ICE BRIDGE X PROPOSED 'AT&T 80' TALL cooROWN UNIPOLE °PROPOSED GPS DEVICE ATTACHED TO ICE BRIDGE 0 DETAILED SITE PLAN 0 8' 16' 15 East Midland Avenue Paramus, NJ 07652 DRAWING TITLE: LEASE EXHIBIT PROJECT INFORMATION: TRAVELER STREET SITE$$: L11025 TRAVELER ST. SOUTHOLD. NY PROPERTY OWNER: SITE # LI1025 ISSUED FOR REVIEW - 08/13/09 DRAWING NO.: LE -2 REVISION: A DATE ISSUED: 08/13/09 DRAWN BY:LM CHECKED BY: CCS SCALE: AS NOTED APPROVED BY: GS SHEET NO.: A/E PROJECT NO.: 09BECO06 W� (6) AT&T PANEL ANTENNAS MOUNTED WITHIN UNIPOLE PROPOSED AT&T 80' TALL BROWN UNIPOLE Existing Utility Pole and Overhead Line PROPOSED 12'X20' AT&T EQUIPMENT SHELTER PROPOSED 8' TALL PRIVACY FENCED_ COMPOUND 35'X16' 560 SIF (15) EMERALD GREEN ARBOVITAE–THUJA OCCIDENTALIS 6' HIGH (15' HIGH AT MATURITY) 80'-0" +/– AGL TOP OF ANTENNA 1 1 —78'-0" +/– AGL I I RAD CENTER LJ _ 75'-0" +/– AGL rl TOP OF ANTENNA 1 1 —73'-0" +/– AGL I 1 RAD CENTER LJ F- LEGEND LIGHT LINES DENOTE EXISTING CONDITIONS Existing – 50' Toll Tree 12'-0" +/- AGL TOP OF SHELTER 8'-0" +/- AGL TOP OF FENCE HEAVY LINES DENOTE PROPOSED CONDITIONS TRAVELER ST. ELEVATION LE -3 0 10' 20' SITE # L I 1 025 ISSUED FOR REVIEW - 08/13/09 DRAWING TITLE: DRAWING NO.: ��� LEASE EXHIBIT PROJECT LE -3 MAL/CK & SCHERER, P C. TING atC7C� INFORMATION: TRASITE#: L11025VELER STREET REVISION: A DATE ISSUED: 08/13/09 CONSUL ENG/VEERS TRAVELER ST. CONSTRUCT/ON INSPECTORS LAND SURVEYORS – - SOUTHOLD. NY DRAWN BY: LM CHECKED BY: CCS ONE SALEM SOUARE. 295 RT 22E WHITEHOUSE STATION, NJ 08889 15 East Midland Avenue Poramus, NJ 07652 PROPERTY OWNER: SCALE: AS NOTED APPROVED BY: GS ISHEET NO.: PHONE: 908-534-4995 FAX: 908-534-0507 A/E PROJECT NO.: 09BECO06 „ DRAWING TITLE: p PHOTO SIM OC �� PRWECT INFORMATION: MALICK & ,jCHERER, P.C.at &t TRAVELER STREET GYvS[a T/AC EACIACEAS SITE=: L11025 CAVSTR(iCT/AV INSPECTORS % TRAVELER ST. LAAO 56RVEYLR4S SOUTHOLD. NY 1 A 5 Eosl ui0bMvRnut ONE SALEM SOUARE. 295 RT.22E08 u+ITEHOUSE STATION. NJ 0 8889 p� � NJ 0,*r DATE ISSUED: 08/13/09 PHONEi 9-534-4995 FAxr 908-534-0587 a/E PROJECT NO.: 096EC006 DRONING TITLE: M& PHOO TO SIM MALI CK & 5CHERER, P.C.�% `� at�.7C` PROJECT INFORMATION: TRAVELER STREET ;AVS[( T/A!^, EAGYACERS SITE": L11025 CAVSTRWT/AV INSPECTORS TRAVELER ST. 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TITLE DIRECTIONS: GROUND ELEVATION: 34'+/- (NAVD88) I LEGAL DESCRIPTION: C1 - COVER PAGE El ELECTRICAL DETAILS -Head northeast on US -202 N/Mt Kemble Ave -Turn right onto Harter Rd . -Slight right onto New Harter Rd -Turn left onto Morris CR 663/James St -Turn right onto Southgate Pkwy GN1 GENERAL NOTES E2 ELECTRICAL DETAILS DISTRICT #: 1000 LOT: 2.2 SECTION: 61 ZONE: HB BLOCK: 1 S1 SITE PLAN E3 ELECTRICAL DETAILS S2 DETAILED SITE PLAN E4 ELECTRICAL DETAILS S3 ELEVATION /DETAIL E5 ELECTRICAL DETAILS -Turn left to merge onto 1-287 N ..-. -Take exit 41A for 1-80 E toward New York City W 0 W W > W S4 EQUIPMENT SHELTER LAYOUT G1 GROUNDING DETAILS I -Follow signs for 1-80 E/Paterson/New York and merge onto 1-80 E > 0 > F_ 0 C/) 0 0 W S5 SHELTER DETAILS G2 GROUNDING DETAILS -Keep left to continue on Interstate 80 Express E 0� W Z O_ > W S6 DETAILS G3 GROUNDING DETAILS -Merge onto Interstate 95 Express N -Continue onto Interstate 95 Upper Level N Partial toll road entering New York -Continue onto 1-95 N IL a- < a- EL a- U) < X < < W 0 S7 DETAILS S8 DETAILS -Continue onto Cross Bronx Expy (signs for Interstate 295 S/Throgs Neck Br) 1:1 F-1 El - — S9 VICINITY MAP AND BULK REQUIREMENTS -Continue onto 1-295 SPartial toll road -Take exit 8 for Cross Is Pkwy S -Merge onto Cross Island Pkwy CONSTRUCTION MANAGER: DATE -1 -Take exit 30E to merge onto 1-495 E/Long Island Expy toward Eastern. 11 F El I : : Long Island -Take exit 71 for NY -24 toward Hampton Bays/Calverton -Turn right onto County Road 94 E/NY-24 S/Edwards Ave S SITE ACQUISITION: DATE . -1 - : ; — -Continue to follow County Road 94 E/NY-24 S � � I I F] -Slight left onto County Road 94 -Keep right to continue on Nugent Dr -Take the I st right onto W Main St -Turn right onto Main Rd RF ENGINEER: DATE -_ 1:1 I El F] - I - P� 11 i (TYPICAL DRAFTING STANDARDS FOR ALL SHEETS) �:. 0 1, , i OWNER/OWNER DATE ,* 11 .y ; ,,, It I A 14 C � -Turn left onto Church Ln -Turn right onto Sound Ave REP: Existing Light, Upper =� And Lower Case Lettering Labeling Existing Features ;,�, It � � ..... I "I �., .1. _ �� "I 1�1 � = I I ... I �1. � 11 I . I .. .. -Continue onto Middle Rd -Turn right onto Horton Ln -Turn left onto Traveler St -Destination will be on the right PROPOSED BOLD, UPPER CASE LETTERING WHEN LABELING PROPOSED FEATURES. I Light Lines Represent Existing Features -I rmaw I-Alat's below. C1111 lbebm you dia, 120 Traveler St. I I I i- I DARK LINES REPRESENT PROPOSED FEATURES - . <14, � r-rnr-i ,,`lv"�'­ - I �w ') , , , , � , , , , , , "I I � - :­` , 'k 0 3 ",:L, , 'j, _,� \ 1�- I , ""' I !: I �� I ` I I _� " 4, , 11 , � I ,;", � 1� ,: .:j ., 11 I , n k , , :, , , I L ", I I I I , v �, I I , � . , , I , i :_ I k� , , '13 1� I I . '' , � I , J� `kk , , - ., " , , I . ., , II, I � k ,�! - , I I - �, -, . , I " , ,';,' , `�, -, ��,, �, . I I , i 11 1, I � � , t� 1, " " �� . tL : , . l4. � :: — - f , , , , " ,„� I- , - , , , I.. , " \ , I ,�� � ,a 11 - � ') � '.., N 1, 1 ,, . . ” . � I , ,- �,V-1, 1 , , , . , I I I ! � "; ") I t 4, " , , " ,� , I I �, , , . A , 1, , " �� , , , � 'i �, , 1. . , , A 1 " , *, " ,��, .,e , �, : i t, .,� t, ` . " . , - . . ki AW"WNA ,*Ao,.tb t i� , ` 4 � I �,,;�f_, _� , � ,� I - '­,, , � ---- K" '. B Mu--,Jd(RSC�hExer, I I P',I Consulting Engineers -Construction Inspectors -Land Surveyors Perryville Ill Corporate Center ISSUED FOR REVIEW 53 Frontage Road, Suite 260 BR Hampton, NJ 08827 ISSUE OR REVISION Ph 908.537.1300 Fax 908.537.1398 BY - www.malickandscherer.com 0� NEW 0 , k � N S. SC 4�-' e<; ,z- ��,\n-\��N-�\� A�. �0 � 6 -P\ * - �) ,;/ 0, 'k V, . . tk- , '_"' I J. outi '� '4 "'L '_'1"'.��r � NY PRO I .. - �� PROFES L .1 / '_- j I Nqms ,-, , S1 %3� , / 1� # " _ I ? ' ' ' I �,A" 0 7 �; 3 ��' 9 APPLIC)At�-' 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CON A MATERIALS OR BEG INNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. - PROJECT TITLE: CONSTRUCTION DOCUMENTS — . SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB - M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH I DRAWING TITLE: COVER PAGE DRAWING NO.: PAGE NO.: I C1 1 of 19 - I I I B kTTORNEY COMMENTE. 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE I BY - PROJECT TITLE: CONSTRUCTION DOCUMENTS — . SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB - M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH I DRAWING TITLE: COVER PAGE DRAWING NO.: PAGE NO.: I C1 1 of 19 GENERAL NOTES: " 1. THE NOTES CONTAINED HEREIN ARE NOT PROJECT SPECIFIC. THE CONTRACTOR SHALL 1 - UTILIZE ALL THE NOTES WHICH PERTAIN TO THE WORK DEPICTED IN THIS PLAN SET. _7 7. 2. THE CONTRACTOR SHALL CONTACT M&S TO VERIFY THAT THEY HAVE BEEN ISSUED Perryville III Corporate Center 53 Frontage Road, Suite 260 THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS PRIOR TO THE START OF Ph 908.537.1300 Fax 908.537.1398 www.malickands :. CONSTRUCTION. 3. ALL DIMENSIONS AND INFORMATION SHOWN IN THE DRAWINGS ARE DERIVED FROM LIMITED FIELD OBSERVATIONS MADE FOR THIS PROJECT. DETAILED INFORMATION WAS COLLECTED FOR SPECIFIC WORK AREAS. THIS INFORMATION IS TO BE USED FOR THE 340 Mt. Kemble Ave Morristown, NJ 07960 WORK SHOWN ON THESE PLANS ONLY. CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE 2. 4. UNLESS SPECIFICALLY REQUESTED BY THE CLIENT OR REQUIRED TO PROCEED WITH THE CREATION OF THE CONSTRUCTION DOCUMENTS, STRUCTURAL PROBES HAVE NOT BEEN PREFORMED. BUILDING COMPONENT CONFIGURATION AND CONDITION NOT OTHERWISE VISIBLE BENEATH SURFACE FINISHES, MAY VARY AND SHALL BE CONFIRMED BY THE CONTRACTOR PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES, WHETHER IN CONFIGURATION OR CONDITION SHALL BE BROUGHT B kTTORNEY COMMENT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. TC 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & FIELD CONDITIONS PRIOR TO THE 08/01/13 BR START OF CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ISSUE OR REVISION DATE ATTENTION OF THE ENGINEER. THE CONSEQUENCES OF PROCEEDING WITH PROJECT TITLE: CONSTRUCTION DOCUMENTS CONSTRUCTION AFTER DISCOVERING A FIELD CONDITION DISCREPANCY AND WITHOUT SITE ADDRESS: TRAVELER ST THE APPROVAL OR RECOMMENDATIONS OF THE ENGINEER, SHALL BE THE SOLE TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 RESPONSIBILITY OF THE CONTRACTOR. M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 3. 6. THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE LOCAL, STATE AND FEDERAL GENERAL NOTES DRAWING NO.: CODES. GN1 7. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS AND INSPECTIONS TO COMPLETE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL INSPECTIONS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, INCLUDING, BUT NOT LIMITED TO, ELECTRICAL, PLUMBING, FIRE PROTECTION AND STRUCTURAL. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ENGINEER OF CONSTRUCTION STAGES WHICH REQUIRE SPECIAL OR CONTROLLED INSPECTIONS WITH 4- A MINIMUM OF 48 HOURS (BUSINESS DAYS) NOTICE. THESE INSPECTIONS INCLUDE, BUT ARE NOT LIMITED TO, CONCRETE REINFORCEMENT, CONCRETE POURING, STRUCTURAL STEEL ERECTION/BOLTING, WELDING AND THE INSTALLATION OF EPDXY ANCHORS. FAILURE TO COORDINATE THESE INSPECTIONS WITH THE ENGINEER MAY PROHIBIT SIGNOFF WITH THE AUTHORITY HAVING JURISDICTION. 9. CONTRACTOR SHALL PROVIDE ENGINEER WITH PHOTOGRAPHS FOR EACH STAGE OF CONSTRUCTION. THE PHOTOGRAPHS SHALL INCLUDE, BUT ARE NOT LIMITED TO, BEAM POCKETS & PEDESTAL CONNECTIONS. 10. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY DURING CONSTRUCTION. THE ENGINEER HAS NO RESPONSIBILITY FOR OR CONTROL OVER SAFETY AT ANY TIME. 5 11. THE ENGINEER HAS NOT PERFORMED AN INSPECTION FOR ASBESTOS OR OTHER HAZARDOUS MATERIALS. THESE DRAWINGS ARE NOT MEANT TO DEPICT OR IMPLY THE PRESENCE OR ABSENCE OF SUCH MATERIALS WITHIN THE PROPOSED WORK AREAS. 12. TRUE NORTH SHALL 13E DETERMINED. CONTRACTOR IS RESPONSIBLE FOR PROPER AZIMUTH ALIGNMENT. - 13. THE CONTRACTOR SHALL CONTACT THE TELECOMMUNICATIONS CARRIER TO ACQUIRE THE LATEST RF DATA SHEET PRIOR TO THE START OF CONSTRUCTION. RF INFORMATION ISSUED BY THE TELECOMMUNICATIONS CARRIER SUPERSEDES INFORMATION CONTAINED HEREIN. 14. ROUTING IS DIAGRAMMATIC AND CONTRACTOR IS TO UTILIZE BEST POSSIBLE ROUTING TO EXPEDITE CONSTRUCTION PROCESS. ROUTING SHALL NOT IMPEDE UPON REQUIRED PASSAGEWAYS OR MEANS OF EGRESS. 15. THE CONTRACTOR SHALL PROVIDE NEW PENETRATIONS FOR ROUTING THROUGH FIRE RATED ASSEMBLIES AND FIRE STOP ALL PENETRATIONS AS PER CODE. THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE THE FIRE RATING OF BUILDING COMPONENTS IF EXISTING PENETRATIONS ARE USED FOR NEW ROUTING. 16. ALL DISTURBED AREAS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT, INCLUDING BUT NOT LIMITED TO FIRE RATED MATERIALS. 17. ANY DISTURBANCE TO ROOFING, FLASHINGS OR ANY EXTERIOR SURFACE SHALL BE REPAIRED/SEALED WATERTIGHT AND IN ACCORDANCE WITH ANY WARRANTIES, AS APPLICABLE. THE GENERAL CONTRACTOR SHALL EMPLOY THE WARRANTY GRANTOR, OR OTHER AUTHORIZED CONTRACTOR, WHERE REQUIRED FOR MAINTENANCE OF THE WARRANTY. 18. THE PERIMETER AND ANCHORS OF ALL STEEL TO CONCRETE OR MASONRY CONNECTIONS SHALL BE SEALED WATERTIGHT USING A PURPOSE FORMULATED MASONRY SEALANT. 19. CONTRACTOR SHALL REMOVE TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. TRUCTURAL STEEL NOTES: GENERAL A. STRUCTURES DEPICTED WITHIN THESE PLANS ARE DESIGNED TO SUPPORT THE SPECIFIED EQUIPMENT IN THE LOCATIONS SHOWN. ANY CHANGE IN THE SUPPLIED/PROPOSED EQUIPMENT OR LOCATION ON THE STRUCTURE SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. B. BOLTING PATTERNS/SIZES FOR EQUIPMENT ATTACHMENTS TO STRUCTURAL MEMBERS ARE SHOWN FOR GENERAL REFERENCE ONLY. BOLTING PATTERNS, REQUIRED HARDWARE SIZES AND SUPPORT SPACING SHALL BE CONFIRMED WITH THE EQUIPMENT MANUFACTURER PRIOR TO FABRICATION. STEEL DESIGN A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO ALL STATE AND LOCAL BUILDING CODE REQUIREMENTS IN ADDITION TO THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION MANUAL. B. SHOP CONNECTIONS TO BE WELDED OR BOLTED WITH HIGH STRENGTH BOLTS. SHEAR CONNECTIONS MUST BE DESIGNED FOR THE FOLLOWING: I. REACTIONS FROM AISC (ASD) BEAM TABLE X 1.3 (BEAMS Fy = 50 KSI) UNLESS OTHERWISE NOTED ON DRAWINGS. II. PROVIDE WEB REINFORCING WHERE REQUIRED DUE TO WEB CUTS FOR CONNECTIONS. SHAPE/MATERIAL SPECIFICATION A. STRUCTURAL STEEL SHAPES INCLUDING, BUT NOT LIMITED TO, ANGLE, CHANNELS, PIPES, PLATES, TEES AND TUBES TO BE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) A36 (Fy = 36 KSI) UNLESS OTHERWISE NOTED. WIDE FLANGE BEAMS (W -SHAPES) SHALL BE ASTM A992 (Fy = 50 KSI MINIMUM) UNLESS OTHERWISE NOTED. B. ALL PIPES SHALL BE SCHEDULE 40 UNLESS OTHERWISE NOTED. PLATFORM GRATING A. GRATING TO BE 3/4" X 3/16" LIGHT DUTY 11 -W -4/11-W-2 GALVANIZED STEEL UNLESS OTHERWISE SPECIFIED. B. SECURE GRATING TO ALL CROSSING STEEL MEMBERS USING GRATING CLIPS SPACED AT 18" O.C. MAX. C. CLEAR SPAN NOT TO EXCEED 6'-0". D. GRATING SPLICES SHALL BE ADEQUATELY SUPPORTED TO PREVENT TRIPPING HAZARDS. CORROSION PROTECTION A. EXTERIOR MEMBERS EXPOSED TO WEATHER I. EXTERIOR MEMBERS SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. 11. EXTERIOR MEMBERS WITH A THICKNESS OF METAL LESS THAN 0.23 INCHES SHALL BE HOT DIPPED GALVANIZED WITH A SURFACE COATING OF NOT LESS THAN 0.6 OUNCES PER SQUARE FOOT OF EXPOSED SURFACE. III. FIELD WELDED SURFACES ON EXTERIOR MEMBERS SHALL BE COLD GALVANIZED AFTER CHIPPING SLAG AND WIRE BRUSHING ALL LOOSE MATERIAL FROM THE JOINT. IV. FIELD CUTS AND DRILLED HOLES SHALL BE COLD GALVANIZED AFTER CLEANING MATERIAL CHIPS AND CUTTING FLUID FROM THE SURFACES. B. ALL BOLTS AND OTHER HARDWARE EXPOSED TO WEATHER SHALL BE HOT -DIPPED GALVANIZED UNLESS OTHERWISE SPECIFIED. C. STEEL MEMBERS NOT EXPOSED TO WEATHER SHALL BE COATED WITH A RUST PREVENTATIVE PRIMER. 6. BOLTING A. ALL BOLTS SHALL BE ASTM A325 HIGH STRENGTH BOLTS WITH ASTM A563 NUTS UNLESS OTHERWISE SPECIFIED. B. ALL BOLTED CONNECTIONS SHALL BE DESIGNED AND ASSEMBLED IN ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. I. BOLT HOLE DIMENSIONS SHALL MEET THE CRITERIA SET FOURTH IN TABLE 3.1 II. WASHERS SHALL BE REQUIRED IN ACCORDANCE WITH TABLE 6.1 1. ASTM F436 WASHERS SHALL BE REQUIRED FOR OVERSIZED AND SHORT SLOTTED HOLES 2. 5/16"THICK PLATE WASHER SHALL BE REQUIRED ON LONG SLOTTED HOLES C. SHEAR CONNECTIONS TO BE DOUBLE ANGLE CONNECTIONS UTILIZING A MINIMUM OF (2) 3/4" DIA. BOLTS UNLESS OTHERWISE SPECIFIED. D. BEARING CONNECTIONS SHALL USE A MINIMUM OF (2) 3/4" DIA. BOLTS UNLESS OTHERWISE SPECIFIED. E. ALL BOLTED CONNECTIONS SHALL BE SNUG TIGHT, UNLESS OTHERWISE SPECIFIED, WITH ALL PLIES OF THE JOINT IN COMPLETE CONTACT. F. BOLT THREADS MUST BE, AT A MINIMUM, FLUSH WITH THE FACE OF THE NUT OPPOSITE THE CONNECTION. G. BOLTING SHALL BE SUPERVISED BY A CERTIFIED SPECIAL INSPECTOR WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. H. HIGH STRENGTH BOLTS ARE NOT REQUIRED FOR ANTENNA MOUNTING HARDWARE. 7. WELDING A. ALL WELDING SHALL CONFORM TO THE CURRENT AWS D1.1 SPECIFICATIONS. B. ALL WELDING SHALL BE PREFORMED BY A QUALIFIED WELDER WHO POSSESSES A CURRENT CERTIFICATION, AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, IN THE PROCESS, POSITION, TYPE AND SIZE OF WELD SPECIFIED. C. WELDING ELECTRODES SHALL BE E70XX. D. FIELD WELDING SHALL BE SUPERVISED BY A CERTIFIED SPECIAL INSPECTOR WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 8. STEEL FABRICATION/ERECTION A. ALL STEEL BEAMS SHALL BE FABRICATED WITH NATURAL CAMBER (WITHIN STANDARD MILL TOLERANCES) LOCATED ABOVE THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS, UNLESS OTHERWISE NOTED. B. ALL STEEL TO BE ERECTED TRUE AND PLUM AND TEMPORARILY GUYED UNTIL THE FRAME IS SELF -SUPPORTED. AS ERECTION PROGRESSES, THE FRAME IS TO BE SECURELY BOLTED TO PROVIDE FOR DEAD LOAD, WIND LOAD AND ERECTION STRESS. 9. STRUCTURAL STIFFENERS A. PROVIDE A 3/8" STIFFENER AT ALL BEAM TO BEAM CONNECTIONS. B. PROVIDE 3/8" STIFFENERS ON BOTH SIDES OF BEAM, FOR BOTH UPPER AND LOWER BEAMS, AT ALL STACKED BEAM TO BEAM CONNECTIONS. C. PROVIDE 3/8" STIFFENERS, BOTH SIDES OF BEAM, WITHIN 7" OF PARAPET, AT ALL BEAM TO PARAPET ANCHORAGE LOCATIONS. D. PROVIDE 3/8" STIFFENERS, BOTH SIDES OF BEAM, ABOVE ALL BEAM TO PEDESTAL CONNECTIONS. _7 7. ^ 1 , PC, Consulting Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickands :. � Y t/ 1� �, SCy�9 ,per NY PROFES 10, # 07 NESSt'' APPLICANT: 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B kTTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: GENERAL NOTES DRAWING NO.: PAGE NO.: GN1 2 of 19 NOTES: 1. SITE PLAN AND PROPERTY LINE DATA SHOWN WAS DERIVED FROM A SURVEY PERFORMED BY VS LAND DATA DATED 08/05/2010 AND ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY". 2. THE PROPOSED USE OF THE DEVELOPMENT IS FOR AN UNMANNED WIRELESS COMMUNICATION FACILITY, THE FACILITY WILL NOT BE STAFFED FULL TIME. IT WILL BE VISITED FOR MAINTENANCE APPROXIMATELY ONCE PER MONTH. THE SITE TECHNICIAN MAY PARK NEAR THE COMPOUND IN A PROPOSED PARKING AREA. 3. ACCESS TO THE SITE WILL BE VIA A PROPOSED DRIVEWAY. TRAFFIC IMPACTS WILL BE NEGLIGIBLE SINCE THE SITE IS UNMANNED. 4. SANITARY AND WATER FACILITIES ARE NOT REQUIRED. ELECTRIC AND TELEPHONE ARE THE ONLY UTILITIES THAT ARE REQUIRED. UTILITIES WILL BE PROVIDED VIA PROPOSED OVERHEAD UTILITIES FROM EXISTING SERVICES ALONG BARNES ROAD. 5. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES AND MEET ALL CURRENT UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS. 6. WATER COURSES OR FLOOD PLAINS WILL NOT BE AFFECTED BY THIS PROPOSAL. 7. EXISTING DRAINAGE PATTERNS WILL NOT BE AFFECTED BY THIS PROPOSAL. TOWN OF BROOKHAVEN STANDARD SITE PLAN NOTES: 1. All concrete curbing, sidewalks, and drainage structure shall conform to Planning Board standard detail and specifications. 2. Town of Brookhaven Planning Board shall be notified 48 hours in advance of all construction. 3. Location and grades for curbs and walks to be verified with the Town of Brookhaven Highway Department, SCDPW or NYSDOT prior to construction. 4. All traffic control devices, i.e. signals, signs, and pavement markings shall be installed in conformance with the guidelines of the New York State Manual of Uniform Traffic Control Devices and as directed by the Town of Brookhaven, Division of Traffic Safety. 5. The contractors performing any and all traffic control devices layout and installation work shall notify the Town of Brookhaven Division of Traffic Safety, 48 hours in advance of beginning such work along a Town road. 6. All pavement markings required shall be thermoplastic (Suffolk County specifications) unless otherwise noted on plan. 7. Stop line sight distance shall be maintained at all intersection in accordance with AASHTO requirements. PLANNING BOARD GRANT: (04/22/2013) -ALL REQUIREMENTS AND/OR REVISIONS BEING COMPLETED TO THE SATISFACTION OF THE TOWN ENGINEER AND THE PLANNING BOARD. -NO CLEARING OR OTHER CONSTRUCTION ACTIVITY SHALL COMMENCE UNTIL SUCH TIME AS A BUILDING PERMIT HAS BEEN ISSUED. -PROVIDE A NOTE ON THE SITE PLAN INDICATING THE DATE OF THE ZBA VARIANCES AND LISTING THE CONDITIONS THEREOF. -REVISION OF THE PLANS TO SHOW CURB AND SIDEWALK ALONG BOTH SECTIONS OF THE SITE THAT FRONT BARNES ROAD PURSUANT TO TOWN STANDARDS. -REVISE LANDSCAPE PLAN TO SUBSTITUTE RED CEDAR OR ARBORVITAE FOR THE PROPOSED ALBERTA SPRUCE (MIN 7' HIGH, 5' ON CENTER). -SUBMIT TEN COPIES OF THE SITE PLAN THAT ADDRESS ALL OF THE PLANNING BOARD'S CONDITIONS, AND SEVEN COPIES OF THE ARCHITECTURAL BUILDING ELEVATIONS STATING TYPES OF MATERIALS COLORS. PLEASE PROVIDE A NOTE ON THE SITE PLAN INDICATING THE DATE OF CONDITIONAL PLANNING BOARD GRANT AND LISTING AND CONDITIONS THEREOF. -SUBMIT AN INSPECTION FEE IN THE AMOUNT OF $2,088, A RECREATION FEE IN THE AMOUNT OF $122 AND A VARIANCE FEE IN 8. NOISE, FUMES, DUST, ODOR OR VIBRATION WILL NOT RESULT FROM THE ESTIMATE OF QUANTITIES TABLE: THE AMOUNT OF $1,000. PROPOSED FACILITY. Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com OF NEW Y 1) Concrete Curb = 0 linear ft. 9. PROPOSED FACILITY WILL BE MONITORED 24 HOURS A DAY, 7 DAYS f,� ER �. N P OF . It?N } NGI `�17 A WEEK FROM A REMOTE LOCATION. 2) Asphalt Curb = 0 linear ft. 10. COMMERCIAL SIGNS WILL NOT BE DISPLAYED AT THE PROPOSED 3) Walks = 0 linear ft. FACILITY. 340 Mt. Kemble Ave 4) Paving = 166 sq. ft. (Driveway Apron) 11. TOWER LIGHTING IS NOT PROPOSED. THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. 5) Catch Basins = 0 12. TRASH DISPOSAL IS NOT REQUIRED IN CONNECTION WITH THE PROPOSED INSTALLATION. 6) Storm Drains = 0 13. THE CONTRACTOR SHALL ABIDE BY ALL CURRENT LOCAL, STATE, AND 7) Stockade Fence = 0 linear ft. NATIONAL CODES THAT ARE APPLICABLE. 8) Chain Link Fence = 144 linear ft. B 9) Screen Planting = (30) 8' Tall Alberta Spruce Trees 11/06/13 TC A 10) Shrubs = 0 08/01/13 SITE DATA TABLE: NO. ISSUE OR REVISION 1) Area of site = 7.73 Ac./ 336,591 sq. ft. 11) Seeded/Lawn Area = 0 sq. ft. PROJECT TITLE: 2) Area of building = 810 sq. ft. (Compound) 12) Recharge Basin Excavation = 0 cu. yd. SITE ADDRESS: 3) Percent of lot occupancy = 0.24% 13) Recharge Basin Fencing = 0 linear ft. TAX MAP #: 1000, SECTION; 61 4) Area of paving = 166 sq. ft. (Driveway Apron) 14) Recharge Basin Planting = 0 linear ft. M&S PROJECT #: 13BEC013 5) Area and percent of natural vegetation permanently to remain = 77,000 sq. ft./ 94% DATE: 08/01/13 DRAWN BY: BR 6) Area and percent of site area re -vegetated back natural = 0 DRAWING TITLE: ZONING NOTES 7) Area and percent of turf and landscaping = 590 sq. ft./ 0.18% PAGE NO.: GN2 8) Area and percent of non -fertilizer dependent vegetation = 77,590 sq. ft. 9) Parking required = N/A, Parking provided = 2 10) Landbanked stalls = 0 11) Loading required = N/A, Loading provided = N/A 12) Datum U.S.C. & G.S. or T.O.B. = U.S.0 & G.S. 13) Intended Use of Property = Unmanned Telecommunications Facility 14) Depth to groundwater = 4 ft. 15) Zoning = K Business 16) Suffolk County Tax Number(s) = Section 750/Block 7/Lot 1.5 & 7 ,,. , .m 4 Ma1iddS(-_-;h(Drer, F Consulting Engineers -Construction Inspectors Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com OF NEW Y �. SCy� co !J f,� ER �. N P OF . It?N } NGI `�17 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: ZONING NOTES DRAWING NO.: PAGE NO.: GN2 3 of 19 LEGEND Existing Utility Pole and Traveler Street 2 Overhead Uj �� Line (TYP) Ln Q C: ° cn -------------------- N580 -15'50"E--- 160.35'-- w --------------------- I ---OH---I-OH---OH-----OH---OH---OH---OH---OH----OH---OH---OH---OH e OH---O�+----OH I 4b I---------------------------- ----------------------- I I � I , � I I � I � I I , 001 I I � 15' — 0" ,. Side Yard Setback Building Envelope j I , 1 I Existing 50'-0"+/— A.G.L I Tree of I of I I » I i \�\ I I I I 1 I I I 1 I`- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r I I 1 1 —Adjacent— 1 Lot 2.1 I _ I I 0i o a � — - — - — PROPERTY LINE — — — — — SETBACK LINE --OH —OH OVERHEAD WIRE .s CHAIN LINK FENCE 1 I SITE PLAN 11x17 SCALE: 1"= 20'-0" ROUTE OVERHEAD WIRES ALONG PROPOSED UTILITY POLES WITHIN UTILITY/ACCESS EASEMENT. UTILITY POLES TO BE INSTALLED PER CODE AND LOCAL UTILITY APPROVAL RECEIVED PRIOR TO CONSTRUCTION w� ---------l00 n on —OH N58° 15'50"E 44.60' ---OH —— � OH---OH---OF+-- I I I 10'-0" e Side Yard Setback I I I Property Line I I (TYP) 00 I� � I I I � � I � I—Driveway— in 1 I 1 IN 1 "I I z 1 II I t « I I � I � I I I I � I -s 101-0" Z L1 I � Q� I � ' O w� N �a I wo- I � I, 22x34 SCALE: 1" = 10'-0" —Adjacent— Lot AdjacentNLot 3.1 Lo N cn Df �` ye - — - — - — - — - — - — - ��--- Z-Adjacent– Lot 3.2 Existing Trees (typ)\� 0 10 20' FA �` '—T� ! .SEE SHEET S2 FOR DETAILED COMPOUND PLAN WORKING POINT #1 100' TALI UNIPOLE ENGINEERED BY OTHERS TO BE PAINTED SW4027—GALVANO PROPOSED EQUIPMENT SEE DETAIL 12'X28' AT&T S/S3 HELTER ,..... mudiu,-,Idscherer, F Y Consu/ting Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com OV NEIN, Sc o9 .f. 6L%NJ SCHE� NYPR(,P= Sr NA APPLE at& 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: SITE PLAN DRAWING NO.: PAGE NO.: S1 3 of 19 PROPOSED 8' FENCED (860 TRENCH ELECTRIC CONDUIT FROM PROPOSED UTILITY POLE TO 200 AMP METER AND DISCONNECT SEE DETAIL 3/S8 200 AMP METER AND DISCONNECT ATTACHED 1'0 PROPOSED SHELTEF EXTERIOR AS PER MANUFACTURER'c SPECIFICATION (2) PROPOSED 4' SWING SEE DETAIL TALL BROWN PRIVACY COMPOUND (431X20') SF). SEE DETAIL 3/S6 PROPOSED 4'X14' CONCRETE STOOP SEE DETAIL � 2/S8 (2) PROPOSED GPS DEVICES ATTACHED TO SHELTER EXTERIOR --J SEE DETAIL 21S6_ _ TRENCH FROM MESA XL MESA XL TO BE TELCO UNDERGROUND CABINET TO SHELTER SEE DETAIL 3/S8 CABINET ATTACHED TO CONCRETE PAD SEE DETAIL 5/S7 AND 2/S7 ROUTE (12) 7/8" COAX CABLES ALONG ICE BRIDGE SEE DETAIL 1/S7 100' TALL UNIPOLE ENGINEERED BY OTHERS PAINTED SW4027—GAI-VANO 1 DETAILED COMPOUND PLAN 0 4 8' 11x17 SCALE: 1/8"= 1'-0" 22x34 SCALE: 1/4" = 1'-0" I ROUTE (12 7/8" COAX CABLES VERTICALLY WITHIN PROPOSED UNIPOLE PROPOSED (6) AT&T PANEL ANTENNAS INSTALLED WITHIN UNIPOLE AS PER MANUFACTURER'S SPECIFICATIONS (STACKED) ROUTE OVERHEAD WIRES ALONG PROPOSED UTILITY POLES WITHIN UTILITY/ACCESS EASEMENT. UTILITY POLES TO BE INSTALLED PER CODE AND LOCAL UTILITY APPROVAL RECEIVED PRIOR TO CONSTRUCTION PROPOSED UTILITY POLE WITH RISER SEE DETAIL 4/S7. FOR RISER DETAIL FINAL LOCATION AND INSTALLATION OF UTILITY POLE TO BE APPROVED BY LOCAL UTILITY COMPANY MAINTAIN MINIMUM 3'-0" CLEARANCE PER CODE I PROVIDE SIGHT HOLE THROUGH PRIVACY FENCE DIRECTLY ACCROSS FROM ELECTRIC METER TO FACILITATE THE READING " I TRENCH TELCO CONDUIT FROM UTILITY POLE TO TELCO C DEMARK SEE DETAIL 3/S8 PROPOSED 12'X28' AT&T EQUIPMENT SHELTER SEE DETAIL 1/S4 Property Line I i (18) EMERALD GREEN ARBORVITAE—THUJA OCCIDENTALIS 6' HIGH (15' HIGH AT MATURITY) SEE DETAIL 2/S8 COAX CABLE CHART NO. QTY. SECTOR COAX LENGTH 1 4 ALPHA 90' 2 4 BETA 90' 3 4 GAMMA 90' MalicldScherer,!-1,U, Consulting Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com NEwY sof 3. S Cys op GLENNJ"`, NY PROFESSI L Ecc LQAPPLI ` %�� .. P 7' 7 ��%t�✓�`•� Cr,,c `@r at 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: DETAILED COMPOUND PLAN DRAWING NO.: PAGE NO.: S2 4 of 19 PROPOSED (6) AT&T PANEL ANTENNAS INSTALLED WITHIN UNIPOLE AS PER MANUFACTURER'S SPECIFICATIONS (STACKED) NOTE: AT&T ANTENNA RAD CENTERS HAVE NOT BEEN DETERMINED. RAD CENTER TO DE PROVIDED BY RF ENGINEER. 100' TALL UNIPOLE ENGINEERED BY OTHERS TO BE PAINTED SW4027-GALVANO ROUTE (12) 7/8" COAX CABLES VERTICALLY WITHIN PROPOSED UNIPOLE ROUTE OVERHEAD WIRES ALONG PROPOSED UTILITY POLES WITHIN UTILITY/ACCESS EASEMENT. UTILITY POLES TO BE INSTALLED PER CODE AND LOCAL UTILITY APPROVAL RECEIVED PRIOR TO CONSTRUCTION PROPOSED UTILITY PULE WITH RISER SEE DETAIL 4/S7. FOR RISER DETAIL FINAL LOCATION AND INSTALLATION OF UTILITY POLE TO BE APPROVED BY LOCAL UTILITY COMPANY PROPOSED 12'X28' AT&T EQUIPMENT SHELTER SEE DETAIL 1,f S4 PROPOSED 8' TALL BROWN PRIVACY FENCED COMPOUND (43'X20') (860 SF). SEE DETAIL 3/S6 (18) EMERALD GREEN ARBORVITAE —THUJA OCCIDENTALIS 6' HIGH (15' HIGH AT MATURITY) SEE DETAIL 2/S8 Grade (2) PROPOSED 4' WIDE SWING GATE SEE DETAIL 4/S6 1 1 TRAVELER ST. ELEVATION 11 x17 SCALE: 3/32"= 1'-0"1 22x34 SCALE: 3/16" = V-0" 100'-0" +y- AGL TOP OF UNIPOLE Existing Utility Pole and Overhead Line (Typ) 11'-0" +/— AGL TOP OF SHELTER �y I 8'-0" +/- AGL TOP OF FENCE Existing 50'-0"+/— A.G.L Tree UNISTRUT P5000 (GALV 21'-311 (TYP) PROVIDE 3/8" DIA HARDWARE FOR UNISTRUT TO UNISTRUT CONNECTIONS UNISTRUT P9200 (GALV)- (TYP FOR 2 FIBER AND POWER DISTRIBUTION BOX (DC2-48-60-9E r z ATTACHED TO UNISTRU .1 �- MOUNTING RAILS AS `n PER MANUFACTURER'S SPECIFICATIONS (TYP FOR 3) (BEYOND) SEPARATION AS REQUIRED III TO SUPPORT RRH AS PER 41 MANUFACTURERS SPECS. �r z Equipment Room Floor ®� `n 5/8" WEDGE BOLT W/ 4" MIN EMBEDMENT MOUNTED TO FLOOR (TYP FOR 4 PER PLATE) UNISTRUT P9200 (GALV (TYP FOR 3 PC UNISTRUT POST BASE UNISTRUT PART # P9011 (TYP FOR 4) UNISTRUT POST BASE UNISTRUT PART # P9011 (TYP FOR 4) RRH UNITS ATTACHED TO UNISTRUT MOUNTING RAILS AS PER MANUFACTURER'S SPECIFICATIONS (TYP FOR 6) 9 0 I SEE A -A BELOW UNISTRUT OUTSIDE ANGLE FITTING UNISTRUT PART /j P2265 (TYP FOR 2) 450 1 1 460 i 5/8" WEDGE BOLT W/ 4" MIN EMBEDMENT MOUNTED TO FLOOR (TYP FOR 4 PER PLATE) 5/8" WEDGE BOLT W/ 4" MIN EMBEDMENT MOUNTED TO FLOOR (TYP FOR 2 PER BRACE) 2 1 RRH RACK DETAIL 11 x17 SCALE: 3/32"= 1'-0"I 22x34 SCALE: 3/16" = 1'-0" UNISTRUT ADJUSTABLE BRACE UNISTRUT PART # P2185 (TYP FOR 2) Equipment , _IRoom Floor [777 1, L ��h S "' � : ��'�E ! rj P :38y ,r D 'g Si.�VX i n E 4 �4e MalicldScherer, Hu, Consuffing Engineers-Consfrucfion fnspecfors-Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com pF NEW Y GLN` J. SGMER-ER a � N R 1 NY PROFS1 NAL,-NGI2. APPLICANT: s 'a, at 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B kTTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: ELEVATION DRAWING NO.: PAGE NO.: S3 5 of 19 .. .Ngo'` �'' ':4 •s%^ ,s. M I i c k � S c h 1j, R Consuifing Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com OF NEW Y A\ �. Scly 0,p CO 1c r( a GLENN kti,kHE _ E NY PROFESS16 - E # 0753 .7,6 f �;n�, APPLICANT: � 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: EQUIPMENT SHELTER LAYOUT DRAWING NO.: PAGE NO.: S4 6 of 19 FRONT ELEVATION 11'-11" 11'-5" Ej 0 9=c=d ®®d C= oad .00® nc=®® e°oo eevo SECURITY FLOOD LIGHT WITH MOTION DETECTOR 0 0 28'-6" 28'-0" 29' —1 1 " LEFT SIDE ELEVATION 28'-0" 29'-11" SACK ELEVATION RIGHT SIDE ELEVATION NOTE: SEE SHEET S3 FOR ADDITIONAL INFORMATION. 1 I EQUIPMENT SHELTER 11x17 SCALE: NTS I 22x34 SCALE: NTS 9 O 0 0 A i''bi 5., 6 i4k fi y4, #S�yfVr pWWJ i k. R S) C-- h (-D� r e , i C'f Consu/ting Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com OF NEW Y SC 0 cc GL NN,J. S HLRER NY PROF �8kIQP ALAE Gll ��K O 7 �i JJt APPLICA k- ge �... 9,"Qbb L 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: SHELTER DETAILS DRAWING NO.: PAGE NO.: S5 7 of 19 .t£7. s;we Ji GPS DEVICE Malickg Consulting Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 FABRIC TIES #9 GAUGE 12" O.C. www.malickandscherer.com OF NEW Y 3' S CyF O� Q�yv 1 "x 0/8" BRACE AND CAP BRACE RAIL -1 %4" DIA. PIPE GLEN 4. CH RER� LQ NY P R 0 F E S tbN' LI1GI�C- # 07,537Kge c) 31 APPLI CAN�T'�='' STRETCHER BAR BANDS WITH 1/4" BROWN PVC PRIVACY SLATS 8 CARRIAGE W/100% COVERAGE (TYPE CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE BOLTS AND NUTS 1-1 /4" DIA NOM TERMINAL POST SCH 40 PIPE 2" DIA. PIPE A IC TIE o (18 GAUGE) DIAGONAL BRACE 9 "G�l AGE V.C. 11/06/13 NDREW POBXNH-6565A—A2M A N 3/8" DIA. TOGGLER BRAND 08/01/13 �'8" MIN. DIA.)ROD NO. ISSUE OR REVISION DATE TOGGLE BOLT OR APPROVED PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST EQUAL (TYP FOR 2) STRETCHER B R o ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED 3/8"X6"X6" CONNECTION DRAWN BY: BR a0 °'.STRETCHER LO3/8"X6"X6" DETAILS DRAWING NO.: PLATE V/1 STANDOFF BAR BANDS 10" O.C. k POST 2" DIA. PIP 2 MESH P ATE CHAIN LINK PITCH TO DRAIN GRADE oo 12" DIA. CONCRETE ZA BOTTOM TENSION PLUG END FOOTING . = WIRE #7 GAUGE , OF PIPE (2) COAX CABLES 0i #12 GAUGE — HOG RING 1 41- to t FASTENERS — 12" O.C.- s, 10'-0" (TYP) I I 10" -- 10" REPAIR DISTURBED AREAS TO MATCH EXISTING CONDITIONS NOTE: NOTE: WOVENWIRE TO MATCH ANTENNAS LOCATED WITHIN POLE PROPOSED TOWER COLOR 1 ANTENNA DETAIL 2 GPS DEVICE 3 CHAIN LINK FENCE DETAIL 11 x17 SCALE: NTS 22x34 SCALE: NTS 11 x17 SCALE: NTS 22x34 SCALE: NTS 11 x17 SCALE: NTS 22x34 SCALE: NTS GATE POST GATE POST I i CLR OPNG. CLR OPNG. I BROWN PVC PRIVACY SLATS i W/ 100% COVERAGE (TYP) 4�-0" 4'-0" TOP BRACE RAIL I STRETCHER BAR I i i GAT FRAM E E RESIDENTIAL 1 1 /2" PIPE .. i DROP ROD DIAGONAL BRACE I FINISH GRADE OR GROUND i i' CONCRETE FOOTING REPAIR DISTURBED AREAS (SEE DETAIL 2/S3) TO MATCH EXISTING CONDITIONS 4 GATE DETAIL 11x17 SCALE: NTS 22x34 SCALE: NTS .t£7. s;we Ji •, iE pf• - a i sRIV, Malickg Consulting Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com OF NEW Y 3' S CyF O� Q�yv GLEN 4. CH RER� LQ NY P R 0 F E S tbN' LI1GI�C- # 07,537Kge c) 31 APPLI CAN�T'�='' 8 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: DETAILS DRAWING NO.: PAGE NO.: S6 8 of 19 Utility Pole PROVIDE ENOUGH SLACK OF ELECTRIC TELCO AA CABLES FOR FINAL PULLSTRING CONNECTION o 4" PVC CONDUIT 12" GRIP—STRUT ICE BRIDGE KIT (SCHEDULE 80) •WITH SUPPORT W/ VERTICAL T—BRACKETS STRAPS EVERY 5' SITE PRO 1 PART: 1812DV OR EQUAL r 3" PVC CONDUIT N (SCHEDULE 80) LO C*i 00 z WITH SUPPORT I lot DIRECT BURIAL PIPE COLUMN to STRAPS EVERY 5 O.D. Z PART NO. 8130,MICROFLECT OR EQUAL 0 I lot 0 0 04, -allal TRANSITION Finshed Grade Grade d 4• d• >X CONCRETE FOOTING 39 00 Z UTILITY VERIFY WORK WITH UTILITY DEMARK COMPANIES PRIOR TO START aQ OF CONSTRUCTION. 4- -4 12 ICE BRIDGE DETAIL 2 MESA XL CABINET DETAIL (TELCO) 3 UTILITY POLE CONDUIT RISER I I x17 SCALE: NTS 22x34 SCALE: NTS 11 x17 SCALE: NTS 22x34 SCALE: NTS 11 x17 SCALE: NTS 22x34 SCALE: NTS (RIGID STEEL CONDUIT PLUG FOR SPARE CONDUIT) RIGID STEEL CONDUIT WWM 6X6 18 GAUGE COUPLING 3/4" CHAMFER 8" CONCRETE SLAB CONCRETE PAD b 0 1. oo t 'o 01, 14 TGRADE: +Z 2� +z Pj-. \,Pj-: T _��l T I'_`I RIGID 'IT I—azi-' 111 111—" ( 1'F —� '—I I I I �kl'T I I I `.'I I I'M STEEL V1_=1 I I=111EEI I I I I I 1=1 I 1=1 I 5III =1 I M I I CONDUIT NOTE: III III III III III I I III III III III III 1) ALL EDGES SHALL BE CHAMFERED. RIGID STEEL TO PVC ADAPTOR 2) PROVIDE LIGHT BRUSH FINISH. 6" MIN THICK LAYER COMPACTED SUBGRADE OF 3/4" CRUSHED STONE PVC SCHEDULE 40 (COMPACTED) SIZE AS SHOWN ON LAYOUTS 4 UNDERGROUND CONDUIT STUB -UP 5 CONCRETE PAD DETAIL 11 x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS eek .......... ; ClEz- MU--V1ic1dSU0-%h(j-rer,, R,(I Consulting Engineers -Construction Inspectors Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com OV: NEW 3. Sc co GLENN 11TI I , ­ N NY PROFES 10 AL IN 7 6 A PPL I G -W -7f;9 m 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENTS_- 11/06/13 TIC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: DETAILS DRAWING NO.: PAGE NO.: S7 9 of 19 PROVIDE WARNING TAPE (ORANGE 0.1 MM FLEXIBLE NEVER CUT CENTRAL LEADER POLYETHYLENE FILM WHICH SHALL BE RESISTANT TO ACIDS, PRUNE ANY BROKEN BRANCHES DUE'ITO HANDLING BASES, HYDROCARBONS, AND WATER) 1" CHAIN LOCK, LOCKEQ ONCE AROUND TREE AND TWICE ARFINISHED GRADE, OR 6" OF TOPSOIL TO BE BACK UOND PAVING MATCH SLOPE TRENCH FILLED ON TOP OF CONDUIT TRENCH STAKE. ALLOW EXTRA 1 LENGTH FOR ADJUSTMENT. AND THICKNESS OF AND GRASS TO BE REPLACED OR SEEDED 4" HARDWOOD MULCH. MULCH SHOULD NOT BE PLACED EXISTING UNDISTURBED SOIL AROUND THE TREES ROOT COLLAR REMOVE TOP 1/3 BURLAP FROM BALL, � COMPACTED BACKFILL CUT ALL KNOTS IN TWINE. o p — – W/ SATISFACTORY W � ' 3" O.D. CEDAR, OR APPROVED EQUAL. ALIGN NATIVE OR IMPORTED � � � WITH PREVAILING WINDS SOIL "� � PLACED OUTSIDE OF PLANTING PIT. Iii 0 SCARIFY SUBSOIL AND MOUND TO 6". z 3" SAUCER AT ORIPLINE. = SAND FILL � IN. I `r w = 12" MI TELEPHONE CONDUIT 3" (MIN) ELECTRICAL CONDUIT N IIIIIIIIIIIVI�IIOIIIIIIIII ".IIInIIIIII�I�Vill III FINISHED GRADE ' WHERE APPLICABLE WHERE APPLICABLE COORDINATE SIZE, TYPE— AND �COOROINATE SIZE AND AND QUANTITY WITH TYPE WITH LOCAL W - BACKFILL MIX UNTIL HOLE IS 3/4 FILLED, LOCAL UTILITY 6�� (MIN)UTILITY j - OTER AND F FINISHED GRADE BACKFILL LWHEN WATER HAS PERCOLATED. �TYP) Z_ _ UNDISTURBED SUB -SOIL i WITH LOCAL L UTILITY . Mg.DIMENSION COMPANY REQUIREMENTS BACKFILL SHALL BE ONE-THIRD PEAT MOSS, ONE-THIRD SCREENED a _ � TOP SOIL, AND ONE-THIRD TOPSOIL FROM THE SITE (NATIVE), FREE N Of ACIDIC MARL, STICKS, LARGE STONES, DEBRIS, OR OTHER NOTE OBJECTIONABLE MATERIALS. HAND DIG ALL UTILITY CROSSINGS �a��f�ia=15���CLU. � Ctl 11 before you dig. EMERALD GREEN PLANTING DETAIL 3 TRENCHING DETAIL 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 1/4" CONT. C8X11.5 STEEL CHANNEL FILLET WELD EQUIPMENT SHED SKID 5000 PSI NON -SHRINK BROOM FINISH GROUT GALVANIZED STEEL aLOCKING BASE PLATE AND WASHER ER 30" DIA. REINFORCED LEVELING NUT CONCRETE PIER (8) # 5 REBARS SPACED EQUALLY Rough Geode �I I I -III- III -III -I S I I -I I I_I I�� I -III -III- El I E I I I � EI 1=1 1/2" DIA. X 6" _LONG HEAD BOLTS, SET IN CONCRETE 12'-0" �I I I -III- M I T I III -III -I PRIOR TO CURING M VIII -III- .L I I I �, III -III- I -III -II �► 3 REBARS SPACED 12" O.C. WWM 6X6 - 18 GAUGE BROOM FINISH I —III—I I L � I— 30" DIA. REINFORCED FT SLOPE I LIH _ _ _ _ _ III = CONCRETE PIER STOOP TO BE NO MORE I I=I =LI=III-III-III-I �I THAN 1/2" BELOWUL ==-=I I SHELTER FINISHED FLOOR 30" COMPACTED SUBGRADE REPLACE WITH STRUCTURAL FILL IF UNSTABLE SOIL IS PRESENT CONTRACTOR SHALL 6" COMPACTED CRUSHED STONE COORDINATE WITH NOTE: SHELTER MANUFACTURER. DEPTH OF CONCRETE PIER TO 8E DETERMINED BY SHELTER MANUFACTURER 2 CONCRETE STOOP DETAIL 4 BASE PLATE/ PIER DETAIL 11x17 SCALE: NTS 22x34 SCALE: NTS ' 11x17 SCALE: NTS 22x34 SCALE: NTS MaliddScherer.. P Consulting Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com 111,110, UF NEW Y S CyF9�.p� C-0� GLENN CHi: NY PROFESS Ni , IN rc, APPLICANvr..}� 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: DETAILS DRAWING NO.: PAGE NO.: S8 10 of 19 LOT LINE • — - = PROPERTY LINE — • - — • • — ZONE BOUNDARY LINE — — — — — 200' ANI) 500' RADIUS BOUNDARY — — — FALL—ZONE VICINITY MAP 11x17 SCALE: 1 "= 200'-0" 1 22x34 SCALE: 1" =I 001-0" , A ♦ I 200' RADIUS I �♦` BOUNDARY 200' FALL—ZONE�\ RADIUS BOUNDARY �` 63-01-37 )1-10 SITE: LI— 1025 BLOCK: 1, LOT: 2.2 SECTION: 61 �` ZONE LINE LOT AREA: 19,602 SF ` (TYP) -� APPROXIMATE PROPOSED ♦ ; FACILITY LOCATION NAPPROXIMATE PROPOSED — _ _ _ `MONOPOLE LOCATION M.T.A. (L.I.R.R.) 1) PARCEL INFORMATION WAS OBTAINED VIA SUFFOLK COUNTY WEBSITE AND CONFIRMED WITH SUFFOLK COUNTY THAT THIS IS THE MOST RECENT INFORMATION http://gis.co.suffolk.ny.us 2) ZONING MAP UTILIZED FOR THIS RADIUS MAP IS ENTITLED "TOWN OF SOUTHOLD SECTION 2 OF 4 NEW ZONING MAP" REVISED NOVEMBER 3, 2004, ZONING LEGEND HB = HAMLET BUSINESS R-40 = RESIDENTIAL LOW DENSITY AA RO =RESIDENTIAL/OFFICE LI = LIGHT INDUSTRIAL HD = HAMLET DENSITY RESIDENTAL DISTRICT ORDINANCE HB—DISTRICT REQUIRED EXISTING PROPOSED Min Lot Area 20000 , 19,579.29 SF (.45 AC) ** No Change Min Lot Width 60' 155.52' No Change Min Lot Depth 100' 124.12' No Change r 1 rrGLLNN�`J. S ERE R!_� ' 93' (U)61' Min Front (Yard) 15' N/A S) at 56' C) 340 Mt. Kemble Ave Morristown, NJ 07960 16' (U) Min Side (Yard) 10' N/A 14' {S 10 {C 153' (U) Min Both Side {Yard) 25+ N/A 146' �(S) 136 (C) Min Rear Yard281 (Feet) 25' N/A (U) 35 S TC A ISSUED FOR REVIEW 25' C Max. Lot Coverage (%) 40%, 0% 4.3% Max. Building 35' N/A 12* -8" (S) Height TRAVELER ST SOUTHOLD, NY 11971 1 00 (U) Max Number of 2 N/A 1 STORY (S) Stories DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: Distance to Nearest N/A N/A 316' (C) Residential District S9 11 of 19 * EXISTING NON—CONFORMITY ** VARIANCE REQUIRED LEGEND U — UNIPOLE S —SHELTER C —COMPOUND 2 1 BULK REQUIREMENTS 11x17 SCALE: 1"= 20'-0" 1 22x34 SCALE: 1" = 10'-0" Tj� is d � } �J �_rcs [\A I iu,--- k R A Consulting Engineers -Construction inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com 0F NEIN y SC/Y r 1 rrGLLNN�`J. S ERE R!_� ' NY PROF SfbPAL 1N61N gR ,' 0753 t „rte APPLICCANT:' at 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: VICINITY MAP AND BULK REQUIREMENTS DRAWING NO.: PAGE NO.: S9 11 of 19 TO SOUF PROPOSED ME' ATTACHED TO SUPPORT R) LOCATION TO BE DETERMIr BY LISCENSED ELECTRIC PROPOSED 200A DISCONNECT W/ (2) 200A FUSES ATTACHED TO SUPPORT RACK LOCATION TO BE DETERMINED BY LISCENCED ELECTRICIAN ELECTRICAL NOTES: NOTES: 1. WORK WITH SHEET S2 FOR ROUTING OF CONDUITS. 2. CONTRACTOR IS TO VERIFY SERVICE CONNECTION METHOD, LOCATION AND MATERIAL WITH UTILITY COMPANY. THIS WILL OCCUR PRIOR TO THE START OF ANY ELECTRICAL WORK. ALL ELECTRICAL WORK WILL CONFORM TO THE NATIONAL ELECTRICAL CODE, THE ELECTRICAL CODE FOR THE STATE OF NEW YORK AND ALL NATIONAL AND LOCAL FIRE SAFETY AND BUILDING CODES. CONTRACTOR IS TO PROVIDE ALL ASSOCIATED MATERIAL ie. STRAPS, CONNECTORS, CRIMPS etc. FOR A COMPLETE AND OPERATIONAL ELECTRICAL PROJECT. AT !43/0 GND CONTRACTOR IS TO COORDINATE ALL OF HIS WORK TO MINIMIZE THE DISTURBANCE TO THE EXISTING BUILDING OCCUPANTS, WORKERS OR ACCESS REQUIRED BY THE GENERAL PUBLIC OR MAINTENANCE PERSONNEL. ANY DISRUPTION OF THE EXISTING ELECTRICAL SERVICE MUST BE COORDINATED WITH THE CONSTRUCTION COORDINATOR AND THE BUILDING CONTACT PERSON. ANY DISRUPTION OF THE EXISTING BUILDING CONDITIONS SHALL BE RETURNED TO THERE PREVIOUS CONDITION OR BETTER. VERTICAL RUNS OF CONDUIT MUST BE SUPPORTED AT INTERVALS AS REQUIRED BY APPLICABLE CODES. INSTALL ALL REQUIRED PULL BOXES AND UTILIZE APPROPRIATE WIRE HANGING FITTINGS AND HARDWARE. CONTRACTOR IS TO PERMANENTLY SUPPLY AND FASTEN NAMEPLATES TO DESIGNATE VOLTAGE, NAME AND EQUIPMENT FED FROM. ALL CUTTING AND PATCHING OF WALLS AND MASONRY REQUIRED FOR THE INSTALLATION OF ELECTRICAL HARDWARE SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE FIRE PROOF TO RESTORE ORIGINAL RATING. 1 I ELECTRICAL SCHEMATIC RISER DIAGRAM 11x17 SCALE: NTS 22x34 SCALE: NTS PANEL CAPACITY kVA): PANEL LOADING (100% non -cant. load) (kVA): PANEL LOADING (125% continuous load) (kVA): PANEL LOADING (TOTAL) (kVA): SPARE CAPACITY (kVA): FAN # 1 MOD O 1 x'2.0 2.0 51.0 53.0 10.0 WIRE SIZE AND RATING PER NEC SPECS CONNECTED LOAD (kVA): LINE VOLTAGE THERMOSTAT WHITE — ROGERS #1A10-651 100—VA OC TO AC INVERTER 120—VAC 60 HZ OUPUT WILLMORE ELECTRONICS #1654-24-120-60-1 30.5 MOUNTED IN TELCO RACK AC DIST ' PANEL I I 60A BREAKER IN ARGUS 24 VDC POWER PLANT "IN Malick/,Bcherer, Hu, Con -gulling Engineers -Construction /nspectOAS-Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com �0F NEIN Y J. SCy�9�,p� GLEN 0 J-6. CH -RR L' NY PROFESN.ONALENC`INE ,c # 075376- 7 APPLICANT: 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: ELECTRICAL DETAILS DRAWING NO.: PAGE NO.: E1 12 of 19 120/208 VOLTS, 3-PHASE, 4 -WIRE, '200A MAIN BREAKER RATING (A). SYSTEM VOLTAGE (V) DESCRIPTION DESCRIP11ON I- EC RECTIFIER 3 on REC11FIER 7 mWign RECTIFIER 9 RECTFIER 10 RECTFIER 11 EDE E MAEmomMEE! CP OUTLETS EEEEE��� ROONI OUTLETS W, mull It PANEL TOTAL (VA). Legend: c continuous, nc non -continuous ANY DISRUPTION OF THE EXISTING BUILDING CONDITIONS SHALL BE RETURNED TO THERE PREVIOUS CONDITION OR BETTER. VERTICAL RUNS OF CONDUIT MUST BE SUPPORTED AT INTERVALS AS REQUIRED BY APPLICABLE CODES. INSTALL ALL REQUIRED PULL BOXES AND UTILIZE APPROPRIATE WIRE HANGING FITTINGS AND HARDWARE. CONTRACTOR IS TO PERMANENTLY SUPPLY AND FASTEN NAMEPLATES TO DESIGNATE VOLTAGE, NAME AND EQUIPMENT FED FROM. ALL CUTTING AND PATCHING OF WALLS AND MASONRY REQUIRED FOR THE INSTALLATION OF ELECTRICAL HARDWARE SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE FIRE PROOF TO RESTORE ORIGINAL RATING. 1 I ELECTRICAL SCHEMATIC RISER DIAGRAM 11x17 SCALE: NTS 22x34 SCALE: NTS PANEL CAPACITY kVA): PANEL LOADING (100% non -cant. load) (kVA): PANEL LOADING (125% continuous load) (kVA): PANEL LOADING (TOTAL) (kVA): SPARE CAPACITY (kVA): FAN # 1 MOD O 1 x'2.0 2.0 51.0 53.0 10.0 WIRE SIZE AND RATING PER NEC SPECS CONNECTED LOAD (kVA): LINE VOLTAGE THERMOSTAT WHITE — ROGERS #1A10-651 100—VA OC TO AC INVERTER 120—VAC 60 HZ OUPUT WILLMORE ELECTRONICS #1654-24-120-60-1 30.5 MOUNTED IN TELCO RACK AC DIST ' PANEL I I 60A BREAKER IN ARGUS 24 VDC POWER PLANT "IN Malick/,Bcherer, Hu, Con -gulling Engineers -Construction /nspectOAS-Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com �0F NEIN Y J. SCy�9�,p� GLEN 0 J-6. CH -RR L' NY PROFESN.ONALENC`INE ,c # 075376- 7 APPLICANT: 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: ELECTRICAL DETAILS DRAWING NO.: PAGE NO.: E1 12 of 19 COAX TO TOWER 2 COUNT., SINGLE MODE FIBER CHOLE NOTE: 12- FIBER „M, awl "P NOTES 3. 4. .5 GMT TRAY (TYP FOR 6) ! 111 11 ROUTED IN FLEXIBLE CONDUIT OR TRAY 700/AWS NOTES: LTE BBU 1.2.5. 18 .2.5 (2) 4/0 AWG CLASS B OR I IN CABLE RACK (TYP FOR 2) NOTES: 3. 4. 17 TO (2) 250A BREAKERS ■ IN 24V DC POWER PLANT ■ 48V DC BREAKER PANEL (1) 10A & (6) 15A BREAKERS NOTES 3. 4. 8. 9 24V TO -48V CONVERTER W/ 2KW MODULES NOTES 3, 4, 7 INDOOR LTE FRAME/RACK (2) 1 /C 12 AWG ROUTED WITHIN RACK (TYP FOR 2) NOTES: 3. 4, 20 BY OTHERS ��- 6 AWG CHASSIS GND �-- 2 AWG I oft »_ SIAD NOTES 10 NETWORK INTERFACE DEVICE NOTE 11 (VARIES BY MARKET) (E) TELCO RACK (2) 2 AWG COAXIAL SURGE ARRESTORS (TYP FOR 6) NOTES: 3, 4 6 AWG (TYP FOR 6) LTE FRAME/RACK W/9926 (BBU) NOTE 5 GPS ANTENNA & SURGE SUPPRESSOR NOTES: 3. 4. 19 --� 6 AWG s- 10 AWG 6 AWG 10 AWG ALARM CABLES 166 BLOCK NOTES: 19 29 5 ,._„ '••---NOTES: 3. 4 2 COUNT, SINGLE MODE FIBER CABLE NOTES 1. 2. 5 (TYP FOR 2) 1 I SYSTEM DIAGRAM, TOWER SITE WITH INDOOR BASE SAND AND RRHs IN SHELTER 11 x17 SCALE: NTS 22x34 SCALE: NTS 6 AWG AISG CABLE NOTES: 3, 4, 21 (TYP. FOR 3) COAX JUMPER COAX JUMPER NOTES, 1. FURNISHED BY OEM/AT&T. DIPLEXER INSTALLED BY OEM OR AS SCOPED BY MARKET. DIPLEXER 3. FURNISHED BY BECHTEL. DIPLEXER 4. DIPLEXER DIPLEXER FINAL CONNECTION BY OEM OR AS SCOPED BY MARKET. DIPLEXER 6. AISG CABLE FOR A.TTORNEY COMMENT NOTES 3, 4 ARGUS 053-997-20-0000 DUAL FEED DC -DC CONVERTER WITH 012-526-20-040 2KW MODULES. NOTES 3, 4 8. PART OF CONVERTER WITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED SEPARATELY. NOTES 3. 4 9. NOTES 3. 4 DATE NOTES 3, 4 SIAD IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER CONNECTIONS AND FIBER TO NOTES 3, 4 RET CONTROL (2) 10A BREAKERS FROM A 24V DC POWER SOURCE OR (2) 5A BREAKERS FROM A 48V DC POWER SOURCE AND CONNECT USING MFR POWER CABLE WITH SPECIAL. CONNECTOR. 11. LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. 12. COIL EXTRA LENGTH OF FIBER CABLE(S) WITHIN FIBER MANAGEMENT TRAY INSTALLED IN LTE FRAME. 13. SEE DETAIL 1408 FOR DC POWER CABLE SIZES. NOTES: 3. 4, 16 14. DC POWER CABLES SHALL BE COPPER, CLASS B STRANDING, TYPE RHH/RHW UL LISTED FOR 90'C DRY/75-C WET INSTALLATIONS UNLESS NOTED OTHERWISE. 15. GROUNDING WIRES SHALL BE COPPER. THHN/THWN UL LISTED FOR 90-C DRY/75-C WET INSTALLATION. MINIMUM SIZE IS 6 AWG UNLESS NOTED OTHERWISE. 16. RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. REFER TO RF DATA SHEET FOR (TYP FOR 3) 17. MAXIMUM 4/0 AWG CABLE LENGTH FROM 24V DC POWER PLANT TO CONVERTER SHALL NOT EXCEED 44 FT. 18. PROVIDE GROUND WIRES FOR ENHANCED ALARM MODULE (eAM) WHEN EMPLOYED BY MARKET. 19. SEE DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL CABLE CONNECTION. 20. SEE DETAIL 1150C FOR ALARM CABLE REQUIREMENTS. 21. TMAs MAY BE EITHER SINGLE UNITS (AS SHOWN) OR TWIN UNITS. COAX JUMPERS NOTES: 3. 4 (TYP FOR 12) 700 AWS 700 AWS 700 AWS MOUNTED ON IN INTERIOR WALL RRH RRH RRH RRH RRH RR NOTES NOTES NOTES NOTES NOTES NOTES UNISTRUT 1.2.5 1.2.5 1.2.5 1.2.5 1. 2. 1.2.5 I I I 2/C DC CABLES I NOTES 3. 4. 5. 13 (TYP FOR 6) ROUTED IN i 1/2* CONDUIT OR TRAY 2 COUNT., SINGLE MODE FIBER CHOLE NOTE: 12- FIBER „M, awl "P NOTES 3. 4. .5 GMT TRAY (TYP FOR 6) ! 111 11 ROUTED IN FLEXIBLE CONDUIT OR TRAY 700/AWS NOTES: LTE BBU 1.2.5. 18 .2.5 (2) 4/0 AWG CLASS B OR I IN CABLE RACK (TYP FOR 2) NOTES: 3. 4. 17 TO (2) 250A BREAKERS ■ IN 24V DC POWER PLANT ■ 48V DC BREAKER PANEL (1) 10A & (6) 15A BREAKERS NOTES 3. 4. 8. 9 24V TO -48V CONVERTER W/ 2KW MODULES NOTES 3, 4, 7 INDOOR LTE FRAME/RACK (2) 1 /C 12 AWG ROUTED WITHIN RACK (TYP FOR 2) NOTES: 3. 4, 20 BY OTHERS ��- 6 AWG CHASSIS GND �-- 2 AWG I oft »_ SIAD NOTES 10 NETWORK INTERFACE DEVICE NOTE 11 (VARIES BY MARKET) (E) TELCO RACK (2) 2 AWG COAXIAL SURGE ARRESTORS (TYP FOR 6) NOTES: 3, 4 6 AWG (TYP FOR 6) LTE FRAME/RACK W/9926 (BBU) NOTE 5 GPS ANTENNA & SURGE SUPPRESSOR NOTES: 3. 4. 19 --� 6 AWG s- 10 AWG 6 AWG 10 AWG ALARM CABLES 166 BLOCK NOTES: 19 29 5 ,._„ '••---NOTES: 3. 4 2 COUNT, SINGLE MODE FIBER CABLE NOTES 1. 2. 5 (TYP FOR 2) 1 I SYSTEM DIAGRAM, TOWER SITE WITH INDOOR BASE SAND AND RRHs IN SHELTER 11 x17 SCALE: NTS 22x34 SCALE: NTS 6 AWG AISG CABLE NOTES: 3, 4, 21 (TYP. FOR 3) COAX JUMPER COAX JUMPER NOTES, 1. FURNISHED BY OEM/AT&T. 2. INSTALLED BY OEM OR AS SCOPED BY MARKET. 3. FURNISHED BY BECHTEL. 4. INSTALLED BY BECHTEL. 5. FINAL CONNECTION BY OEM OR AS SCOPED BY MARKET. 6. DELETED. A.TTORNEY COMMENT 7. ARGUS 053-997-20-0000 DUAL FEED DC -DC CONVERTER WITH 012-526-20-040 2KW MODULES. A 8. PART OF CONVERTER WITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED SEPARATELY. BR 9. BREAKERS TO BE TAGGED AND LOCKED OUT. DATE 10. SIAD IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER CONNECTIONS AND FIBER TO THE UNIT OR AS SCOPED BY MARKET. WHEN IN BECHTEL SCOPE. INSTALL 10 AWG CHASSIS GROUND, PROVIDE (2) 10A BREAKERS FROM A 24V DC POWER SOURCE OR (2) 5A BREAKERS FROM A 48V DC POWER SOURCE AND CONNECT USING MFR POWER CABLE WITH SPECIAL. CONNECTOR. 11. LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. 12. COIL EXTRA LENGTH OF FIBER CABLE(S) WITHIN FIBER MANAGEMENT TRAY INSTALLED IN LTE FRAME. 13. SEE DETAIL 1408 FOR DC POWER CABLE SIZES. 14. DC POWER CABLES SHALL BE COPPER, CLASS B STRANDING, TYPE RHH/RHW UL LISTED FOR 90'C DRY/75-C WET INSTALLATIONS UNLESS NOTED OTHERWISE. 15. GROUNDING WIRES SHALL BE COPPER. THHN/THWN UL LISTED FOR 90-C DRY/75-C WET INSTALLATION. MINIMUM SIZE IS 6 AWG UNLESS NOTED OTHERWISE. 16. RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. REFER TO RF DATA SHEET FOR APPLICABILITY. 17. MAXIMUM 4/0 AWG CABLE LENGTH FROM 24V DC POWER PLANT TO CONVERTER SHALL NOT EXCEED 44 FT. 18. PROVIDE GROUND WIRES FOR ENHANCED ALARM MODULE (eAM) WHEN EMPLOYED BY MARKET. 19. SEE DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL CABLE CONNECTION. 20. SEE DETAIL 1150C FOR ALARM CABLE REQUIREMENTS. 21. TMAs MAY BE EITHER SINGLE UNITS (AS SHOWN) OR TWIN UNITS. LTE ANTENNA WITH RET NOTES: 3. 4 LTE ANTENNA WITH RET NOTES: 3. 4 LTE ANTENNA WITH RET NOTES: 3. 4 700 TMA AWS TMA 700 TMA AWS TMA 700 TMA AWS TMA NOTES NOTES NOTES NOTES NOTES NOTES 3. 4. 21 3. 4, 21 3, 4. 21 3, 4, 21 3, 4, 21 3. 4. 21 t'^. @ '^ fads 777 ".,•'r t"t 33 ` M Y x ,r Consu/ting Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com �pF NEW Y GLE, N . SC�ERER-V NY PROFE SI.QNki' ]NEER _4�7 f�> Q�53Z6c1 T 53-1111. � APPLICANT -l' � 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: ELECTRICAL DETAILS DRAWING NO.: PAGE NO.: E2 13 of 19 B A.TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: ELECTRICAL DETAILS DRAWING NO.: PAGE NO.: E2 13 of 19 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I TO CRGB TO CRGB I I SECTION "P" SECTION "I" I I 1900 OR AWS 700 I I SECTOR A SECTOR A I ( 1 2 AWG 1 2 AWG I 1 1 I V M Ci M a. RACK "P" GROUND BAR RACK "I" GROUND BAR NOTE 9 _ _ _ _ J.. ' SEE NO12 g (NOTE 2) (NOTE 2) ALARM _ (ce' EACH CABLE) (PTE ) Z Z L - - Q W Q 4J Y CABLE (NOTE 8) JUNCTION BOX -10 C3 (2) 12 AWG 1 /C NC (NOTE 13) POWER CABLES (2 TYP) CMA-AWS+ 1 1 10 AWG 1 (NOTE 10) DC SURGE SHELF RAYCAP DC6-RM 1 I TO RACK I "I" GROUND 10 AWG BAR I _1710 AWG _ (NOTE 10) TO RACK "I" GROUND BAR — TO RACK so," GROUND GROUND BAR I- I I 10 AWG I eAM 700 ALARM qi JACKS ALCATEL-LUCENT + 9926 (BBU) 48V DC 70OMHZ INPUT — 53 Frontage Road, Suite 260 ALARM FIBER PORTS JACKS GND 1 2 3 4 5 6 T 1 RJ45 ❑❑❑❑❑❑ JACKS (NOTE 2) eAM 1900 OR AWS 1 ALARM JACKS ALCATEL—LUCENT + 9926 (BBU) 48V DC 1900 OR AWS INPUT — 1 ALARM FIBER PORTS JACKS GND 1 2 3 4 5 6 TI RJ45 DDDD❑D JACKS (NOTE 2) (NOTES: 2. 11) 1 A-700+ I I + + - + lj� lt�w6 AWG A-700- 1 _ I TO RACK "P" 2/C 12 AWG (MIN.) — 6 AWG — 6 AWG CABINET GNO BAR POWER CABLES (6 TYP) TO GROUND TO GROUND 6 AWG(12) 1 /C 12 AWG (NOTE 7) 1 i + i + i + i +iu, + POWER CABLES 1900 OR AWS700 gg gg g8 SEE NOTE 12 (TYP) SECTOR 8 SECTOR 8 mm UU a aU RAC "CL a I" GND o ao s A 1 m m BAR W W I m —48V I H-10 O ❑ 1+1-1[0 O 6 AWG B -AWS+ 1 OV B-AWS- B- 700+ I +24V INPUT +24V INPUT 24V TO -48V CONVERTER 8-700— FEED A FEED B (NOTE 6) WITH TO (NOTE 6) FACTORY INTEGRAL -48V BREAKER PANEL — 6 AWG _ 6 AWG RACK WIRING (NOTE 2) TO GROUND 1 TO GROUND I I TO RACK 1 GND ALARM I "I" BAR GROUND +GND 0/P (NOTE 7) (NOTE 6) OV TERMINAL OCK 1 1900 OR AWS 700 SECTOR C SECTOR C I BAR (4) 1/C 4/0 AWG — GND IIP I I POWER CABLES i INSTALL (2) (N) 250A BREAKERS 24V (+j 0 PART OF DC POWER PLANT CRGB 2 AWG ALARM J (NOTE 6) _ 6 AWG TO CRGB (NOTE 55) CABLE 6 BLOCK SECTION "P" TO RACK "P" (THIS SHEET) 1 GROUND BAR 1. LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF USED. LABEL SHALL BE DURABLE. SELF ADHESIVE, WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREOUENCY BAND AND POLARITY: I.E. "A—AWS+". 2. INSTALL ON LTE EQUIPMENT RACK 3. CABLE TERMINALS FOR +24V INPUT FEED A, FEED B AND REFERENCE GROUND SHALL BE 2 -HOLE: 3/8" ON 1" CENTER. 4. INSTALL CABLE TERMINALS FOR FEED A AND FEED 8 RETURN BACK-TO-BACK ON OPPOSITE SIDES OF PAD. 5. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2 -HOLE. 1/4" ON 5/8" CENTER. 6. CONVERTER REFERENCE GROUND IS NOT REOUIRED WHEN CONVERTER AND 24V DC POWER PLANT ARE ; ON THE SAME RACK OR ENCLOSURE. 7. MAXIMUM CABLE LENGTH IS 49 FEET. 8. THE BARE GROUND WIRE OF EACH MULTI -CONDUCTOR CABLE SHALL BE CONNECTED TO THE "P" GROUND BAR ON THE RACK. WHEN A SHIELDED CABLE IS USED. THE DRAIN WIRE ALSO SHALL BE CONNECTED TO THE "P" GROUND BAR. 9. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS. 10. PROVIDE GROUND WIRE FOR ENHANCED ALARM MODULE (eAM) WHEN EMPLOYED BY MARKET. 11. SEE DETAIL 1409A FOR INTERNAL WIRING DIAGRAM. 12. WHEN A 1900 RRH IS USED INSTEAD OF AN AWS RRH CABLE LABELS SHOULD REFLECT CORRECT FREQUENCY BAND. 13. PROVIDE A JUNCTION BOX, AS SCOPED BY MARKET, TO COIL EXCESS DC POWER AND OPTICAL FIBER CABLES. (FIBER i I ------------------------------------------------------------------ 1 I WIRING DIAGRAM, INDOOR BASE BAND AND RRHs ON TOWER/ROOFTOP, DC/DC CONVERTER, DC2 11 x17 SCALE: NTS 22x34 SCALE: NTS WIRING DIAGRAM, INDOOR BASE BAND AND INDOOR RRHs DC/DC CONVERTER DETAIL 1412C 0 NTS _ TO GROUND TO GROUND 6 AWG qi pt,y. �'F(' .kaz#n MU-JiC--kRSC,-herer., Consulting Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer. ofCwY J. SChr" 0 GLENN J. S "E= 6 NY PROFESSIONAL 531 # 0753'OFESS1� APPLICANT: at 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B ATTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: ELECTRICAL DETAILS DRAWING NO.: PAGE NO.: E3 14 of 19 i _ INPUT �N POWER OUT POWER OUT FIBER OUT GROUND a I i c k S c h r , t Consulting Engineers -Construction Inspectors -Land Surveyors (2 PER SECTOR FOR TOTAL OF 6) (2) 2/F SINGLE MODE i GROUND CABLE Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com I i (1) 1 /C 2 AWG FIBER CABLE f � co c``?�� 2 1/2" TO 2 / CONNEaTDORSIBER i -----•---•---•-------700 RRH APPLICANT: REDUCER REQUIRED ' RRH (1) 24/F LC—CONNECTORIZED 2 PER TOR FTOTAL OF 6 SECOR ( ) , A i _ ! �N FIBER FIBER, FIBER vrwuwu �,hvLC. ! Q— (1) 1 /C 2 AWG' a I i c k S c h r , t Consulting Engineers -Construction Inspectors -Land Surveyors (2 PER SECTOR FOR TOTAL OF 6) (2) 2/F SINGLE MODE i GROUND CABLE Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com 2/F F SINGLECABLE FIBER CABLE f � co c``?�� 2 1/2" TO 2 / CONNEaTDORSIBER i -----•---•---•-------700 RRH APPLICANT: REDUCER REQUIRED ' RRH (1) 24/F LC—CONNECTORIZED 2 PER TOR FTOTAL OF 6 SECOR ( ) ' (1 PER RRH FOR TOTAL CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE FIBER OPTIC CABLE 2/C 10 AWG DC POWER CABLE 2 2/C 10 AWG () POWER CABLE i OF 2) 2/F SINGLE MODE = FB—L98B-002—XXX BY 700 RRH FIBER CABLE , ROSENBERGER SITE (3) 2* FLEX CONDUITS/ SOLUTIONS, LLC OR INNERDUCT 0/D RATED AWS RRH 2" FLEXIBLE (1 PER RRH FOR SIMILAR ATTORNEY COMMENT CONDUIT TOTAL OF 2) 2/C 10 AWG t ISSUED FOR REVIEW 08/01/13 1 STRIKESORB PROTECTION POWER CABLE INI 1" LFMC ISSUE OR REVISION DATE BY MODULE BY RAYCAP CONSTRUCTION DOCUMENTS _ s (2) 6/C 8 AWG TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 DC POWER CABLE M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 t WR—VG86T BY ROSENBERGER DRAWING TITLE: ELECTRICAL DETAILS DRAWING NO.: PAGE NO.: SITE SOLUTIONS, LLC OR 15 of 19 s SIMILAR I ; s i s i 2" INNERDUCT/FLEX CONDUIT 0/D RATED 1411 CONNECTION DIAGRAM DC SURGE PROTECTION BOX 1417 CONNECTION DIAGRAM FIBER OPTIC & POWER DISTRIBUTION BOX 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS �N JM a I i c k S c h r , t Consulting Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com NEw Yo ��OV Q J. SCh,�9 � co c``?�� GL'tNN J. GFIERE,---' NY PRO E�SS�IONA -„ ` I�EE `#`.Qr75V APPLICANT: 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B ATTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: ELECTRICAL DETAILS DRAWING NO.: PAGE NO.: E4 15 of 19 T1 it r!AG' 4:TiC 00 -IR CMOS PkRE TACT Ci_Ca,- -r ON DOOR L 1- 0PE, WHEN DOOR I-30PERM SE1,01''1 s J61 'I' Cl 1014 V ALAW CQNTA,:TL SFQWN IN ;wQ .1AL (f 10 TE01101,' SITE) atME�l TECH C�,q aITE Se iVli '5 C VAAT FD3 THE f4CIR MALL` 0" Ell Tc -*C D',Vi A.LArW, NX% TI S6 iE SPI ARIA. Hla -, P Ef/,P. 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S E 'EI , NSv. aft W NY PROF ON �fGIIFR r a; AP PL �. s F I?r",. 11 24'V' RELAY 45 KiJOR A p� THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. y :vlix- B TTORNEY COMMENT 11/06/13 J�'SI"4�+�.�: LI��,T T i,:i � '• G}tit ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY b CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB r RF AliP i':AU .T t'Af-'FA E1� RF, A%li-° R AL11 _T r0'C,.3;j , WC F i 0A, F° A I.F.U.r 1 H Hr ',' IiisF:UIjIr11:,N N1I-FAA -'E-!- F DOOR ALARMS WITH R* GSM OR L-fE ON SITE U, Mu, --,j -"-% I k R SC-- h r e , 1 1 N Consulting Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com � NEw O ,per � GL- J. S E 'EI , NSv. aft W NY PROF ON �fGIIFR COr AP PL �. s 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: ELECTRICAL DETAILS DRAWING NO.: PAGE NO.: E5 16 of 19 CELL SITE INSTALLATION NOTES: FRICTION ACCESS COVER THE FOLLOWING INSTALLATION NOTES HAVE BEEN COMPILED FROM iv THE EXISTING PROJECT DOCUMENTS (I.E. PROJECT SPECIFICATIONS, EQUIPMENT VENDOR DOCUMENTS, ETC.) FOR USE. THESE NOTES Exlsttn Grade SHALL BE UTILIZED FOR THE CONSTRUCTION OF THE CELL SITES TO ENSURE COMPLIANCE WITH THE PROJECT DESIGN AND SPECIFICATION Exlstlnq Surface REQUIREMENTS. • $„ PVC PIPE A. GROUNDING: to 1. ALL METAL CONDUIT FOR GROUNDING DOWN CONDUCTORS SHALL CADWELD CONNECTION BE BONDED TO THE GROUND SYSTEM AT BOTH ENDS. 2•GROUNDING CONDUCTORS SHALL BE CONNECTED TO THE MAIN PROVIDE A SLOT WATER PIPE USING A BURNDY TYPE GAR -TC CLAMP. COAX GROUNDBAR COAX GROUNDBAR COAX GROUND, BAR IN THE PVC GROUND RING , 3. KOPR-SHIELD ANTI -OXIDATION COMPOUND SHALL BE USED ON 0 SECTOR C Q SECTOR , B Q SECTOR A SLEEVE TO ALL GROUNDING CONNECTIONS. ACCOMODATE THE 4.ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE GROUND RING BY THE CADWELD PROCESS. 5. ALL CADWELDS SHALL BE INSTALLED USING THE PROPER CONNECTION/MOLD AND MATERIALS FOR THE PARTICULAR COAX GROUND BAR GROUND ROD 5/e" DIA. CONNECTION AND/OR APPLICATION. AT TOP OF UNIPOLE 8' LONG GPS DEVICE TEE CONNECTION SWEEP CONNECTION GPS DEVICE COA4GR NDBAR AT BOTTOM OF UNIPOLE CADWELD CADWELD GROUND BAR 0 •2 AWG BCW •2 AWG BCW EXTE R OF S ELTER ' PROPOSED •2 SOLID TINNED FENCE ELECTRICAL (TYP) POSTS POST CONNECTION PANEL BOARD �r GROUND CADWELD GROUND WIRE (TYP) TELCO RING 10" GRD AROUND ANTENNA POST EQUIPMENT SHEL TER -2 AWG BCW ____--------------------- _.___ -___ ® 2 GROUND ROD 1 GROUND BAR @ i 11x17 SCALE: NTS 22x34 SCALE: NTS 1 T ,.R OR 0 L R 1 6. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED 1 GRADE WITH A LOCK WASHER UNDER THE NUT. HARDWARE FOR YBOLTED CONNECTIONS SHALL BE MINIMUM OF 3/8 DIAMETER A/C A/C RRH RRH AND SHALL BE STAINLESS STEEL. UNIT # 1 UNIT #2 17• GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED 1 1 z THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS 1 I v TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 1IRRHIRRH 1 M CADWELD 1 I 1 1 1 LUCENT LUCENT RRH RRH i LTE/ ARGUS ARGUS 24VDC UMTS UMTS 1 TELCO BATTERY BATTERY 1 1 POWER CABINET CABINET RACK RACK #1 RACK #2 #1 #2 1 GROUND RING 1 I #2 AWG BCW I 1 SOLID, •2 AWG BCW TINNED DEPICTS CHOKE POINT 1 (NOT ACCEPTABLE) i 1 8. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. CLIPS OF THE FOLLOWING MATERIALS AND TYPES MAY BE USED TO FASTEN (9", GROUND ROD _ _ _ '� f AND SUPPORT GROUNDING CONDUCTORS. 1 COPPER CLAD 1 1 STEEL 5/8" I x10'-0" LONG ® PLASTIC CLIPS I I 1 1 PROPOSED GROUND RINGL _ _ _ _ _ AROUND UNIPOLE ® METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE ♦ r GROUNDING CONDUCTOR *01 NOTE: SITE GROUNDING MUST CONFORM TO In CADWELD TYPE CONNECTION WNS IMPLEMENTATION STANDARDS TECHNICAL SPECIFICATIONS FOR BASE COMPRESSION TYPE CONNECTION STATION GROUNDING AND TVSS (VERS. 1.1 6/30/04). BOLTED CONNECTION 1 GROUNDING SCHEMATIC 3 GROUND RING 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS Malidd SchHu, Consulting Engineers -Construction Inspectors -Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com NEWY ti0F 3. scy o'A �� V GLENNSbHEtReh.-" NY PROFESSIONAL-EN"GINEER # 075;V6 APPLICANT: ry 1 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: GROUNDING DETAILS DRAWING NO.: PAGE NO.: G1 17 of 19 STRANDED CU WIRE WITH GREEN, ANTENNA GROUND BAR 60OV, THHN/THWN INSULATION. 5 2 W/O INSULATORS, BONDED SIZE AS SPECIFIED 4 m TO ANTENNA UNIPOLE DIRECTLY TO THE TOP OF ctUNIPOLE � 4 E TE 1. GROUND BAR 7/ 16" 2" 3� ° ° ° o SEE DETAIL508A ON WALL, ° 00 STANDARD GROUND (SIMILAR) FLOOR ORH ° ° o ° o ° KIT (TYP.) ON ANTENNA � ° 0 ° o�o �° ° TOWER 3 ° 0 1 SEE DETAIL 118 ANTENNA GROUND BAR 0 " W/0 INSULATORS, BONDED 1 #6 AWG (PROVIDED I DIRECTLY TO BOTTOM OF LEGEND WITH GROUND KIT TYP.) UNIPOLE SEE NOTE 1. SEE DETAIL 508A 1— COPPER GROUND BAR, %x 4"x 20", NEWTON INSTRUMENT CO. O O CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA COAX CABLE V DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL (TYP. FOR ALL) tJ VARY BASED ON NUMBER OF GROUND CONNECTIONS) EXOTHERMIC WELD TWO—HOLE LUG,BOLTED TO GROUND 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL TO EQUIPMENT BAR USING 3/8" —16 x 1 1 /4 STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. I 3— 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO. VIA TRAY OR I CAT. NO. 3015-8 OR EQUAL ICEBRIDGE UNIPOLE PIER K*TWO—HOLE LUG, TO BE USED WITH 4— WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. GROUND RING #2 AWG SOLID TINNED BARE CU CAT NO. A-6056 OR EQUAL * GROUND BARS AT WIRE OR STRANDED CU WIRE WITH GREEN, 60OV, THHN/THWN 5— 5/8-11 x 1" HHCS BOLTS, NEWTON INSTRUMENT CO.— — #2 AWG BCW BOTTOM OF TOWERS OR INSULATION TO ANTENNA CAT NO. 3012-1 OR EQUAL "— — — °— — — ; SOLID TINNED MONOPOLES STRUCTURE, BUILDING, RING (TYPICAL OF 3) SHALL USE EXOTHERMIC CONNECTION. GROUND OR MGB 6— INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO NOTE: TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. OF UNIPOLE, ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 118 INSTALLATION OF GROUND WIRE TO GROUND BAR 119 GROUND BAR DETAIL 123 ANTENNA CABLE GROUNDING - UNIPOLE 11x17 SCALE: NTS 22x34 SCALE: NTS11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS TO TOWER MOUNTED II, TO TRANSMIT AMPLIFIER UNITS 'i (TMA) (WHEN ANTENNA REQUIRED AND RECEIVE ANTENNA ANTENNA CABLE ) I TX WEATHERPROOFING RX 1 /RX2 RX 1 /RX2 KIT (SEE NOTE 3) WEATHERPROOFING CABLE GROUND KIT I KIT TYP. JUMPER REQUIRED STANDARD AR R N ONLY FOR 1 5/8 o S O D G OU D #6 AWG STRANDED Cu WIRE WITH COAX. OR FOR KIT (TYP.) (SEE GREEN, 600V9 THWN INSULATION EASE OF CONNECTION I NOTE) (GROUNDED TO GROUND TES R) (S 2 (TYP.) ANTENNA CABLE CONNECTORNOTES: TO BTS WEATHERPROOFING 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS KIT (TYP.) (TYP.) DIRECT GROUND WIRE DOWN TO GROUND BAR. FROM TMA GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS (WHEN #6 AWG STRANDED Cu I WIRE WITH GREEN 2.SUPPLIED RED) SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 600V,THWN INSULATION II, CIGBE(GROUND BAR), PROOFING SHALL BE TYPE AND PART NUMBER AS 3• SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) DETAIL 118 MOUNTED NEAR/BELOW ANTENNA WG Cu STRANDED WIRE WITH GREEN, 60OV, NOTE: DO NOT INSTALL CABLE GROUND THWN INSULATION KIT AT A BEND AND ALWAYS DIRECT BONDED GROUND WIRE DOWN TO CIGBE TO TOWER STEEL OR MONOPOLE 121 CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE 122 CONNECTION OF GROUND WIRE TO GROUNDING BAR CIGBE TOWER/MONOPOLE/ROOFTOP rl1x17 SCALE: NTS 22x34 SCALE: NTS 11 x17 SCALE: NTS 22x34 SCALE: NTS AT� (} N, :;� y d7 a . 3 .�3$ari{m@rcr.. X26.. MalicIdScherer, PC, Consulting Engineers -Construction Inspectors Land Surveyors Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com --NEW scy s .P4-tl} gei NY PFES,ION�4Ezl�1(J APPLICANT: v" 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B TTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT #: 13BEC013 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: GROUNDING DETAILS DRAWING NO.: PAGE NO.: G2 18 of 19 ELECTRICAL INSTALLATION NOTES 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, �/ INCH PLASTIC ELECTRIICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR #2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. 13. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR NO. LUGS THAN 75 CD (90RC N FTAVAILABLE) S SHALL E RATED FOR OPERATION 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. GROUNDING NOTES 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING USED FOR OUTDOOR LOCATIONS ABOVE GRADE. PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND• DIRECT ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 21. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1 100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. HINGED COVER, DESIGNED TO SWING OPEN ABBREVIATIONS DOWNWARD; SHALL BE PANDUIT TYPE E EQUAL); AND RATED NEMA 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY 1 OR BETTER) INDOORS, OR NEMA 3R �OR ( OR BETTER) OUTDOORS. CONNECTED TO THE MASTER GROUND BAR WITH GREEN ABOVE GRADE LEVEL INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 26. EQUIPMENT CABINETS, (TERMINAL BOXES, JUNCTION BOXES, AND AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 PULL BOXES SHALL BE GALVANIZED OR AWG STRANDED COPPER FOR OUTDOOR BTS. EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING OR NEMA 3R (OR BETTER) OUTDOORS CONNECTIONS BELOW GRADE. 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL GALVANIZED, EPDXY-COATED, OR NON- CORRODING; SHALL MEET OR OR PASTE) SHALL BE USED ON ALL COMPRESSION AND EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) BOLTED GROUND CONNECTIONS. INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. N.T.S. NOT TO SCALE 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. RF 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY CONDUCTOR SHALL NOT BE USED FOR GROUNDING AUTHORIZATION FROM THE CONTRACTOR CONNECTIONS. BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. kTTORNEY COMMENT �. 10. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH GROUND RING, IN ACCORDANCE WITH THE NEC. THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST T.B.R. LIFE AND PROPERTY. 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIFE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 112 1 /ABBREVIATIONS & SYMBOLS 11x17 SCALE: NTS I 22x34 SCALE: NTS Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 ABBREVIATIONS www.malickandscherer.com NEW Y sof AGL ABOVE GRADE LEVEL GLEN _ FER4 u, `.1SC NY PROFES ONAL�ENfiNE, /,_ SYMBOLS BTS BASE TRANSCEIVER STATION (E) EXISTING Morristown, NJ 07960 S G SOLID GROUND BUS BAR MIN MINIMUM THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. S N SOLID NEUTRAL BUS BAR N.T.S. NOT TO SCALE G EL -SUPPLEMENTAL GROUND CONDUCTOR REF REFERENCE RF RADIO FREQUENCY 0 0 2 -POLE THERMAL -MAGNETIC B kTTORNEY COMMENT �. CIRCUIT BREAKER T.B.D. TO BE DETERMINED 08/01/13 BR NO. T.B.R. TO BE RESOLVED BY PROJECT TITLE: SINGLE -POLE THERMAL -MAGNETIC SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST o CIRCUIT BREAKER TYP TYPICAL M&S PROJECT M 13BECOl3 SCALE: AS NOTED DATE: 08/01/13 REQ REQUIRED DRAWING TITLE: GROUNDING DETAILS CHEMICAL GROUND ROD PAGE NO.: G3 19 of 19 EGR EQUIPMENT GROUND RING GROUND ROD AWG AMERICAN WIRE GAUGE ' E::p DISCONNECT SWITCH MGB MASTER GROUND BUS 01 METER EG EQUIPMENT GROUND 0 CADWELD TYPE CONNECTION BCW BARE COPPER WIRE COMPRESSION TYPE CONNECTION SIAD SMART INTEGRATED ACCESS DEVICE GEN GENERATOR - - GROUNDING WIRE IGR INTERIOR GROUND RING (HALO) RBS RADIO BASE STATION 112 1 /ABBREVIATIONS & SYMBOLS 11x17 SCALE: NTS I 22x34 SCALE: NTS Perryville III Corporate Center 53 Frontage Road, Suite 260 Hampton, NJ 08827 Ph 908.537.1300 Fax 908.537.1398 www.malickandscherer.com NEW Y sof CO GLEN _ FER4 u, `.1SC NY PROFES ONAL�ENfiNE, /,_ APPLICANT.7 340 Mt. Kemble Ave Morristown, NJ 07960 CONTRACTOR SHALL CONTACT M&S, PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE THAT THEY HAVE THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS. B kTTORNEY COMMENT 11/06/13 TC A ISSUED FOR REVIEW 08/01/13 BR NO. ISSUE OR REVISION DATE BY PROJECT TITLE: CONSTRUCTION DOCUMENTS SITE NUMBER: LI -1025 SITE ADDRESS: TRAVELER ST SOUTHOLD, NY 11971 TAX MAP #: 1000, SECTION; 61 BLOCK: 1, LOT: 2.2 ZONE: HB M&S PROJECT M 13BECOl3 SCALE: AS NOTED DATE: 08/01/13 DRAWN BY: BR CHECKED BY: JH DRAWING TITLE: GROUNDING DETAILS DRAWING NO.: PAGE NO.: G3 19 of 19 w h h" I MADE BY: KG1JL DATE: 111512005 CHECKED BY: FFL DATE: 111SIP005 TRACED BY: MA DATE: 111818005 COMPARED BY: RRF DATE: 1118/2005 ,lul 26, 2006 — 08,33arn P=\05010,00 (Stankevich Property Survey & Phase I)\dwg\Acquis Cion �urvey,alwg Layout► MAIN STREET a 4 rNEL+r" N1F TDVN DF S17UTH17LD --- ;— antiYMruT I , I N/F TDVN OF S17UTL1nLD f r♦I, ,Mi+...wwa .. Survey No. 05010,000 TJAP OF PROPERTY OF E C?RC.E C. & IV ARGARET A. STAIVICEVICH TK,DTCATTNG A PORTION OF PROPERTY TO RE A CQUTRED BY THE TOWN OF SGUTIIOLD SITUATE AT SOUTHOLD 0' .VN OF SOUTHOLD ST TSTA OLT< COUNT)", NEW YORK JANUARY IF,, 2005 GRAPHIC SCALE 30 n 10 20 40 60 ( IN FEET ) 1 inch = 20 ft. AREA OF TOTAL PARCEL = 41,204± SQ. FT. OR 0.946 ACRES AREA OF PARCEL TO HE ACQUIRED = 20,514± SQ.FT. OR 0.471 ACRES AREA OF REMAIMING PARCEL = 20,£90± SQ. FT. OR 0.475 ACRES SII', - - - - - - ---- - - - - ---- ------ - , I 1. fi'tr'nsurempnl4 vrp in accordance with US Standards, 2, t1narfthnr1?e'4 attr.rftion or addition to a survey map bearing a Pror^s6ferial L Jnr+ Surveyor's Semis a violation of Section 7209, St,b erhon 2, of Me New York Stntr: Education Law, 3. Tho Op ed for the suhlect parcel is rr)corded in the office of the rh�rk of SiuFrn!k Cminty as Liber 11918 Page 133. 4. Guarantops or certifications tndicaff d hereon signify that this i survey was prepared in accordance with the existing 'Code of Practice' for tend Surveys adopted by the New York Association of Professional Land Surveyors'. Said guarantees or certifications sh-ill run only to ±tie person for whom the survey is pr(+pared, and on his behalf, to the title company, governmental ardency, and the lending institution fisted hereon and the ass)gners of the lending institution. Guarantees or cerhffrations nre not transferable to additional institutions or suhsnrluent owners 5. Cnprps from the 'ORIGINAL' of this survey map, not bearing an "ORl31NAL'nfMe Land surveyor's "INKED" sent shall not he considered to be a true and valid copy. 6 Rights-of-wav not shown, are not certified. 7. The survay'rtoses'mathematically. Si6c 11, County Real Property Tax Map Uisfrict 1000 Sr.r: t. ori 061.00 BIF)r : 01.00 Lof 003.000 Certified to, 1. 7nwn of Sntrthold I hereby certify that MIS ma was made from an actual survey completed by me 4nJ`n..5 005/ LOUS K. MCI -CAN ASSOCIATES, P.C. Cn^ISULTING ENGiNFERS .� 437 SO. COUNTRY RnAD Roy R. 1.Ik 50 , L.S Brn[]KHAVEN, NEW YORK NY, IRLS v. 4 50t] S