Loading...
HomeMy WebLinkAbout40025-Z y, , +Q C�� Town of Southold 4/1/2016 t{��' P.O.Box 1179 g' m 53095 Main Rd Lf4 Y 111:#Q1 F�o Southold,New York 11971 10 CERTIFICATE OF OCCUPANCY No: 38199 Date: 4/1/2016 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 1000 Pike St, Mattituck SCTM#: 473889 Sec/Block/Lot: 140.-3-11.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/12/2015 pursuant to which Building Permit No. 40025 dated 8/20/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: 120 FOOT MONOPOLE(REPLACEMENT)AND RELATED EQUIPMENT, AS APPLIED FOR The certificate is issued to Mattituck Fire District of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40025 03-10-2016 PLUMBERS CERTIFICATION DATED .. ‘Zt... . 9 Autho ' d Signat SUa7( TOWN OF SOUTHOLD �� ' BUILDING DEPARTMENT { TOWN CLERK'S OFFICE .o SOUTHOLD, NY BUILDING PERMIT - (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40025 Date: 8/20/2015 Permission is hereby granted to: Mattituck Fire District PO BOX 666 Mattituck, NY 11952 To: install a 120 foot monopole (replacement) and related equipment as applied for per Southold Town Planning Board approvals. At premises located at: 1000 Pike St, Mattituck SCTM # 473889 Sec/Block/Lot# 140.-3-11.1 Pursuant to application dated 8/12/2015 and approved by the Building Inspector. To expire on 2/18/2017. Fees: WIRELESS COMMUNICATIONS -NEW FACILITY $750.00 Total: $750.00 #f" r / Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: f 00(7) pI ye0-Jr , House No. Street /� Hamlet, c�J Owner or Owners of Property:MckhtAuck___A-cre 1 C� o v l ck_ Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.,Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check o•- , Fee Submitted: $ / r r.p,/c.3 gnature I0 -%% u SO(J/ Town Hall Annex it� ~® �� to Telephone(631)765-1802 54375 Main Road * Fax(631)765-9502 P.O.Box 1179 % co, Southold,NY 11971-0959 , •Q�I�` = roger.richert(a�town.southold.ny.us COUNT'1, �0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mattituck Fire District Address: 1000 Pike Street City: Mattituck St: New York Zip: 11952 Building Permit#: 40025 Section. 140 Block: 3 Lot: 11.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Charles M Dwyer Inc. License No: 4278-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 800 Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 1-800 Switches Twist Lock Exit Fixtures TVSS Other Equipment: 800A, Single Phase Underground Service with 1-800A Disconnect, and a 6 Meter Pan. Notes: Inspector Signature: Date: March 10, 2016 Electrical 81 Compliance Form.xls 543° 2-"52-t-- ,�OF SO//Tyolo•; Yo TOWN OF SOUT NG DEPT. 764'1"802 1 S ON [ ] FOUNDATION 1ST [ ] ROUGH P BING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4-1/ C9--)0k-fre-6- Aer-A/41 �,. dt1' J'�r ..�} 4L- - cs • , ✓dam /.c�C� / _ ./, 47, C,. - . DATE /7-4 1INSPECTOR -A4 �,� �OF SOW o� Ol ,0 ,0' ''YIOOUM I,N ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' H [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] TISULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Okc DATE 13 D74 INSPECTOR DANIEL FALASCO, P.E., P.C. • F, 7 7 751 COATES AVENUE,SUITE 2 VOICE(516)317-7209 HOLBROOK,NEW YORK 11741 FAX(631)467-7840 December 4, 2015 Town of Southold • ECIEBVTE Building Department 54375 Route 25 VAR • 7 2016 P.O. Box 1179 Southold, NY 11971 BUILDING DEPT. • Attention: Building Inspector TOWN OF SOUTHOLD Re: Mattituck Fire Department 1000 Pike Street, Mattituck, NY Please be advised that this office provided full time inspection during the pier foundation construction activities on October 20, 2015, for the captioned project. The construction activities followed the plans prepared by Valmont. The plans are titled Drilled Pier Foundation Layout, Owner: Elite Towers, Site: Mattituck FD. The plan (Sheet 1 of 1) is attached. The components of the installation, including but not limited to the steel, anchor bolts, anchor bolt templates and nuts were all measured and found to be in compliance with the plan. In addition the pier foundation was determined to comply with the required dimensions as outlined on the plan. In addition, attached to this certification, are the concrete tickets for this project-indicating a total of 32 cubic yards (29.4 cubic yards required) of concrete were used'for this installation, in accordance with the plans. The tickets also reflect that 4,000 psi concrete was placed, as required. - The 28 day concrete tests by All Island Testing Assoc. Inc., attached, indicate between 4,340 and 4,418 psi has been achieved (4,000 psi required). I have attached a series of photos of the installation. - Based on the field inspection of the pier foundation at the Mattituck Fire Department-site, it is determined that the construction activities were performed in accordance With the design plans. If you should have any questions, please give me a call. ..i, OF ,f{ Ve r ..' yours, y{� . 2\ Wirt Daniel,Falasco, P.E. ‘";1.. Ii- y t-S3tY-,-' -.,.,...,a•.5,, 6g4 GENERAL NOTES: DRILLED PIER 6' 0 ANCHOR BOLTS 1.Prior to excavation, check the area for underground facilities. �( (SEE SECr--- TION TSA-A FOR DETAILS) ir_",.8 - 2.A11 reinforcing shall be deformed bars conforming to ASTM A615 I 6� 0 i Grade 60 (60,000 psi min. yield) and shall be provided by the 1---1 foundation contractor. ---. 3.All concrete shall have a minimum compressive strength of 4000 I _I a j psi a 28 days. The requirement for the concrete shall be as given in the _ _ 1��1; �� j►I�11�iI�'' A A cap •�t1� =Sili�l�i'!i�*a / ~� ACI "Building Code Requirements for Reinforced Concrete", ACI 318, the cnPQo.s' 11 I �� I pp latest edition. I�� 1' ( 1• 4.Trowel topof CONCRETE PIER III'i�d��l• t__ ___ I __ pedestal smooth. - 1��I _I 5.Steel reinforcement and concrete should be placed immediately upon completion 040 AaP`I �� / of the pier excavations. Contractor shall not allow a cold joint / to form in the pier. Portion above .grade should be formed. REBAR TIE912.ON CENTER Temporary casing may be required to prevent caving prior to DOUBLE AT TOP WITH 8-2.25^ DIAMETER X 66^ LONG concrete placement. s. Bottom I '1 ON BOTTOM Template c !'�� O ` _::://///1 ANCHOR BOLTS ON A 51.18" BOLT 6.The ground Water was encountered at 11, below grade during boring. I� fl i CIRCLE MATCHING PROVIDED TEMPLATES 7.Concrete is assumed to weigh 150 pcf. �i����_J 8 8.Estimated concrete volume 9 29.4 cubic yards total. 9.Design Based on the following loads from installation drawing for ��'�I 28N order No: 211580. VERTICAL RERAN I, FOUNDATION a ANCHOR BOLT LAYOUT PLAN Factored Moment m 1470.6 PT-KIPS I'��' (NO SCALE) Factored Download m 20.6 RIPS CENTER THE CAGE IN I!'Aid" Factored Shear m 22.3 RIPS THE DRILLED PIER01111,1161 10. Reference: THOMAS D REILLY REPORT DATED 08/31/2015 I /�'I i.�� • 11. Concrete shall be placed using a tremie to the depth indicated on the i foundation drawing. liI ) 30 #4 BAR TIES, 12" OC, 2 ON TOP, 1 ON BOTTOM 12, Anchor bolts to be ASTM A615, Gr. 75 ksi. ���„ 13. Ref Soils Report for installation recommendations. 1 22 EQUAL SPACED #10 VERTICAL BARS SECTION B-8 PIER ELEVATION I 27'- 6" ow (NO SCALE) I Reinforcement Steel Schedule Total Total Rebar Rebar Bar Weight Weight BAR i 11.50" Anchor Bolt Projection i VERTICALREBAR GEOMETRY TYPe size Spacing lb/ft (lb) Qty 1 Vertical #10 EQUAL 4 3 2602 22 2 Ties 04 12^ 0 67 362 30 7ANCHORBOLTLOCATION TEMPLATE I TOTAL STEEL WEIGHT FOR COMPLETE FOUNDATION INSTALLATION m 2963# CHAMFER 1^ _ $10 REBAR LAP SPLICE TABLE A tai 1a1 SECTION C-C I Ref. ACI 318 1.1 M1 #4 Reber Rebar ODNCRETE REBAR 1. 1. PIER RERAN LAYOUT Size Grade STRENGTH OVERLAP (NO SCALE) 5N- 4^ PSI IINCHES #10 60 4000 47 #4 60 4000 ' 15 NOTES: Where vertical bars are to be spliced, splices should be Staggered. I SECTION A-A TYP GRADE 60 REBAR TIES HOOK GEOMETRY+++ ANCHOR BOLT ELEVATION 'S % Rebar ASK # 6db. ++ 4db• (NO SCALE) Size Min Length' Nominal Diameter Note: EXTREME CAPE SHOULD BE TAKEN TO ENSURE THAT ALL ___: Seismic Hook Not Reqd N/A N/A BOLTS ARE LEVEL WITH RESPECT TO EACH OTHER •db m Bar Diameter TO ENSURE ADEQUATE NUT ENGAGEMENT REBAR TIE GEOMETRY •+Refers to ACI Stirrup hook detail 6db Sin min. Rev Description Date By/Ck 11,14!5g STREET SE UNLESS OTHERNI BE NOTED Va�l'1'1fOMt MAIN75 TH(503)9363-9267 DIMENSIONS ARE IN INCHES M1CROFLECT FAX (503) 316.2040 TOLERANCES ARE, X'-X X/x•- t 1/8" By: NAR DRILLED PIER FOUNDATION LAYOUT x X/X" - :1/16' Check: NAR CUSTOMER: Elite Towers- = 1/6" Date: 09/23/15 SITE: Mattituck FD (Mattituck ANALYSIS VERSION: 1 15 S.0.#211580 SIZE - B DWG NO.8-142904 Sheet 1 of 1 _ CUSTOMER FILE. .ALL SALES FI AL - OTb . 114 .11, ,. . , `„ ^�` l� a 1, S ,READY MIX CONCRETE•'CONCRETE BLOCK•REDI ROCK RETAINING WALI 1`' o Nig, rii.t 'YdT jt•��tl�'L;:, 11343 MIDDLE ROAD,CALVER_TON,NEW YORK 11i 33•(450 Nt DISPATCH CALVERTON YARD:1$43 MIDDLE ROAD MAIN OFFICE:G31-72?-2317 'BLOCK WAINSCOTT YARD:MON1AUK HIGHWAY- FAX 631-727-62,11 . ACCT'S REG D - ,- II„I.p I:,r,•d 1.L .,ri 0 _ 0`i 32 .'00 01 L C11f'I•cFLL 1ORN©. (irdt?r 4t 8 0 1001 (j`i.E :iT DIREC i IONS , IIAIY3.•I`uc:!c ��aL•raC) (VE- WC -ON, iii: IP 1,i(iLIi?- —LE Fl ,COLLECT: ,; CHECI _ CASH ',, .' C—RAFGE CARD--•. PAID IN OFFICE DATE ; ANY CONCRETE ON THIS TICKET CONTAINS CORRECT' -TICKI . G r. WATER CONTENT FOR STRENGTH OF MIX INDICATED. ' 0+ �' I ` WE DO'NOT'ASSUME RESPONSIBILITY'FOR'STREf•1GTH - i TEST WHEN-WATER IS ADDED. _ 3 2.; 'OUANTItY " FORMULA NO.= ° D1SCRIPfION - ' - - l , j. UNIT PRICE- TO'f 1 L',0 n.0 41000- GRAVE1_ 9, .0 NIJ.N`I" P>0I'll 'f I7U!,i< ''1''U 199 v' - ' 1.110q;;0 . -,I POURED AT - `I INCH SLUMP - ,3 1-1E3 T_ . ,7_??'S ;61-..eh 'f i.rr u• 12 : 5' .. r ,,•--� - '`1 15 X - ," �t°9 V ^I Af,1D, �r,,t;.y, ACCEPTED i.?.., 4;� Io n'Ai I J. SPECIALS , ' I (..,-r��� VISIT OUR WEBSITE FOR SPECIALSG,?:).GI ' I , •www.SUrFo4i.CCFMIENT430M• '", ;N"UNLOADING TIF E pF 5 MINUTES PER YARD WILL 13E ALLOWED.AN OVERTIME CHARGE AT THER, 'T !r HOUR WILL DE ADDEt) LATE TOTAL$ , STATE 8 COUNTY - 'AFTER ARRIVAL OF'TRUC!(ON JOB SITE, THE CONCRE RENT - II EINEAGGS r, THEN BECOMES'CUSTOMERS'RESPONSIBILITY CU ;RSG GALLS WATER • DELIVERY ONLY.,IF ORDERED:I'd CROSS OVER,,CU ;S - e ADDED ON3FFE —> TRUCKS DO SO;AT,CUSTOMER'S-RISK,OF ANY ARD A - 'POUR 'FINISH - DAMAGE THAT MAY,OCCUR. •, /I . FOUR :-,I' - , •mr+)L --- Y, .••,4it- ` 1RLICK ''-i.-' ° - iRECEIV D 6Y -..=: " ,�r,� - SEE REVERSE SIDE-FOR ADDITIONAL INFORMATII A.0 `f 1 0-N Smving'ct grinding o("concre!e masonry C 4,,U Ti Q N h1AY CAUSE.SKtf(IRRITATION OR INJURY TO EYE i rrrr;y,iesua ill the release or'dus{particles which could cause CONTAINS PORTLAND EEMENT. FRESHLY MIXED CEMENT, MOR TA Irieye-or-Ease Irritsoon if proper prolective equipment is 501 CONCRETE OR GROUT MAY CAUSE SKIN IRRITATION.AVOID CON TAC apeI,The use of a NOS'I approved respimlor andtlight filling WITH SHIFT WHERE POSSIBLEAND.WASH EXPOSED SKIN AREAS PROMPT( ;les ts recommended when sawing or gnndmg oper$nons WITH WATER,IF ANY CEMENT OFt'CEMENT MIXTURES GET INTO THE EY nprogress" RINSE IMMEDIATELY AND REPEATEDLY WITH WATER AND GET PROMS • •MEDICAL ATTENTION,KEEP OUT OF REACH OF CHILDREN• . , - CUSTOM t3 11�t ASL SALES V�1111AL, �!./oli oRD- . R1EADY MIX.C©NCRETE CONCRETE BLOCK-'REDI'ROCKRETAINING WALL ;-',� r-�,. f'I 1,'i MIDDLE ROAD,CALVERTON,NEW YORK 11933.1450 •• ar..n.°. 1 <: as - • DISPATCH-. CALVERTON,YAiiD:1843 MIDDLE,ROAD' MAIN OFFICE;s37-727231,7 ; ' "D1:OCK: WAINSCDTT YARD:M_ONTAUK HIGHWAY FAX:631,-727.6211,, r'ACCT S REC QL C�t�fi Cl4l,"I, Eli.pG¢ 2:�,, a'0 ' ()1` ar ,•(?!w. - ,t��:i s -jQB-:NQ, Orden -,,..& D 1000_ P.IKE'--ST - : DIRECTIONS: ; , 111.1'TT TT Ui;It . - . ,-.041,1'-L1..�AV_E-R'r--O�'I WES_TP:I-IAi.,X:'1.--I,,El=`1 It CO , CHECK- LLECT - - CASH. - ;; CHAIFRGE'CAFlD PAI©.IN.OFFICE D - ATE=, , DEL PKUPClICECOD, ANY;CONCRETE"ONTHIS TICKETCONTAINS CORRECT -7ICKL `.I r'-- i�, , - - - WATER CONTENT FOR-STRENGTH-OF MIX INDICATED.,, - • /' WE DO-NOT ASSUME'RESPONSIBILITTYFOR•'STRENGTH:, - ,13 3. F „ ! 'TEST WHEN WATER ISVADDED: - < - - IdUaNTIT:Qr"; FOFiMULANO.: I-, • DESCRIPTION•-, ' UNI'1'.PRICC. ;TOT 1.0,5- -'10 ,�0®0 -eiR-AVr:L , L2,5 00 . - :t JJ. sy j�-- - _ IP,OUfRED'AT:•. ` ''4 IN_,CH SLUMP" " ;;U 6`" ' 1`13:..,4 �. 3 7 visit ,,AIVD i,t �t �_ACCEPTED F 7 f1 l.fchlT l �`�Al '- 1-4 'S J` - -VISIT OUR WF_BSITE FOR SPECIALS_ - ' ' ':11..°7-45'I. - • A-{i 4 '. _ WWW.SUFFOLIcCEmENTCOW -- - IN'UNLOADING TIME©F 5 MINUTES PER YhRD-WILL:8E-ALLO,WFD,AN OVERTIME CUAE�GE:AT THE-R ? HOUR-WILL BE ADdk[7.LATE TOTAL$ • STATE&COUNTY'' AFTER ARRIVAL OF_TRUCK'ON+JO6;-SITE,-"(HE.CONCRE MENT,` , - -,,i-FINEAGGS.- - V ; 9 THEN BECOMES,CUSTOMERS-RESPONSIBILITY CU ARSE 2 GALLs.tvaTER GS'' _ - • -�L..GALLS WfJSITE • DELIVERY ONLY. IP ORDERED TO CROSS.;OVER CU P� FiNiSH . ,•:...,TRUCKS-OQ"SO AT'CUSTOMER'S RI K•OF,ANY AND r _ OU„ . • :,• .. DAMAOE_THAT-, .,OCCUR- - _ - .- , . fFCEIVED�f3Y`" ,-- ., - - - EE-REVERSESIDEFORADDITIONALINFORMATI a eTlt In ISI a f�eI asa o�dr sor L{:artt es which c uld cause, CONTAINS POR LA D'CEi,1b IrT FRESHLY MIXED ICEMENT, TORTA or eye'or nose.Irnlalien II proper proIecIiya equlpn}ent,is not".CONCRETE,'OR'GROUT MAY CAUSE SKIN IRRITATION,AVOID CONTA) lace,The nue i I a`NIOSH opproved respirator rind'ii55hp 141145 `WITH-SKIN WHERE'POSSINLE AND WASH.EXPOSEDrSKIN AREAS"PROMPT gles Is recommendedMrsAvdn j or_grmdinq operations,"WITH-WATER;IF ANY CEMENT OR CEMENT_MIXTURES'GET INTO THE EY in'pregress RINSE IMMEDIATELY AND,REPEATEDLY WLTH'WATER AND GET' PdEDICALATTEWT1ON.NEEPOUFOFREACHOFCt11LDREN' PR0171 I ' CUSTC MI FULJ ' AU.S ES-FII!!l11L ' -f f -' 1 READY MIX CONCRETE,•CONCfICTI LLO,IC•REDI ROCK RETAINING WAL �' ry • - 1843.MIDDLE ROAD,CALVERT QN.NEW YORK 11933-]_450 : lni" a©d ikes.11 •. '- , DISPNrCH - CALVERTON.YARD;1843 MIDDLE ROAD MAIN OFFICE;G3I.727-2317 BLOCK WAINSCO"rr.YARD:MONTAUK HIGHWAY FAX:631,727.6211- ACCTSHEC S ,.COD _ . ,. S,hipp'e-c{ ',32 ;,Po 0 :-? otoo 0 : :CL COI CEt ,.: JOONO. ' Ordet'' i• -8, , -. 'D"10,00 _RI Kg: ,,.i_ - -,DIRECTIONS:`. - 'Ill f;TT I T U C'K- 1 - •'D'O lli �'1 E.' ii,'`IY' ',tt lv_ 4,,i_Es:T�l'NAL L tf i 71.El-,i-.. ;`COLLECT: ' -C1 -- Ct�St•1 - - , ,. .CFI/�I�GEC:ARD' PAID IN OFTICI DATE 'DEL. PKUP,^,HGE C:OD- ANY CONCRETE ON THIS-TICKET CONTAINS CORRECT'° _,TICK ' -WATER-CONTENT,FOR STRENGTH.OF MIX-INDICATED. - 1 0/26/.1:13',, ' - ' -' .-',.'',:-.= -WE.DO NOT-ASSUME RESPONSIBILITY FOR-STRENGTH- - 53:1 - - ,TEST WHEN WATER IS-ADDED. _ QUANTITY FORMULA N6.-- DESCRi'PTION I UNIT PRICE 'TO' - .o 4l -' ' '4m poo-- ,• , , : 7.-28s00 -- h`' fir --A--...-.4.-',•-• • l':`- - _ ' PQUR ©:AT - .,fd:• INCH-;SLUMP =1;11j--f-z$ ,r. �4 ,1 L1 S.FIi1 - D a't C h r,.,-1.m e- a.$i 51� - 1454' AND ^( ti yJ_ACCEPTED , - 7 E'L AV 1' „ 1. VISIT.OUR wF 3s1TE FOR SPEC►t1LS TO"r fir L 5 �; 'W.VJW.SUFFObKCEMENi C©M,,, ; AN UNLOADING TIME OFi MINUTES PER YARD•WILL-3E ALLOWED„AN OVERTIME CHARGE:AT`flig I ' OF L ”•_ NpU11�WILL'''6E ADDEDrLATII TOTAL$ .-LL - STATE&COUNTY ,§ , - - l,-AFTER'ARRIVAI:OF'-.TRUCK ON,JOB SITE,-,THE'CONCF WENTp EINEAGGS, n,-t ,THEN BECOMES;OU,STOMERS;RESPONSIBILITY-C' ' °ARSE , , - -GALLS WATER-- - DELIVERY dNI:Y.=fF-ORDERED'TO,CAO,SS-OVER C 306 -_ - AODED_JWSITE_ ` "` -TRUCKS.DO OD AT C,USTOMER_'S.;RISK.-OF ANY AND IN IPOUR FINISH - -_ DAMAGE THAT-MAY--OCCUR,. ' D6 fl! - — , POUR' • 0,,ERx t` `'„r` ..H. - '1. ,F., x-. . . .• -: ,RECEIVEDBY . '1.Rik ::1'... ',--•-',” ', ,. _ SEE REVERSE SIDE FOR'ADDITIONAL INFORIvIA +''pt U T I 0`,N Sawing Grgrinding el excrete masonry C A-U T 1-01\1 MAY,CAUSE SKIN.IRRITATIOM OR`INJURY TO,E' tits may result WI me-reionse of dual portldes which could+:ause-' CONTAINS-PORTLAND,CEMENT,,FRESHLY'MIXED CEMENT;MOR1 nor eye dr-nose irrilatton,d_proper pr©tecIuvo-equlpmenl 1s not.- CONCRETE'OR GROUT MAY CAUSE SKIN IRRP{ATION,AVOIO-CON7 'place.--The use o1 a NIOSH approved restllralor and'llflht litling WITH SKIN_WHERE POSSIELE`AND WASH EXPOSEPPSKIN AREAS`PROMF ggles Is recommended when Sawing,or Crhrding-operations WITH LVATER.:IF'ANY.CEMENT OR CEMENT MIXTURES GET INTO;THE I Y iprcrrlress RINSE IMMEDIATELY AND REPEATEDLY WITH.WATER AND GET PRO! _ ` -tA,EOICALATTENTION,KEEP.OUT OF-REACH OF CHILDREN-' , ALL ISLAND TESTING ASSOC. INC. 75B Pine Aire Drive Bayshore NY 11706 Office 631.273.5717 - Fax 631.273.2457 Client: ComCell 1457 Montauk Highway East Patchogue,NY 11772 Date Cast:October 20,2014 Project: 1000 Pike Street,Mattituck Date Del:10/21/15 _ Contractor: Concrete Supplier:Suffolk Class Concrete: 4000 Yards Inspected: 32 #cyls:4 Brand or Source Batch Wts/cu.yd Cement Plant Man: Fine Agg Time: C.Agg Field Man:J.Prestigiacomo Water(gal) Time:8-430PM Admixtures GRADATION Passing 1.5" 1" /" Vz' 3/8" Ve #4 #8 #16 #30 #50 #100 F.M Moisture' Fine , Course Location of Concrete Placement: Cell Phone tower Base NOTE:*-Marginal;There is a Possibility That The Cylinders Will NOT Reach Supplied Strength. Reinforcing Steel Inspection: Cyl I.D 6x12 Slump Air Content ' Temp Lbs/cu.ft 7 Days 14 Days 28 Days Type of Break 1 A 5.0 5.0% 65° 2794* C 3915 p 4418 E 4340 ' • C.0 'esp- a , emitted, Fi la .' N 1 e .I 0 , .• I _ , , h i ill , . , , - , w .. :!i ri' - - f — '"�' 011111010 f e ...,, . ..._._ f ,. , ,...vt_' i ' F , is - � �• -r _ ,: ':, .. -111118111k ti ..- ti - _'�§+ "+fiil-.-[ a _. ! t m. + -' Illi, le ..r " a'w........yam.' _ _ f r I p: . .: _sue'^ ://' .� ,g 7-7• t ° , :,-.. t . , w, �7 a 4 � .. wY y {, t = ' . 'f x u �: - I. A • M , „ „. i , . 'y'.m 'T'µ a. . T. ori , 1166 f, vi liwit S .• li j , - -it",-1r- iiilitt'illiii.... , , ,,.... , 4:,-4-t.1.."."--..--: 14.A"''''''''••: ; ' ••', . .:. I ' -- — 11 ' 1 ,: :V.....4.4t: t i_ A l 1I f( ,r 1IiIi II IIRi,� 1I "r ;ti:.;ak, r Ai„" �.' iia i d .. ' - ' ' • i : i itt , ,, 1. \, „ I511 . :...II:4k.'':,,....: Y 4a F •ey .,..2.•,;%2L• ,•.- 0i : � ka�P It;,, -/,,,, ',/,.-",„: .A-,:t... --4,,,,-,,.:-:-..4:',.:','!,'.. civ ''. - \ , .r, " , ::„. ;'-'::,!.',,,I.w,...,1 Ilk:yr:::,:.,'it#1.„!'•' '..,'4:',Iit:.1 -.e. :' Allikt:i.....k.\1(''i Is..1 '' ' 'I' 1 I I 1, r'*, -: -...„._,..„ . -.1•..c. ,-.,.4.. 11, ,L,.- -r-ir-- -,. - � :I., 1 .,.__, . :.-.1,,..1.!:,!,,,6,.r...:....;14..% il::::' 4.1....1.: :, "L'-.'r.....4.,.Y , . ..... _ . i -. .. 004 . . , I F ' -— +y ` 7l� .I _ , , . _ _. a .. . _ _ _ ._ . ._ ,....., , , , _ . . . , ii _ i p ,,,,.. .,, , , ,, ,,.. , ? ,, v _ :., . .... „,..... . ,.. . • .. 4 . it ..c.__ _..� -. 4 41110.61111r' Il r..),, . ,, _ IX 0 .„. 1.' •111:.. r_i .11' .:.1111 I, ":'• -..''',11 11 _......jair.. '',t•lk 40,41, — iii C w .„ - .. aW�x7' ` ...:. lilt.,, . - — li‘--1";,',... : " a v. .,, .,., iitt, , .. ... . r .. . _ -5.- - • _ yam-` �/^_ . - . .. .. t „_... ..v...... y • ....4„!..,..-„,..40,,...... t,-,-...... , .,.,.,- . 4,0i;,...z44 F:,.. r . p..,„ R •f r q t' .c _;, ems.. y . . .. i k 111111, to guillPilla Oil' k • ,..?,..: . , „,... ,.. 4 _ ... . _ .,.. , . , ...,.., . _ iblios .: -. 7. �' t , - - ils _ _ - fid( k ,. ism._s ,, .. , 1•`r.),M . , ., _ 60_ - ` € f 1[.. , •__ ,,,,,,,:,::••,;,,,,. - . • • • , ., . _, 7 ,..: . . . ..:._ _ .._ __ .,__ .,. _._. _ ... _ _ , Ellq w a w — '' - ^411,,410, _. .--...- - . a-— 1 . 11. 4 ...A- • ' I -' y • ,. 0. . .. .... _ • _. ,. ... . ' .. ,_, • •' . ' 4 -. . '. .........,6 - ' . ‘ • ' a. - .• i . . ' - ,.... I --.. 4.... I ''' 4...ii ii 1 . r , ,. . •- •- , - t. Istill - . ._ • t. • ' -• , ,.. .'11. ..1" , . t ..... ..._ _ „... . ..v 0 ,....0 ,... . "00 ./ .,, ....._..., „II . . : c . , ,. .... , .. , e .0 Wp ; -- 'le ''''' '.. ' 0 •••i r 44- "4:4,40 - r., -- . --Ow; ' *. w a•,,, f,.,' 1.4. 14 14. .fr V ' ' , ' --et ,...„.. v.4,, A ' • _ ,,v• 4 : . .,,,„. ' ;711.10 . . ...... -. , *0, Atir ' .. . . * -- - ',.;,..,•- •-•:''''''. 'iris" ,,, S. . . .. 4-' v „ . . t ' „.. 0 —--.---....- '''71.„..,',„•&w.-z.;,..„.- , • • „„ .. . , . • „--. . . • f '''r„.t;•• *-7-1e;:litr 0 '.°44;*;L:''''';'."0.-' ' ' '• ' •-4 - - . ..... . . . , , • - • •....-•'..”'':' .7.1-'•'- '.•ii .411i''. :,,s;,,,,,"::tA:i;;•wr iffistil-,, 41is,&'•::::-'''s_., .:'- at.e- .:6 .:;., ,--e . '• . ,. - , , • ,:-7_4. r,i, _;,•7--1.. --..-.I:• • ;1,-,..., e_.,- -...• r'74471ii.". •otr,te.),.,-...--,V, :"...4••' -:.,,:- .Z01,41W. , '*". i!. . - • '- --',.. • - '' -.,.- .- , , , LI % re i. I 1111 t Y.. T � -y d...• x'1..44.• �`�y '''':-,'..-,iii:' y �'"�'� +.+*P"�y,�, *- 4 I , , . --NI i i 4 1 ' ' 11 yam , i + • i` t , ? t v k '�, .mow .r ._. , p ti r tv r • 4 • FIELD INSPE�ON RE'ORT DAT COIvIl12E,NTS • v- 'Ot DA.tXON(1ST) , , - .. . a ' • . . . " ' cl . . . . , . ..M..•.-..a.. r & . • CZ • FOUNDATION(ZNb) • . g CA `fig ROUGH FRAMING.& _ y PLUMBING -- . , - . • • • INSULATION PER N.Y. H ' STATE ENERGY COI E -' • 7 .! I '..1 . . . • , XI:, • air ' :,e11/2(ve;",t2 (----)"4-- „6,,,,,;-,-- --it---4est-Al FINAL 03 0 e o. !_;,'�- �- � ` _� . ,. • t • rot, L .... ...„,_. _ • .., -. zi _......_ . . . . . mil _ rte.--- f '� , , %I ' I ° ;, Sd' L'c F' , C . . ,_,__T u r l . rn . r V /. - ./A1111111111111111 • • 1„ tf • • • • k I i TOWN OF SOUTHOLD BUILDING PERMIT APPIr,ICATION CHECKLIST BUILDING DEIART LENT •Do you have or need the following,before**plying? TOWN HALL Board`of Health e SOUTHOLD,NY 11971 4 sets of Building Plans TEL;I(631) 765-1802 , I Planning Board approval FAX: (631) 765-9502 ! . Survey 1SoutholdTown.NorthFork.net PERMIT NO. /dp,__ Check Septic Form % N.Y.S.D.E.C. Trustees ' Flood Permit Examined ,20 j Storm-Water Assessment Form • 2 / , • Contact: Attorney for Applicant; Approved' ,20 ( Mail to: Re,Nielsen,Huber&Coughlin,LLP . . • -r: Disapproved a/c/eV/j 36 N.New York Ave.,Huntington,NY 11743 !`°(.y, t4 4e) 0,t+-vwk. Phone: 631-425-4100 Expiration ,20 � r� L, ] s --t-, Building spector - DL, J -, J l'/ I 1 CATION FOR BUILDING PERMIT SEP 2 6 2014 Date , 20 INSTRUCTIONS Qi DG DEPT TOWN OF SOUTHOLD a. This-applicatioirMUST15mpletely filled in b• typewriter or In-ink and-submitted to the Building Inspector!with 4 sets of plans, accurate plot plan to scale.Fee according to shedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. i c. The work covered by this application may not bel 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 oi-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 perations 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. Mattituck Fire District • (Signature of applicant or name,if a corporation) P.O.Box 666,Pike Street,Mattituck,NY 11952 ' (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general`contractor, electrician,plumber or builder Owner Name of owner of premises Mattituck Fire District (As on the tax roll or latest deed) If applicant is : orp•• ation, signature of duly authorized officer By: {,, `..— . I (Name . . itle of corporate officer) Builders,License No. Plumbers License No. Electricians License No.- - )ther Trade's License No. Location of land on which proposed work will be done: 1000 Pike Street Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 140 R 1.1091W .A YJti`h3 Lit 11.1 a�/t 3 TAu-:Jls9ifh Yat iSJf� Lot Subdivision Fi ed lc1\a�b' d:,bt rV �,j _ ytnuo3 ) Out ni boitifou® „-©S .SS ylul,astigx3 noinimmo3 +,M 2. State existifig use and occupancy of premises and intended use and occupncy-,-rproposed construction: , ' ' a. Existing use and occupancy , Fire District/Department use,including communications facility • `i b. Intended use and occupancy Same as above with upgraded communications facility 3. Nature of work(check which applicable):New Building ` .•'• .: `-` ' Addition Alteration • , - ' Repair Removal_ , - , Demolition Other Work Replace existing wooden pole with proposed 120'communications unipole'and install antennas thereon,all as depicted in the plans (Description) 4. Estbmdted(;ostw'th. ��01�.6D Fee (To be paid on filing this application) 5. If dwelling,number of dwelling uriitsS n/a - - Number of dwelling units on each floor If garage; number of cars Fire District/Department 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.coSe unicat ons facility 7. Dimensions of existing structures, if any:Front I g 5 "a" .Rear i BG a Depth Height -N '1 Number of Stories *Existingi1j.1 woodei4ole , Dimensions of same structure with alterations or additions: Front Rear Depth Height , , , / t ,. Number of.Stories * pth ' ' 8. Dimensions of entire new construction: Front *pr Height Number of Stories osed 120'communications unipole p DeDe .o Rear 9. Size of lot: Front -.1(16.75 ft, ,Rear Q263.5Rft Depth , _ib99_i ft • 10. Date of Purchase Name of Former Owner , 11. Zone or use district in which premises are situated ? B-;Hamlet Business , 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be'removed from premises?YES NO. PO Box 6'66 , 14.Names of Owner of premises Mattituck Fife District Address Mattituck,NY 11952 ` Phone No: 631-298-8833. . Name of Architect Address ' Phone No' Name ofCContractor ' , Address, - Phone No. - 15 a. Is this property within 100 feet of a•tidal-wetland or a freshwater:wetland?-*YES, , NO .X. 1 - -; * IF YES, SOUTHOLD TOWN'TRUSTEESr&D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES= -‘ NO px.' , * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with}accurate foundation plan and distances to property lines. ' 17. If elevation at any point-ori 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 X * IF YES,PROVIDE A COPY. .:: _ STATE OF NEW YORK) SS: COUNTY OFSu�-4611) • ` Jp\t•N(‘ C. n.zOC being duly sworn,deposes and says that,(4he,is,the applicant (Name of individual signing contract)above named, • ` ` - , 1$)He is the aec_ -c -��t�or � .. FC-rmtr ,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;- . that all statements contained in this application are true to the best of his knowledgeand belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this • aOrd : day of NO my 20 13 •- talk' e District '' /�^ By: 'S'ig'n , l EMILY A. WILSON Si ature of Applicant&-ljNotary Public b'n • pp NOTARY PUBLIC=STATE,OF NEW YO,' - No. 01 WI62d6377 L ' ' . Qualified In Suffolk bounty My Commission Expires July 22. 20f1 7 , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Mt Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. — Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined A ,20 Storm-Water Assessment Form • 2j Contact: Attorney for Applicant: Approved ,20 Mail to: Re,Nielsen,Huber&Coughlin,LLP disapproved a/c/OA/A(44 e 36 N.New York Ave.,Huntington,NY 11743 /c1)-4/ 4?) 0-0,-(A-: Phone: 631-425-4100 ;xpiration /! ,20 E _ E m Building spector A°P CATION FOR BUILDING PERMIT SEP 26 2014 Date , 20 INSTRUCTIONS BLDG DEPT TOWN OF SOUTHOLD a.T-his-applicattoirMUST-be comp ete y filled in by typewriter or in ink and submitted to the Building Inspector with 4 ets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit ;hall 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 )roperty have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an tddition 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 3uilding Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Zegulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The tpplicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit tuthorized inspectors on premises and in building for necessary inspections. Mattituck Fire District (Signature of applicant or name,if a corporation) P.O.Box 666,Pike Street,Mattituck,NY 11952 (Mailing address of applicant) tate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Owner -dame of owner of premises Mattituck Fire District (As on the tax roll or latest deed) applicant isorpation, si ature of duly authorized officer (Name .'.. itle of corporate officer) •-Z 'uilders License No. lumbers License No. lectricians License No. ther Trade's License No. Location of land on which proposed work will be done: 1000 Pike Street Mattituck House Number Street Hamlet 49U�: SW .P: 'lJfPh3 County Tax Map No. 1000 Section 140 F eW3C.1,31AU-341$1.14,.? � 'OAK)!!!tLot 11.1 Subdivision yc"am — v . a11011.1L£attisout' DS ,SS ,;:iL aeuttai noteNribr ,NI 1 , 2. State existing use and occupancy of premises and intended use and occupncy„if proposed construction:.. a. Existing use and occupancy Fire District/Department use, including communications facility b. Intended use and occupancy Same as above with upgraded communications facility • 3. Nature of work(check which applicable):New Building OthAddition er Work Replace existing Alterationwooden pole with Repair Removal Demolition proposed 120'communications unipole and install antennas thereon,all as depicted in the plans (Description) submitted herewith• Fee 4. Estima aLost 130 6b�®62) (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 • Fire District/Department 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use..ommunse, udi nss facility • 7. Dimensions of existing structures, if any:*Front 16'3 ia'� Rear (' 6 a Depth Height NW 'I Number of Stories *Existing V1,5)wooden pole Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories * pth 8. Dimensions of entire new construction: Front *prop Rear osed 120'communications unipole De Height Number of Stories Rear 8263.Wt. Depth ; 1,9q_1 ft 9. Size of lot: Front ��;� 75ft ._ 10. Date of Purchase Name of Former Owner 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 X Will excess fill be removed from premises?YES NO PO Box 666 14.Names of Owner of premises Mattituck Fire District Address Mattituck,NY 11952 Phone No. 631-298-8833 Name of Architect Address Phone No Name of Contractor Address Phone No. 115 a. Is this property within 100 feet of a tidal wetland or a freshwater.wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. • 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: - COUNTY OFSiakteat) .50\rrd1 C. Oraita%oin being duly sworn,deposes and says that(S5he is the applicant (Name of individual signing contract)above named, - ,S)He is the Sec.°f-c— (Cantr , ;Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this (9.0nd day of NODI 20 13Mattit a District `.rogi.Notary Public EMILY A. WILSON Signature of Applicant NOTARY PUBLIC-STATE OF NEW YO No. 01W16286377 Qualified in Suffolk County My Commission Expires July 22, 20.11 FOR INTERNAL USE ONLY � T ; till T' SITE PLAN USE DETERMINAT1O k 1 OCT 0 7 AT -r: Town PlanningSouthold BaarTotl Initial Determination /� '� . Date Sent._•__ pate:�_� e! e/1` 0_17,1 Project Name: /r_ .:' . ,_��''ar If Project Address: / ' ' i ``"`_Ai n_ � _��Zoning District: Suffolk County Tax Map No.:1000-� ---- Request: ,# r' - ,"-t., __=r / (Note: Copy of Building Permit Application and supporting documentation as to . ./Ptea.01) proposed use or uses should be submitted.) / �B - Initial Determination as to whether use is permed: e A. ' ��-1 --- i�`'� '/1` -1 .�-p• ' - c , ' ," r Initial Determination as to whether site plan is required: - U Signature of Building ln' pec or 1 BI DG DEPT Planning Department (P.D.) Referral: li'v,��ur UU nu.. 7 bate of Comment: �_ Z-�---� P.D.Date Received:=--- - Co ments: • 'unit t ,L.►$(I -t 0 i_. � �'f` o. , e �dl ��I�11_ < i ° /Ai� 'e� elri ( . C cit Lib _ << - - filoM ignIMIWienT4 . / / low - --"'` - - Staff Reviewer Signature of planning C47. • • Final Determine ion Date: / Decision: -- 1.".....,,,fnr TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 22, 2014 TO: John Harrison for Mattituck Fire District P 0 Box 666 Mattituck,NY 11952 Please take notice that your application dated September 26, 2014 For permit for construction of a wireless facility at Location of property: 1000 Pike Street, Mattituck,NY County Tax Map No. 1000- Section 140 Block3 Lot 11.1 Is returned herewith and disapproved on the following grounds: The proposed use on this parcel in the HB Zone is permitted pursuant to Special Exception and Site Plan review by the Planning Board. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. /���,, ®� SON MAILING ADDRESS: PLANNING BOARD MEMBERS .101_,‘14,0 1/ 4 j;5 P.O.Box 1179 DONALD J.WILCENSKI ��� �� `w, l® Southold,NY 11971 Chair yINC OFFICE LOCATION: WILLIAM J.CREMERS #t., @ 1i Town Hall Annex PIERCE RAFFERTY �®•�� 54375 State Route 25 JAMES H.RICH III � �� •, (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR oU( , ��� Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD i (q n (L 1 �(7 fL, I � , L) I August 4, 2015 • IA AUG _ 6 2015 John Coughlin, Esq. j i 9`oc`rF�r Or 10 do Re, Nielsen, Huber & Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 Re: Approval: Proposed Site Plan for Mattituck Fire District (MFD) Communications Facility 1000 Pike Street, on the s/w corner of Pike Street &Wickham Avenue, Mattituck SCTM#1000-140-3-11.1 Zoning District: Hamlet Business — HB Dear Mr. Coughlin: The following resolutions were adopted at a meeting of the Southold Town Planning Board on August 3, 2015: WHEREAS, this proposed wireless communications Site Plan is to replace an existing ±84' communications tower with a 120' antenna support structure/tower with associated equipment and a generator to be mounted on the roof of the existing firehouse. There are ±14,370 sq. ft. of existing buildings including the main fire house and associated accessory structures, all on 1.38 acres in the Hamlet Business Zoning District, Mattituck; and WHEREAS, the agent to the applicant, John Coughlin, Esq., submitted applications for Site Plan review and Special Exception review on January 21, 2015; and WHEREAS, on February 9, 2015, the Planning Board found the application incomplete for review with revisions to be made and further information to be submitted; and WHEREAS, on February 10, 2015, pursuant to §280-74A(4) of the Town Code, the Planning Board entered into a Letter of Agreement with CityScape Consultants, Inc. to assist the Board in reviewing and evaluating the proposed wireless application; and WHEREAS, on February 23, 2015, the agent to the applicant, John Coughlin, Esq., submitted a portion of the information requested; and MFD Telecommunications Page 12 August 4, 2015 WHEREAS, on March 9, 2015, the Planning Board received a report from CityScape Consultants outlining concerns with the Lease Agreement; and WHEREAS, on April 22, 2015, the agent to the applicant, John Coughlin, Esq., submitted the remainder of the information requested including a revised Lease Agreement; and WHEREAS, on May 5, 2015, Elite Towers submitted a letter to the Planning Board agreeing to the construction of the proposed monopole within six (6) months of receiving Building Permits; and WHEREAS, on May 18, 2015, the Planning Board formally accepted the application as complete for review; and WHEREAS, on May 21, 2015, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on May 21, 2015, the Southold Town Planning Board, pursuant to §617.6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR Lead Agency coordination process for this Unlisted Action; and WHEREAS, on May 24, 2015, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on June 1, 2015, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on June 1, 2015, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act §617.6, established itself as Lead Agency for this Unlisted Action; and WHEREAS, on June 1, 2015, a public hearing was held and closed by the Planning Board for the above-referenced Site Plan; and WHEREAS, on June 17, 2015, the Southold Town Engineer reviewed the above- referenced application and determined the project meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on June 18, 2015, the Architectural Review Committee (ARC) reviewed the proposed project and approved the design as submitted; and WHEREAS, on June 30, 2015, the Mattituck Fire District determined there was adequate fire protection and emergency access for the site; and MFD Telecommunications Page 13 August 4, 2015 WHEREAS, on July 1, 2015, the Town of Southold LWRP Coordinator reviewed the above-referenced project and recommended that the proposed project be found consistent with Southold Town LWRP Policies; and WHEREAS, on July 6, 2015, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, at a Work Session held on July 6, 2015, the Planning Board reviewed the report issued by CityScape Consultants and determined the requirement of nine (9) conditions; and WHEREAS, at a Work Session held on July 6, 2015, the Planning Board reviewed the recommendation to waive §280-701(2) for the maximum height of 80 feet in this Hamlet Business (commercial) Zone. They found that the overall height of the proposed tower of 120' with potential future co-locations would achieve the result of improved emergency communications for the MFD and fewer antenna support structures in the immediate area of this commercial zone; and WHEREAS, at a Work Session held on July 6, 2015, the Planning Board reviewed the request to waive §280-701(3) for the minimum distance of all wireless equipment to adjacent residential property lines. They found that the proposed ground equipment is contained on the roof of the existing fire department and the proposed tower has been certified to be constructed with a smaller fall zone; and WHEREAS, at a Work Session held on July 6, 2015, the Planning Board reviewed the request to waive §280-70N(4) for base equipment and shelter landscaping. They found that the proposed ground is contained on the roof of the existing fire department which accomplishes the goal of concealing the base equipment shelter from other properties and roads; and WHEREAS, at a Work Session held on July 6, 2015, the Planning Board found that all applicable requirements of the Site Plan Regulations Article XXIV, §280 —Site Plan Approval of the Town of Southold have been met; and WHEREAS, on July 22, 2015, revised Site Plans showing the nine (9) conditions were submitted by the agent to the applicant, John Coughlin, Esq., and reviewed by CityScape and the Planning Board and accepted; and WHEREAS, on July 27, 2015, the Southold Town Chief Building Inspector reviewed and certified the proposed Wireless Communications Facility as a permitted use in the Hamlet Business Zoning District; and WHEREAS, at their public meeting on August 3, 2015, the Planning Board granted approval to the Special Exception Application for this site; be it therefore RESOLVED, that the Southold Town Planning Board hereby waives §280-701(2) of the Town Code for the maximum height of 80 feet in this Hamlet Business Zone as described above; and be it further r MFD Telecommunications Page 14 August 4, 2015 RESOLVED, that the Southold Town Planning Board waives §280-701(3) for the minimum distance of all wireless equipment to adjacent residential property lines as described above; and be it further RESOLVED, that the Southold Town Planning Board waives §280-70N(4) for base equipment and shelter landscaping as described above; and be it further RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval with Nine (9) Conditions to the Site Plan entitled "Mattituck 1000 Pike Street", prepared by Gary Musciano, RA, on March 14, 2013, last revised on May 20, 2015, and authorizes the Chairman to endorse the Site Plan, including the following five plans: 1. Z-1 Title Sheet 2. Z-2 Site Plan 3. Z-3 Compound Plan 4. Z-4 Elevations 5. Z-5 Vicinity Map & Radius Map Conditions: 1. Elite Towers shall begin construction within six (6) months of receipt of all Building Permits and completion including the installation of the Fire District's antennas, feed lines and mounting brackets up to operational condition; 2. Should three (3) months pass following the date of issuance of all Building Permits and there has been no construction, Elite Towers will update the Fire District with an updated schedule and reassure the construction will begin prior to the six (6) month period; 3. Elite Towers shall make best efforts to protect the wireless communications frequencies utilized by the Fire District and will not deny the Fire District the ability to expand to additional frequencies as either mandated by law or by need of the Fire District; 4. Elite Towers has stated that a Wireless Personal Service Provider, more specifically, Verizon Wireless, shall occupy the top (canister) position on the tower. Furthermore, Elite Towers shall inform all parties that the top positions will be whip-type antennas operated by the Mattituck Fire District and installed at the top most position, better defined as the top of the tower's steel structure which is assumed to be one hundred twenty (120) feet above ground level; 5. All feed lines for antennas mounted above the forty-five (45) foot level shall be concealed within the tower proper. Elevations below forty-five (45) feet may be installed on the outside of the tower; MFD Telecommunications Page 15 August 4, 2015 6. Elite Towers shall remove the existing tower and return the area around the former site to standard expectations; 7. All feed line and antenna access ports shall be reasonably sealed to prevent inhabitation by birds and any other wildlife; 8. Elite Towers shall assure the noise output of the emergency power generator shall comply with the Town's Noise Requirements which are as low as 45dB at certain times and that any testing of the generator shall be between the hours of 9:00 a.m. until 4:00 p.m., Monday through Friday. 9. Elite Towers shall adhere to the Fire District's antenna allocations as represented on Figure 3 in the approved plans, unless the FD proposes a change. Please note the following requirements in the Southold Town Code relating to Site Plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, ,e-6;,.4014(.301:1 Donald J. Wilcenski Chairman MFD Telecommunications Page j 6 August 4, 2015 Encl. cc: Building Dept. with map Town Engineer with map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: r c, Lv') , Applicant/Agent Signature: ♦ Date: O 4 MAILING ADDRESS: PLANNING BOARD MEMBERS S®Uijy® P.O.Box 1179 DONALD J.WILCENSKI to 4%. ' ® Southold,NY 11971 Chair 21.1 * , OFFICE LOCATION: WILLIAM J.CREMERS G Q � Town Hall Annex PIERCE RAFFERTY ) _� ;, . �� 54375 State Route 25 JAMES H.RICH III �`o(it `^(��� ��� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR .C®UIY 1►,�II, Southold,NY S Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 4, 2015 John Coughlin, Esq. do Re, Nielsen, Huber & Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 Re: Approval: Special Exception for Mattituck Fire District Communications Facility Located at 1000 Pike Street, on the s/w corner of Pike Street &Wickham Avenue, Mattituck SCTM#1000-140-3-11.1 Zoning District: Hamlet Business — HB Dear Mr. Coughlin: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, August 3, 2015: WHEREAS, applications for a Special Exception & Site Plan Approval for a Wireless Communications Facility were accepted for review on May 18, 2015, including a Site Plan prepared by Gary Musciano, RA, on March 14, 2013; and WHEREAS, the Southold Town Planning Board reviewed the above-referenced request for a Special Exception for a Wireless Communications Site Plan to replace an existing ±84' communications tower with a 120' antenna support structure/tower with associated equipment and a generator to be mounted on the roof of the existing firehouse. There are ±14,370 sq. ft. of existing buildings including the main fire house and associated accessory structures, all on 1.38 acres in the Hamlet Business Zoning District, Mattituck; and WHEREAS, on June 1, 2015, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act §617.6, established itself as Lead Agency for this Unlisted Action; and WHEREAS, on June 1, 2015, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR Lead Agency coordination process for this Unlisted Action; and r MFD Telecommunications Page 12 August 4, 2015 WHEREAS, the submission by the applicant has been reviewed and corroborated with an independent Radio Frequency Engineer retained by the Town to assist in the review process; and WHEREAS, on June 1, 2015, a public hearing was held and closed; and WHEREAS, on July 6, 2015, the General Requirements in §280-70 were met; and WHEREAS, on July 6, 2015, the Southold Town Planning Board made a determination that the applicant has satisfied the requirements for a Special Exception pursuant to Town Code Section 280-142 and the additional standards for a Special Exception in Town Code Section 280-73B as detailed in the Staff Report dated July 6, 2015; and WHEREAS, on July 6, 2015, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on July 27, 2015, the Southold Town Building Inspector reviewed the plan and certified that the proposed Wireless Communication Facility is a permitted use in the Hamlet Business Zoning District; be it therefore RESOLVED, that the Southold Town Planning Board hereby finds and determines that the standards for Special Exception Approval have been met; and be it further RESOLVED, that after deliberation of the application and consideration of the above factors, the Southold Town Planning Board grants a Special Exception for the Wireless Communications Facility as shown in the Site Plan Application for "Mattituck 1000 Pike Street", prepared by Gary Musciano, RA on March 14, 2013, last revised on May 20, 2015. Please also note the following requirements in the Southold Town Code relating to Special Exceptions: 1. Any Special Exception Approval granted under this article shall have a term of five years, commencing from the granting of the Special Exception, which may be extended for an additional five-year term upon application to the Planning Board. 2. On a renewal application, the applicant shall demonstrate that the wireless communication facility is in compliance with all applicable laws, rules and regulations and with all of the conditions of the Special Exception Approval and Site Plan, that the facility is necessary to provide adequate service, and that there is no reasonable alternative available to the owner which will provide adequate service without the continuing use of the facility. 3. Subsequent Special Exception renewals shall be subject to review by the Planning Board and subject to such standards that shall be included in the Town Code at that point in time. MFD Telecommunications Page 13 August 4, 2015 If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, c:pcarj_ Donald J. Wilcenski Chairman Encl. cc: Town Engineer Building Dept. • OFFICE LOCATION: MAILING ADDRES . Town Hall Annex0° � O��y_ S P.O.Box 1179 54375 State Route 25 of � Ol Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) __ Southold,NY -� 4gp ~ ` -Tele hone: 631 765-1938 �---- --- — � �- - co www.southoldtownny.gov • • • PLANNING BOARD OFFICE L; << IJ 11'/ TOWN OF SOUTHOLD i DEC 14 2015 ,I� , December 8, 2015 f �' R!DG DEBT 'j I fey.,. ' Q,nL John Coughlin, Esq. 36 North New York Avenue Huntington, NY 11743 Re: Approval - Amended Site Plan for Verizon Wireless @ Mattituck Fire District 1000 Pike St., s/w corner of Wickham Ave. and Pike St., Mattituck SCTM#1000-140-3-11.1 Zoning District: Hamlet Business - HB Dear Mr. Coughlin: " The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, December 7, 2015: WHEREAS, this Amended Wireless Communications Application is for a proposed Verizon Wireless co-location of an interior mounted antenna within the concealment cylinder between 110' and 120' above ground level of the approved 120' antenna support structure/tower with associated equipment and a generator to be mounted on the roof of the existing firehouse. There are ±14,370 sq. ft. of existing buildings including the main fire house and associated accessory structures, all on 1.38 acres in the Hamlet Business Zoning District, Mattituck; and WHEREAS, on October 2, 2015, John Coughlin, Esq., agent, submitted a Site Plan Application for review; and WHEREAS, on October 19, 2015, the Planning Board found the application incomplete for review; and WHEREAS, on October 29, 2015, the applicant submitted the required materials for review; and WHEREAS, on October 21, 2015, pursuant to §280-74A(4) of the Town Code, the Planning Board entered into a Letter of Agreement with CityScape Consultants, Inc. to assist the Board in reviewing and evaluating the proposed wireless application to co-locate; and WHEREAS, on November 6, 2015, the Planning Board formally accepted the application as complete for review; and Verizon Wireless (a, Mattituck FD Page 2 December 8, 2015 _______.WHEREAS,_the Southold Town Planning Board, pursuant to State Environmental Quality_ _ Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on November 9, 2015, the Planning Board received a report from their Technical Consultant, CityScape Consultants Inc., regarding the proposed co-location; and WHEREAS, on November 10, 2015, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from Suffolk County Planning Commission review because the proposed action is less than 5,000 sq. ft. of renovated floor area or less than 10,000 square feet of land disturbance; and WHEREAS, on November 15, 2015, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on November 17, 2015, the Southold Town Chief Building Inspector reviewed and certified the proposed Wireless Communication Facility as a permitted use in the HB Zoning District; and WHEREAS, pursuant to SEQRA 6 NYCRR Part 617, the Planning Board performed an uncoordinated review of the Unlisted Action; and WHEREAS, pursuant to §280-131(H), the Planning Board determined to waive the requirement of a public hearing for the proposed co-location because there will be no changes to the appearance of the tower and the roof equipment, which were the subject of a previous public hearing and were approved on August 3, 2015; and WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C of the Southold Town Code, has the discretion to waive any or all of the requirements in §280-133 for those applications involving modifications to existing structures with no substantial change to the existing footprint where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as long as they are not necessary to further the objectives set forth in Town Code §280-129 to maintain public health, safety, and welfare. The Planning Board has found that this application is eligible for a waiver of certain elements of the Site Plan requirements because it is a co- location to a recently approved Wireless Communications Site Plan issued August 3, 2015; the details of which are included in the Staff Report dated October 19, 2015; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of the parking requirements because the proposed co-location does not generate the need for parking, with exception of a single vehicle periodically; there is ample existing parking on the Mattituck Fire District site; and Verizon Wireless a, Mattituck FD Page 3 December 8, 2015 _____`WHEREAS, ata Work Session held onDecember 7,_2015,_the Planning Board reviewed the report issued by CityScape Consultants and determined the requirement of three (3) conditions; and WHEREAS, on December 7, 2015, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board hereby waives certain Site Plan Application requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with three (3) conditions entitled "Verizon Wireless Mattituck Relo at 1000 Pike Street", prepared by James H. Fahey, P.E., on July 15, 2014, last revised July 17, 2015, and authorizes the Chairman to endorse the Site Plan including the following fifteen (15) plans: 1. Drawing C-1: Site/Roof Plan, Main Garage Roof Plan, Project info, Maps and Notes 2. Drawing S-0: Structural Specifications and Notes 3. Drawing S-1: Antenna Orientation Plan, Antenna & Cable Schedule, Cable Routing Details 4. Drawing S-2: RRH/SDB Mounting Details and Roof Access Hatch Safety Rail Details 5. Drawing S-3: Equipment Support Framing Plan, Sections, Details and Notes 6. Drawing S-4: Equipment Platform Details and Roof Access Ladder Details 7. Drawing S-5: South Building Elevation 8. Drawing P-1.0: Plumbing Specifications 9. Drawing P-2.0: Plumbing Ground Floor & Roof Plans 10.Drawing P-3.0: Plumbing Riser and Details 11.Drawing E- 1.0: Electrical Specifications 12.Drawing E- 2.0: Electrical Plan 13.Drawing E- 3.0: Electrical Riser, Panel Schedule and Phone Board 14.Drawing E- 3.1: Electrical Grounding Notes and Details 15.Drawing E- 3.2: Grounding Riser and Details Conditions: 1. All of Applicant's feed lines/cables shall be installed inside the monopole structure; and 2. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and 3. The facility shall remain secured and protected from unauthorized personnel. Verizon Wireless Mattituck FD Page 4 December 8, 2015 _._ __ Please also note the following requirements_relating to Site Plans:___ 1. Any changes from the Approved Site Plan shall require Planning Board approval, including new uses, additional or new lighting, additional or new signs, and additional pavement or parking spaces. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, %,"7, 4 / Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: Akik t I-� , Applicant/Agent Signature: Date: 127 'f/( OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex Ax S�Urjy® - P.O.Box 1179 54375 State Route 25 I O •' . l0 ; Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) 4ig °5 Telephone: 631 765-1938 Southold, NY c/' vvvv-w.southoldtownny.gov vv .southoldtownny.gov %.°41' C®UNT`1,. '� �•�.. 0 01 PLANNING BOARD OFFICE TOWN OF SOUTHOLDD reciEu J Di March 22, 2016 a MAR 2 2 2016 John Coughlin, Esq. BUILDING DEPT. c/o Re, Nielsen, Huber & Coughlin, LLP TOWN OF SOUTHOLD 36 North New York Avenue Huntington, NY 11743 Re: Approved Site Plan: Mattituck Fire District Telecommunications Facility 1000 Pike Street, corner of Pike St. &Wickham Ave., Mattituck SCTM#1000-140-3-11.1 • Dear Mr. Coughlin: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made March 11, 2016 and the Work Session held on March 21, 2016. The site is now in conformance with the Site Plan entitled "Mattituck 1000 Pike Street", prepared by Gary Musciano, RA, on March 14, 2013, last revised on May 20, 2015. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office at 631-765-1938. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector/ Jamie Richter, Town Engineering Inspector t��,,o�OF SO�jj�o � '` fG Town Hall Annex Telephone(631)7654802 54375 Main Road s s �ax{631)765-g5Q2 P.O.Box 1179 � G roger.richiertdtaa.015fROLV.uS 47 Southold,NY 11971-0959 \:44‘• ' •1 BUILDING DEPARTMENT TOWN OF SOUTHOLD • APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: N I Cole RL) I n Date: 01 l CD/a-o 15 Company Name: 0_ha r I eS til . Ov\/\Ie,r nC_. Name: Chn r les DV\I\/e_( License No.: y al 8- M E S Address: I ?)1?) Li nc D I A Ven u-c_, Hol rrno K kr( I I-7N 1 Phone No.: ( n 2) t— L 5'.-I — 5q 15 JOBSITE INFORMATION: (*Indicates required information) *Name: El I� Tr,vverS *Address: I COO P 1 Ke 5-t-1-�+ �-., NVQ -I f u r_K kW Y I I 5 a *Cross Street: W I C k hCG►nn Ave,nu *Phone No.: �-h+LtC k "Fi re. D. it ko30, c1R--ef3j Permit No.: ®o Tax.Map District: 1000 Section: /140 Block: b3 Lot: / 1 , *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • 1' —1 • el s CoHAfi-ills (Please Circle All That Apply) • *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: 4:10 NO Temp Information(If needed) *Service Size: C Phas 3Phase 100 150 200 300 350 400 (ther *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION r1 ta 3 r c: a ' co ry “13, o0 S 82-Request for Inspection Form r "� `�S-055 1 Town Hall Annex ; * * Telephone(631)765-1802 54375 Main Road cn roger.richiert(twn31outo .ny.usP.O.Box 1179 Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: N 1 colc RU pa 0 Date: Company Name: chn I c S M lDvv r ! n C.. Name: CLQ-IeS DWy.et • License No.: Address: I ?) L I\Ir1C O ►tel Avenue, Hol h rcbK N'' 1 Fl 4 I Phone No.: • ( 1 - C051-+ - 5CII � JOBSITE INFORMATION: (*Indicates required information) • *Name: \Rx i ZO n V\l ---*Address:----------- - -- - -- - - - -- -- - - i M --- 't-urK- ti's -_ - -- - *Cross Street: • V I cx ha nn A vc,r1 U c. RC2 G� 2 *Phone No.: MCI-HMIIAf K Fire De pa i'--1�Y cni-- (0 3 11.Qc1 -FiCX 33 • Permit No.: L{ D ®a Tax.Map District: 1000 Section: Block: 03 Lot: 1 ( , 1 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • - I . 100 • POO�•^-� / F---e-87)ER_ V AA.- rye E. t.. (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: elf NO Temp Information (If a -eded) • *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect 6dergroun Number of Meters Change of Service Overh ad 04-Pse'A Additional Information: PAYMENT DUE WITH APPLICATION d � 82-Request for Inspection Form 12e G"^-SID �,�%OF SOUI'yo Town Hall Annex : Telephone(631)765-1802 54375 Main Road 411 Fax(631)765-9502 P.O.Box1179 • G Q �� Southold,NY 11971-09592 . ��, `4o®UNTO1,,,1 o'sBUILDING DEPARTMENT TOWN OF SOUTHOLD March 10, 2016 Re, Nielsen, Huber & Coughlin, LLP 36 N. New York Avenue Huntington, New York 11743 Re: Mattituck Fire District, (Verizon), 1000 Pike Street, Mattituck TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) oef Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Xinal Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 40025-Z Unipole and antennas 1 2 LEASE AGREEMENT 3 4 THIS LEASE AGREEMENT("Lease"),dated as of the latter of the signature dates below(the"Effective Date"), is made as of ' 5 this A(cj day of May, 2011 by and between MATTITUCK FIRE DISTRICT, a New York municipal corporation, having an 6 address at 1000 Pike Street, Mattituck, NY 11952-3236 ("Lessor") and ELITE TOWERS, LP, a Pennsylvania limited 7 partnership,having an address at 87 North Industry Court,Suite J,Deer Park,New York 11729("Lessee"). 8 , 9 WHEREAS, Lessor is the owner or holds the Leasehold interest in the property located 100.0_P ke Street,Mattituck, 10 NY 11952-3236, more particularly described in Exhibit A annexed hereto and made a part hereof,(the"Property" or"Site"); 11 and 12 s , 13 WHEREAS, Lessee will enter into an agreement (the "Subleases") with wireless=telecommuriication providers, to 14 provide and secure broadband wireless service,("Wireless Services");and ,, � , i`}:: 15 -'`i<<. .. 16 WHEREAS,Lessee desires to have an exclusive Lease from Lessor of a certain portion of`the;Site':in order to install 17 and construct certain communications facilities for Lessee's sole and exclusive use, as more particularly described herein f° 18 ("Leased Space"or"Premises"). " 19 ,, ' " 20 1. OPTION TO LEASE: 'j, 21 - 22 A. Lessor grants to Lessee an option (the "Option") to lease a/certain.=portion of the Property containing 23 approximately 2,500 square feet including the air space above such room/cabinet/ground space as described on attached 24 Exhibit B,together with unrestricted access for Lessee's uses from the nearest puLilic right-of-way along the Property to the 25 • Premises as described on the attached Exhibit B. 26 ; ` _,3 27 B. ' During the Option period and any extension•thereof;.and during the term of this Agreement,Lessee and its agents, 28 engineers,surveyors and other representatives wili.'have{•-the right-tortenter upon the Property to inspect, examine,conduct 29 soil borings, drainage testing, material sampling;;;radio frequency'testing and other geological or engineering tests or 30 studies of the Property (collectively,'the'',Tests"),'to apply,for and obtain licenses, permits, approvals, or other relief 31 required of or deemed necessary or appropriate at Lessee's-sole discretion,with prior notification to Lessor, for its use of 32 the Premises and include,without limitation,applications for zoning variances,zoning ordinances,amendments,special use 33 permits, and constru'tion permits (collectively, the"Government Approvals"), initiate the ordering and/or scheduling of 34 necessary utilities, and otherwise to,do those things do or off the Property that, in the opinion of Lessee, are necessary in 35 Lessee's sole discretion'to determirae,`fhe physical condition of.the Property, the environmental history of the Property, 36 Lessor's title to,:the Property and,=the feasibility or suitability of the Property for Lessee's Permitted Use, all at Lessee's 37 expense: Lessee°will not'be liable to.Lessor.or any third party on account of any pre-existing defect or condition on or with 38 respect to the-Property,whether or notesdch defect or condition is disclosed by Lessee's inspection. Lessee will restore the 39 Property to its'6ondition,as it existed,at the commencement of the Option Term (as defined below), reasonable wear and 40 tear arid'casualty n"otcaii ed by Lessee excepted; Access during the Option period shall not interfere with the operations of 41 the Lessor. In,addition,.Lesseeshall indemnify, defend and hold Lessor harmless from and against any and all injury, loss, 42 damage or'claim's arising directly out of Lessee's Tests. 43 "4r:: 44 C. In consideration of Lessor granting Lessee the Option, Lessee agrees to pay Lessor the sum of 45 111111112MINIMIONSinia within thirty(30) business days of the Effective Date. The Option will be for an initial term of 46 two(2)years commencing on the Effective Date(the"Initial-Option Term")and may be renewed by Lessee for an additional 47 two (2) years upon written notification to Lessor and the payment of an additional INNIMMEMEISNIMIR 48 Man no later than ten(10)days prior to the expiration date of the Initial Option Term. 49 50 D. The Option may not be sold,assigned or transferred without the written consentof Lessor,such consent not to be 51 unreasonably withheld,conditioned''or delayed unles=such transfer is to an affiliate of Lessee. From and after the date the 52 Option has been sold, assigned or transferred by Les:ee to a third party agreeing to be subject to the terms hereof, Lessee Site Name Mattituck Fire District - ' Site Address:1000 Pike Str;et,Mattituck,NY � 1 jy i v 53 shall immediately be released from any and all liability under this Agreement,including the payment of any rental or other 54 sums due,without any further action. 55 56 E. During the Initial Option Term and any extension thereof, Lessee may exercise the Option by notifying Lessor in 57 writing. If Lessee exercises the Option then Lessor leases the Premises to the Lessee subject to the terms and conditions of 58 this Agreement. If Lessee does not exercise the Option during the Initial Option Term or any extension thereof, this 59 Agreement will termi late and the parties will have no further liability to each other. 60 61 F. If during the Initial Option Term or any extension thereof, or during the term of this Agr`.eement if the Option is 62 exercised, Lessor decides to subdivide,sell, or change the status of the zoning of the Premises;'Property:or any of Lessor's 63 contiguous, adjoining or surrounding property (the "Surrounding Property," which includesAwitho4 limitation) the 64 remainder of the structure)or in the event of foreclosure,Lessor shall immediately notify,Lessee in'writing. Any sale of the 65 Property shall be subject to Lessee's rights under thi;Agreement. Lessor agrees that duiring the InitialtOption Term or any 66 extension thereof,or during the Term of this Agreement if the Option is exercised,Lessor shall`not initiate-Or�consent to any 67 change in the zoning of the Premises, Property or Surrounding Property or impose or consent to'any other'restriction that • 68 would prevent or limit Lessee from using the Premises for the uses intended by Lessee as hereinafter set forth in this 69 Agreement 70 71 2. LEASED SPACE AND PREMISES: Lessor shall lease,and hereby leasgs,to Lessee approximately 2,500 square feet 72 of space,at a mutually agreeable location,as depicted in Exhibit A attached hereto within the6"property commonly known as 73 1000 Pike Street, Mattituck,NY 11952-3236,County,tax map parcel/propertyidentification'number District:1000 Block: 74 03 Section:140 Lot:11.1 and located in the Town of Southold with the`iegal description set forth in Exhibit B attached. 75 Lessor also hereby grants to Lessee the right to survey the Leased Space=at;Lessee's.cost. The survey will automatically 76 replace Exhibit A and be made a part hereof. The Leased Space legal access and utility easement set forth in the survey will 77 replace any parent parcel description set forth in Exhibit B as soon=as it becomes available. In the event of any discrepancy 78 between the description of the Leased Space contained herein and the:stirvey,the survey will control.The Leased Space will 79 be utilized to construct,support and operate a wireless communjcations facility,including a communications tower, 80 antennas,cables,and related structures and improvements(collectively the"Structures"),including the uses as permitted 81 and described in Section 3 of this Lease-and for any"other purpose with the Lessor's prior written consent which shall not be 82 unreasonably withheld,conditioned`,or delayed. 83 84 3. PERMITTED USE: 85 86 A. The Leased Space,,,may be used by Lessee solely for the transmission and reception of radio 87 communication signals and for the construction, installation, operation, maintenance, repair, removal or 88 ;replacement of;relatpd facilities,including,without limitation, tower/monopole/flagpole and foundation, 89 `antennas,, lines,l'microwave dishes, equipment shelters and/or cabinets and related equipment 90 ("Facilities");=, 91 �• 92 'B. Lessee, at Lessee's'expense, may use any and all appropriate means of restricting access to the Leased 93 - s,.,_ Space,mincluding,without limitation,the construction of a fence. 94 ,. 95 C. '- Lessee must,at Lessee's sole expense,comply with all laws,orders,ordinances,regulations and directives 96 a ` of appli able Federal, State, County, and Municipal authorities or regulatory agencies, including'the 97 Federal Communications Commission ("FCC"), relating to Lessee's use of the Leased Space as a 98 communications-facility,including the installation of required warning signage. 99 - 100 D. Lessee and its agents,engineers,surveyors and other representatives will have the right,to enter upon the 101 Premises to inspect, examine, conduct soil borings, drainage testing, material sampling, radio frequency 102 testing and other geological or engineering tests or studies of the Premises (collectively, the "Tests"), to 103 apply for and obtain agreements, permits, approvals, or other relief required of or deemed necessary or 104 appropriate at Lessee's sole discretion for its use of the Leased Space and include, without limitation, 105 applications for zoning variances, zoning ordinances, amendments,special use permits, and construction Site Name.Mattituck Fire District Site Address 1000 Pike Street,Mattituck,NY e*-1'',� ti 106 permits (collectively, the "Government Approvals"), initiate the ordering and/or scheduling of necessary 107 utilities, and othery ise to do thoso things on or off the Premises that, in the opinion of Lessee, are 108 necessary in Lessee's sole discretion to determine the physical condition of the Premises, the 109 environmental history of the Premises,Lessor's title to the Premises and the feasibility or suitability of the 110 Leased Space for Lessee's Permitted Use,all at Lessee's expense. Lessee will not be liable to Lessor or any 111 third party on account of any pre-existing defect or condition on or with respect to the Premises,whether 112 or not such defect or condition is disclosed by Lessee's inspection. Upon completion of the Tests, Lessee 113 will restore the Premises to its condition as it existed-at the commencement of the Tests reasonable wear 114 and tear and casualty not caused by Lessee excepted. In addition, Lessee shall:indemnify, defend and 115 hold Lessor harmless from and against any and all injury, loss, damage or claims arising directly out of 116 Lessee's Tests. :i, ,n 117 118 E. Neither Lessor, nor its successors or its assigns,will use or suffer or permit another'gerson, corporation, 119 company, or other entity to use the Premises or any adjacent parcel of land now or hereafter owned, 120 leased or managed by Lessor,its successors or assigns,for the uses permitted herein or other uses similar 121 thereto. 122 ',;'-- 123 F. Lessee shall construct an extendable tower on the Lease Space for'possiple future;,expansion of the Site to 124 a minimum of one hundred and twenty(120') above grade level. ' " - 4, ''0V 125 .., 126 4. TERM: ,' s, ` 127 'dfr:K``, , ',r 128 A. The term of this Agreement shall be thirty(30)years,commencing on the°date of commercial operation 129 of the Leased Space("Commencement Date",). '-; A f 130 ` :f,: 131 B. This Lease shall be renewed for Four(4);additional'terms(each "Extension Terms") of five(5)years each 132 upon the mutual agreement of Lessor,.and Lessee¢,,,, 133 j,, ..z. r,; 134 C. If Lessee remains in possession ofsthe Leased,Space"after the termination of this Lease,then Lessee will be 135 deemed to be occiapyingthe Leasedl Space oh a month-to-month basis ("Holdover Term"),subject to the 136 terms and conditions of this•Lease. ' , ,., 137 138 D. The Initial Term,Extension Term;.'and Holdover Term are collectively referred to as the Term("Term"). 139c.3= a,;�, 140 5. FEES: ''(4 5., 141t.':.;,, t` t ,='` 142 A.R, 'lessee`shall payr'L'essor, ("Lease Fee"). If 143 '` `., the=Initial Term or'r y'Eiitension Term does not begin on the first day or end on the last day of a month, 144 ` `3the Le'ese Fee,for;that partial month will be prorated by multiplying the monthly Lease Fee by a fraction, 145 the„numerator of which is the number of days of the partial month included in the Initial Term or 146 .: Extension Term and the denominator of which is the total number of days in the full calendar month. • 147 ,i , 148 B. 1-' . Lese;ee's monthly Lease Fee shall include a certification of the subleases comprising the Lease Fee. Upon 149 "''request by Lessor, Lessee shall provide copies of all executed sublease agreements and Lessee's 150 accounting records of rents received from sublessees. Upon request and during reasonable business 151 hours,Lessor may audit Lessee's rent received from sublessees. 152 153 6. TERMINATION: 154 155 A. Lessee shall have the right to terminate this Lease(i)upon not less than ninety(90)days'notice to Lessor, 156 at any time; and (ii) upon not less than thirty (30) days' notice to Lessor, if(a) any Governmental Approval 157 required for Lessee's use of the Leased Space is rejected or withdrawn (notwithstanding Lessee's diligent 158 efforts to obtain and/or maintain such Governmental Approval), (b) Lessor shall default in any of its Site Name Mattituck Fire District Site Address:1000 Pike Street,Mattituck,NY, !t'r" 1� 159 obligations hereunder, including,without limitation any obligation to maintain and repair the Premises or the 160 Leased Space, (c) if any equipment installed on the Premises after the Commencement Date unreasonably 161 interferes with Lessee's equipment installed on the Leased Space (d) Lessee determines that technical 162 problems or radio interference problems from other antennas or from nearby radio transmitting facilities, 163 which problems cannot reasonably be corrected, impair or restrict Lessee from using the Leased Space for 164 Lessee's intended purpose; (e) Lessee determines that it does not have acceptable and legally enforceable 165 means of ingress and egress to and from the Leased Space; (f) Lessor does not have legal or sufficient 166 ownership of or title to the Leased Space or Premises or the authority to enter into this Lease; (g) utilities 167 necessary for Lessee's contemplated use of the Leased Space are not available;(li);.the Leased Space is 168 damaged or destroyed to an extent which prohibits-or materially interferes with.Lessee's`use of the Leased s�• 169 Space or Lessee's equipment and attachments thereto;(i)the Premises now or hereafter contains a Hazardous 170 Material; (j) Lessee is unable to obtain a Subordination, Non-disturbance.and Attorrinie,nt'Agreement; (k) a 171 material default by Lessor occurs; (I) Lessor fails to perform any of the material covenant's"or,provisions of this f�. 172 Lease or if any representation or warranty contained herein is found to be untrue,(m)the Leased Space is the 173 subject of a condemnation proceeding or taking by a governmental authority,or quasi-governmental authority 174 with the power of condemnation, or if the Leased Space is transferred,in lieu of condemnatibn (rent will be 175 abated durin the eriod of condemnation or takin leo i g p g);(n)if Lessee determines,in its sole'discretion,that it will 176 be unable to use the site for any reason. In the event of termination-by Lessee pursuant to this provision, 177 Lessee will be relieved of all further liability hereunder. Any rental fees paid'prior,to t4 termination date will 178 be retained by Lessor.In the event•Lessor fails to perform its obli1gations under this Lease for any reason other 179 than Lessee's breach, Lessee may pursue all remedies"availableYsat law a'nd in equity. Lessor hereby 180 acknowledges that Lessee will incur significant expensesin reliance on this Lease, and therefore agrees to pay 181 Lessee for all consequential damages which Lessee will suffer�as a result of Lessor's breach. 182k .,f., :;}' 183 B. Lessor shall have the right to terminate this LeaseifLLe -see fails to attain Government Approval for a tower 184 height of at least one hundred(100')feet above groundlevel. 185 186 7. ACCESS: `Ay' . - 187 ':., ,: 188 A. Before the Commencement Date 6f:this Lease,Lessee shall have access to the Site to conduct the Tests. 189 190 B. In connection with the construction and.installation of Lessee's Facilities Lessee shall have access to 191 Lessor's electric power and telephone lines,together with any other necessary connecting appurtenances, 192 as well as any.easement necessary to connect the foregoing services to Lessee's Facilities. 193 - 194 C. „At 11-limes dui -Mg`the Term of this Lease, Lessee shall have twenty-four(24) hour per day,seven (7) day 195 ;- • `per to the-,Site for the construction, installation, maintenance, replacement, modification, 196 upgrade, operation, andremoval (0—Lessee's Facilities as necessary or desirable to provide the Wireless 197 .':,, -.Service:, 198 ,' 199 8. "CONSTRUCTION•AND ALTERATION: 200 201 A. '�`• Prior.,to the commencement of initial construction .and: any subsequent material alteration of the 202 ' :Faciliti'es, Lessee must submit to Lessor work-plans, including any subsequent additions or revisions, 203 (collectively, "Plans") for Lessor's approval. Lessor must approve all such Plans by written response to 204 Lessee within'thirty(30) days following receipt of the Plans from the Lessee. If Lessor fails to provide a 205 written response within thirty (30) days following receipt of the Plans from Lessee, the Plans shall be 206 deemed accepted by Lessor. 207 208 B. Lessee's construction, installation, maintenance, replacement, modification, upgrade, operation, and 209 removal of the Facilities on the Leased Premises must meet or exceed standards for such work. 210 - _ , Site Name:Mattituck Fire District _ Site Address.1000 Pike Str«;t,Mattituck,NY �' � � E.,:.,'„,- _a 211 C. Lessee shall install its own electrical utilities and meter at Lessee's expense,and may improve the present 212 utilities on the Premises as may be necessary. Lessor.agreesto use reasonable efforts in assisting Lessee 213 to acquire necessary utility service. Lessee shall install separate meters for utilities used on the Leased 214 Space by Lessee. Lessee shall have the right to install necessary conduits from the Leased Space to the 215 point of connection within the Premises. Following installation of a separate meter Lessee shall receive 216 monthly utility bills directly from utility provider. 217 218 9. INTERFERENCE: Lessor and Lessee shall not, and shall not permit others, to install new equipment or make 219 changes to existing equipment at the Site if such installations or changes will cause interference;with either party's 220 operations at the Site. In addition,all telecommunications agreements affecting the Site entered:in after:'the Effective Date 221 of this Lease, which authorize persons to engage in communications transmission activities 16;w about the Site, shall 222 require that such activities be conducted in a manner which will avoid interference with the permitted use of the Site. In 223 the event any such interference occurs,the offending party shall cause such interferenee:,to be eliminated within twenty- 224 four(24) hours after notice of such interference. In the event that any such interference does:not cease within twenty-four 225 (24) hours after notice of such interference, then such interference will be deemed to u'n'reasonably'interfere with 226 equipment installed on the Property and the aggrieved party will have the right, in addition to any,other rights they may 227 have at law or in equity,for material breach of this Lease,to elect to enjoin such'interference or to'•terminate this Lease 228 upon written notice to the offending party in accordance with•this Lease. x'- 229 .> ,, -.1'.•,,,,-,--4,.. ` , 230 10. APPROVALS: Lessee shall obtain all Leases,permits,certificates and'other approvals;fequi`red by federal,state or 231 local authorities for the foregoing uses and improvements to the Leased Space("'Governmerital Approvals"). Lessor agrees 232 to cooperate with Lessee in Lessee's efforts to obtain the Governmental Approvals.Upon request from Lessor, Lessee shall 233 provide Lessor with a complete list of any and all application(s) requiredwfor a Government Approval filed by Lessee or its 234 agent,in connection with the occupancy and use of the Site as--contemplated1herein. 235 •., 236 11. COVENANTS AND WARRANTIES:. `? i '-,w; ` , 237 r':1:f.s; 238 A. _ Lessor covenants and warrants that:(i),Lessee or any transferee permitted hereunder, upon the payment 239 of the Lease Fee and'peerformance of all the'terms,covenants and conditions under this Lease,shall have, 240 hold and enjoy the, tLeased Space during the Term or any renewal or extension hereof. Lessor will take no 241 action that is not expresslyipermitted-by..tliis Lease Agreement that will interfere with Lessee's intended 242 use of the Leased Space, nor,w1,11 Lessor fail to take any action or perform any obligation necessary to 243 • fulfill Lessor's covenant to Lessee of quiet enjoyment in accordance herewith; (ii) no part of Lessee's 244Facilities const`r'ucted, installed, maintained, replaced, modified, upgraded, or operated on the Leased 245 Space will become,or be considered as being affixed to or a part of,the Site,it being the specific intention 246 ,of the3Lessor that;all°improvements of every kind and nature constructed or installed on the Leased Space 247 i, '''by Lessee.will be end remain the property of the Lessee and may be removed by Lessee at any time on or 248 -:i , before termination orexpiration of this Lease. 249 • ,,,, _;. 250 r" B. Lessee and.Lessor warrant to each other that: (i) each has full right, power, and authority to enter into 251 - ' this'eease; (ii);this making of this Lease and the performance thereof will not violate any laws, ordinance, 252 •'._.. restrictive covenants, or other agreements under which such party is bound and does not require the 253 i,;•_,, ,;•-r consent or approval of any person or party;(iii) each party is qualified to do business in the State of New "f 254 ':Y,ork and(iv)all persons signing on behalf of each party were authorized to do so by appropriate action. 255 256 12. SUBORDINATION: If the Site is or becomes encumbered by a deed to secure a debt, mortgage, or other security 257 interest, Lessor shall use all reasonabi,efforts to provide Lessee within 60 days a mutually-agreeable Subordination, Non- 258 Disturbance and Attornment Agreement. - 259 260 13. REPAIRS AND MAINTENANCE: Lessee shall,at Lessee's sole expense,keep and maintain the Leased Space in good 261 condition, reasonable wear and tear and damage from the elements excepted. Lessor shall maintain and repair the Site 262 and access thereto in good condition, subject to reasonable wear and tear and damage from the elements. If Lessee is 263 unable to use the,Leased Space because of required.repairs on the Leased Space,then,in addition to any rights that Lessee Site Name:Mattituck Fire District Site Address:1000 Pike Street,Mattituck,NY 1-'•720-1' I 264 may have pursuant to this LEASE,Lessee may immediately and temporarily install on the Leased Space or an unused portion 265 of the Site, Lessee's Facilities'while Lessor makes repairs to the Leased Space. Lessee may temporarily install Lessee's 266 Facilities on an unused portion of the Site designated by Lessee, subject to Lessor's consent, which may not be 267 unreasonably withheld. 268 269 14. WAIVER OF,LIENS: 270 271 A. Lessee and its sublessees will not subject Lessor's Property or interest in the Leased Space to any lien, 272 mortgage, security agreement or any other encumbrance whatsoever. If any„rlienor other I charge or 273 order for payment of money will be filed as a result of the act or omissionnrof'Lessee°or any sublessee, 274 Lessee will cause such lien, charge or order to be discharged or appropriately, bonded or otherwise 275 reasonably secured,("Secured") within thirty (30) days after notice;from Lessor,i thereof. Lessee shall 276 indemnify and hold Lessor harmless from all liabilities and costs to the,extent resulting directly from 277 Lessee's failure to timely secure same. Lessee and sublessees may grant a security interesttin the Facilities 278 and Lessee may grant a leasehold mortgage in its interest in the Lease. 4,"',, 279 ' >}" 280 B. Lessor will not subject Lessee's interest in the Leased Space or tIJe`Facilities to any mechanic's lien or any 281 other lien whatsoever. If any mechanic's lien, other lien, charge':or order,.for payment of money will be 282 filed as a result of the act or omission of Lessor, Lessot=will cause such"lien ,charge or order to be 283 discharged or appropriately bonded or otherwise reasonably secured (';Secur ,-ed ")`within thirty (30) days 284 after notice from Lessee thereof. Lessor shall indeninify'and hold,Lessee harmless from all liabilities and 285 costs to the extent resulting directly from Lessor's failure to timely secure same. 286t -4' 287 15. TAXES: _f 288 ,�,, 289 A. Lessee shall be solely responsible and shall timely,.pay all personal property taxes levied and assessed 290 against it or its Facilities. Lessor,shall,payall:taxes assessed against the Site except in the event that an 291increase in the real property taxes of th°e,Site is;directly attributable to Lessee's Facilities only for so long 292 as the Lease remains:in,effect. Lessee shall.then pay that portion of the real property taxes. Lessor shall 293 tinio ly submit`a cdptA'of'the tax bill and request for reimbursement to the Lessee. 294 °'r,',, Y Y,z 295 B. Lessor shall, within seven ( )",Clays of receipt of notice of any increase in taxes, assessments, or other 296 charges,send a copy of such notice by certified mail, return receipt requested,to Lessee. If Lessor fails to •297 give Lessee such notice as set forth'above, Lessor will be responsible for payment of any increases and 298Lessee shall Fi6ve the option to pay the same and deduct such payment from Lease Fee or any other sums 299 nextdue?At the:requast of either Lessee or Lessor,the other shall provide evidence of payment of taxes. 300 :i '`'_ 301 16, INDEMNIFICATION: , 302 - _ u,. 303 ''!,="A. Lessee agrees to'�i'ridemnify, defend and hold Lessor harmless from and against any and all injury, loss, 304 , damage o`rtiiability (or any claims in respect of the foregoing), costs or expenses (including reasonable 305 :',`i attorneys' fees and court costs) arising directly from (i) the installation, use, maintenance, repair or • 306 . . ,removal of the Facilities by Lessee,its sublessees, contractors, agents and invitees or (ii) Lessee's breach 307 ,of any,provision of this Lease Agreement, except to the extent attributable to the gross negligence or 308 intentional misconduct of Lessor or any of its employees,agents or independent contractors. 309 . 310 B. Lessor, agrees to indemnify, defend and hold Lessee harmless from and against any and all injury, loss, 311 damage or liability (or any claims in respect of the foregoing), costs or expenses (including reasonable 312 attorneys'fees and'court costs)arising directly out of(i)any act or omission of Lessor,or(ii)any breach by 313 Lessor of any provision of this Lease Agreement, except to the extent attributable to the gross negligence 314 or intentional misconduct of Lessee,its employees,agents or independent contractors. 315 Site Name Mattituck Fire District __.,/,.... Site Address:1000 Pike Street,Mattituck,NY TOT-711 316 C. Notwithstanding anything to the contrary in•this Lease,•Lessee and Lessor each waive any claims that each 317 may have against the other with respect to consequential,incidental,or special damages. 318 319 17. INSURANCE: 320 321 A. Lessee must, during the Term of this Lease, at Lessee's sole expense, obtain and keep in-force the 322 following insurance: (i) "All-risk" property insurance for an amount equal to eighty (80%) percent of the 323 replacement cost of Lessee's Facilities;(ii) occurrence-based,commercial general liability insurance with a 324 minimum limit of liability of one(1)million Dollars($1,000;000)combined singlelirnit and three(3)million 325 Dollars ($3,000,000) in aggregate, inclusive of any excess/ umbrella liabilityacoverage,;for bodily injury 326 and/or property damage together with an endorsement for contractual liability, Naming Lessor as 327 additional insured;and(iii)Workers'Compensation Insurance as required by law. '' 3285,. ,!1,, 329 - r• .`r 330 B. All required insurance policies must be taken out with reputable national insurers that are* censed to do :rJ : U. U1d 332 insurance policy covering the Leased Space and other locations;fof Lessees, provided that such blanket 333Insurance complies with all of the other requirements of this Lease with respect.to the type and amount 334 of insurance required,and provided that the insurance carrier;is required to'provide.notice to Lessor in the 335 event that the blanket insurance coverage is terminated or the-amount is red"ucedsb`elow the amounts set 336 forth herein. ,n!., '' '' 337 ,-, ` .'..; 338 D. The Lessee will deliver certificates of insuranc&as soon7as practicable after the placing of the required 339 insurance, but not later than the Commencement°Date ofthis Wase.The Lessee will also deliver renewal 340 certificates at least thirty(30)days prior to the expiration thereof. 341 ,,,_, • 342 18. CASUALTY: Lessor will provide notice to Lessee_of arty;casualtyfaffecting the Site within forty-eight (48) hours of 343 the casualty. If there is a casualty to the Leased ace, Lessee, atlessee's sole cost and expense, may temporarily install 5i 344 Lessee's Facilities on an unused portion of the Site designated by Lessee, subject to Lessor's consent, which shall not be 345 unreasonably withheld, while Lessdr•makes,repairss-.to,the Leased Space. Upon completion of such repair or restoration, 346 Lessee is entitled to reinstall Lessee's Facilities, In theeventtthat such repairs or restoration will reasonably require more 347 than sixty (60) days to complete, Lessee shall have the right to terminate this Lease upon thirty (30) days prior written 348 notice, in which event the Term shall be deemed,to have terminated on-the date of the casualty. Notwithstanding the 349 foregoing, in the event the Site is=totally or substantially destroyed, Lessor may at its discretion, within sixty (60) days, 350 notify Lessee of Lessor's intent not.to=restore/rebuild the Site, in which event this Lease will be deemed to have been 351 terminated on the date of'the'casualty. Upon termination of this Lease pursuant to this Paragraph,the Lease Fee shall be 352 apportioned,and any(oortion of theLease,Fee paid in advance for any period after such date shall be refunded by Lessor to 353 Lessee. - 1;4.',,ti 354 355 19. ..;', CONDITIONS ON'SURRENDER: On or before termination or expiration of this Lease Agreement with notice to 356 Lessor;.=Lessee.shall remove the Facilities and any alterations, additions or improvements installed in or about the Leased 357 Space,arhd'Lessee shall repair any damage caused by such removal,and shall otherwise surrender the Leased Space at the 358 expiration of the term, as same may Have been exte ided, or earlier termination thereof,in good condition, ordinary wear 359 and tear and acfs.of;God excepted. Lessee shall not be required to remove foundations more than two feet below grade. 360 Lessor may elect to`retain the Site at termination or expiration of this Lease which shall exclude subtenant's antennas and 361 related equipment. 362 • 363 20. ENVIRONMENTAL: 364 365 A. Lessor represents and warrants that the Site is free of hazardous substances as of the date of this Lease, 366 and, to the best of Lessor's knowledge, the Site has never been subject to any contamination or 367 hazardous conditions resulting in any environmental investigation,inquiry,or remediation. 368 Site Name:Mattituck Fire District _{ Site Address:1000 Pike Street,Mattituck,NY il'"'7_ -E = 369 B. Lessee agrees that it will be responsible for compliance with any and all environmental and industrial 370 hygiene laws,including any regulations,guidelines,standards, or policies of any governmental authorities 371 regulating or imposing standards of liability or standards of conduct with regard to any environmental or 372 industrial hygiene condition or matters as may now or at any time hereafter be in effect,that are now or 373 were related to its activity conducted in,Or on the Leased Space. 374 375 C. Lessee agrees to hold harmless and indemnify Lessor from and to assume all duties, responsibilities, and 376 liabilities at is sole cost and expense,for all duties, responsibilities and liability(for payment of penalties, 377 sanctions, forfeitures; losses, costs, or damages) and for responding to any action;=.notice, claim, order, 378 summons,citation,directive,litigation,investigation or proceeding which is related td(i)failure to comply 379 with any environmental or industrial hygiene law,including without limitation any regulations,guidelines, 380 standards or policies of any governmental authorities regulating or,-imposing standarEds of liability or 381 standards of conduct with regard to any environmental or industrial hygiene conditions-or matters as may 382now or hereafter be in effect,or(ii)any environmental or industrial hygiene'conditions that arise out of or •383 are in any way related to the condition of the Leased Space or activities conducted by Lessee thereon, 384 unless the environmental conditions are caused by the Lessor. " `-i-c,''''' A 385 386 D. The provisions of this Paragraph shall survive the expiration ortermination of this?Lease. 387 -L ' r, 388 21. DEFAULT: ,, 389 y ;z,. a' ,. 390 A. In the event either party shall fail to comply with any,of the provisidhs of this Lease or shall default in any 391 of its obligations under this Lease, the non-defaulting;'.party may, at its option, terminate this Lease 392 provided written notice of such default in accordance with,the.provisions of this Lease has been given and 393 the defaulting party has failed to cure the same within fifteen(15) days with respect to the failure to pay 394 any' monies; or, with respect to the failure to:perform or comply with any non-monetary obligations 395 hereunder,the defaulting party has'failed'to cure,within:sixty(60) days or,in the event that the default is 396 not capable of being cured within sixty'•(60) days;then commence to cure within sixty(60) days and has 397 failed to diligently g y proceed to cure No such.failure to cure a material default,however,will be deemed to 398 exist if Lessee has,commenced to`cure sucl'lefault within said period and provided that such efforts are 399 prosecuted to completion with reasonableZdiligence. Delay in curing a'material default will be excused if 400 due to causes beyonc:,the reasonabl control of Lessee. 401 ''we 402 B. In addition, a tcept�.i.n an emergency, Lessor will not cure any alleged default by Lessee until after the 403 expiration of?°Lessee's'time to cure,suchdefault as provided herein above and then only if Lessee has 404 : failed;-during such period, to cure such default or perform such act. If Lessor shall cure the default of 405 Lessee pursuantto:the foregoing,then Lessor shall submit a bill for the actual cost of affecting such cure 406 (together with creditable,supporting documentation) and same shall be paid promptly upon receipt. 407i' 408 22. 'ASSIGNMENT AND SUBLETTING: 409h., 410 A:==sLessee shall°.have the right to assign this Lease or Sublease the Facilities,with prior written consent of Lessor, 411 such consent'will not be unreasonably withheld, conditioned or delayed. Lessee shall provide Lessor with 412 written;notice of any such assignment. With prior notice to Lessor,Lessee may collaterally assign and grant a 413 security'interest in Lessee's Facilities from time to time in favor of any holder of indebtedness borrowed by 414 Lessee("Lender"),whether now or hereafter existing. 415 B. Lessor agrees to allow Lender the opportunity to remedy or cure any monetary default as provided for in the 416 Agreement. 417 418 23. TRANSFER BY LESSOR: Lessor shall have the rigl,t to freely transfer and assign all of its rights and obligations under 419 this Lease and in the Site as part of a transfer of the Site.and no further liability or obligation shall thereafter accrue against 420 Lessor under this Lease, provided that any such transferee shall have fully assumed and be liable for obligations under this 421 Lease. Site Name'Mattituck Fire District Site Address:1000 Pike Street,Mattituck,'NY �� 422 423 24. NOTICES: All documents, notices and demands required hereunder must be in writing and sent by (a) prepaid 424 overnight courier, (b) personal delivery,or(c) certified mail,return receipt requested, and shall be deemed delivered three 425 (3) business days after mailing, or if given by overnight courier or personal delivery, on the date accepted'or refused at the 426 address to which sent if addressed as follows (or to any other address that either party may designate in writing by like 427 notice to the other party): 428 429 If to Lessor: 430 Mattituck Fire District 431 PO Box 666 432 Mattituck, NY 11952-0666 • 433 434 With a Copy to: 435 William D. Moore,Esq. ° w 436 51020 Main Road • 437 Southold,New York 11971 438 $a: 439 . . 440 If to Lessee: Y; 441 Elite Towers,LP 442 87 North Industry Court,Suite J s; 443 Deer Park,NY 11729 444 445 With a Copy to: r; 446 Elite Towers,LP 447 5 Great Valley Parkway 448 Suite 333 `'", °?: 449 Malvern,PA 19355 TF" 450 'f'> 451 25. CONDEMNATION: In the event of>any actual or conta nplated condemnation of the Leased Space or affecting the 452 Leased Space, Lessor must send written notice to Lessee':witfiin ten(10) days. In the event of any actual or contemplated 453 condemnation, Lessee may terminate this Lease„upon thirty (30) days written notice to'Lessor if such condemnation 454 prevents Lessee's operations at the Facilities for more than forty'five(45) days.Any such notice of termination shall cause 455 this Lease to expire with the sarne'force and effect as though`the date set forth in such notice were the date originally set as 456 the expiration date of this Lease and the parties shall make an appropriate adjustment, as of such termination date,with 457 respect to payments due t¢the`other-under this Lease. 458 459 26, COORDINATION OF OPERATION:,Lessor shall endeavor to give Lessee notice of any repairs, alterations, additions 460 or improvements rr'to be lnade'Oth respect to the maintenance and operation affecting the Leased Space or of any planned • 461 shutdowns associatect with the Property for scheduled or routine maintenance that may materially and adversely affect the 462 operation of Lessee's.'comrnunications facility (except in the case of emergency where advance written notice cannot 463 reasonably;•be.given,in which event, Lessor shall give Lessee telephonic notice at a number previously provided by Lessee 464 to Lessor. ' 465 466 27. TITLE REPORT;RECORDING OF LEASE:Lessee shall have the right to order'a title search of the Site at Lessee's sole 467 cost and expense and Lessor shall use commercially reasonable efforts to cooperate with any such search. Lessee shall 468 have the right to record a memorandum of this Lease Agreement. 469 470 28. BROKERS: Lessee and Lessor each hereby represents to the other than it has not dealt with any real estate broker, 471 finder or other agent in connection with the negotiation of this Lease or any agreements contemplated hereby.In the event 472 a real estate broker, finder or other agent is used in connection with the negotiation of this Lease, then Lessor shall be 473 obligated to pay all costs and fees in connection therewith. 474 Site Name.Mattituck Fire District Site Address:1000 Pike Street,Mattituck,NY 475 29. PARTIES BOUND BY LEASE:This Lease shall extend to,and be binding upon, the heirs, executors, administrators, 476 successors and assigns of the parties hereto. 477 ' 478 30. GOVERNING LAW:This Lease and the performance hereunder shall he governed,interpreted and construed under 479 the laws of the State of New York. 480 481 31. OBSTRUCTION: Lessee agrees that no portion of the sidewalks, entries, vestibules, halls,.elevators, or ways of 482 access to public utilities of the Property shall be obstructed by Lessee or used for any purpose other than for ingress and 483 egress to and from the Leased Space. 484 '" 's 485 32. ADVERTISEMENTS: Lessee shall not use the name of Lessor in any advertisement or in'any other written or oral 486 communication. Lessee shall not post or exhibit or allow to be posted or exhibited;any advertiseri'ents, show bills, 487 lithographs, posters, cards or flyers of any description on any part of the Leased Space'itiithout prioFTwritten approval of 488 Lessor. 489 r ,;f 490 33. RELATIONSHIPS OF THE PARTIES: Nothing contained herein, nor any act of the partiesshall''be construed as 491 creating a partnership,.Joint venture or association of any kind.The only relationship"intended to be created by this Lease is 492 that of Lessee and Lessor. Lessee shall in no way represent to others, either orarlly„in writing,;or in'advertisements or 493 promotional material of any kind that there is any relationship other than`Less&r and L'e'ssee between the,parties. 494 ` i. t;' �_ 7 1 rf.'(I, 495 34. LEGAL FEES: If any party institutes a legal proceeding to enforce'rts.righ'ts.prising under this Lease, the prevailing 496 party in such legal proceeding as finally determined shall have the.right4to recover from the unsuccessful party the 497 reasonably out-of-pocket costs and expenses (including,without'li;mitation') reasonabletattorneys'fees and disbursements) 498 that the prevailing paty actually incurred in connection therewith.'', {''' �r 499 „,, ,,, 500 35. MISCELLANEOUS: -(,'- 501 ,, , g :. ; 502 A. Amendment/Waiver: ,This Lease cannot:,be amended, modified or revised unless done in writing and 503signed by an authorized agent of.the Lessor.,and an authorized agent of the Lessee. No provision may be 504 , waived except in a.wr iting signed by,both parties. .' ' 505 ,, ,,,- ,A ,:�.�, 506 B. Interpretation: Unless otherwise specified, the following rules of construction and interpretation apply: ''Sa;. 507 (i) captions are for convenience and reference only and in no way define or limit the construction of the 508 terms and conditions hereof; (ii) use of the term "including” will be interpreted to mean "including but 509 not,limited to;'; (iii):whenever a party's consent is required under this Agreement, except as otherwise 510 .;stated-in'`the Agreement or as same may be duplicative,such consent will not be unreasonably withheld, 511 „ ''`conditioned or 'delayed;^.(iv) exhibits are an integral part of the Agreement and are incorporated by 512 reference into this'Agreement; (v) use of the terms "termination” or "expiration" are interchangeable; 513 ,r °>'4and(vi)reference 514 .to a default will take into consideration any applicable notice,grace and cure periods. '` . 515 ''':c. ,;, Estop'pel: Either party will, at any time upon twenty (20) business days prior written notice from the 516 r...7:: other,'execute, acknowledge and deliver to the-other a statement in writing (i) certifying that this 517 s';;t„ Agreement is'unmodified and in full force and effect (or, if modified, stating the nature of such 518 modification and certifying this Agreement, as so modified, is in full force and effect) and the date to , x, 519 which the Lease Fee and other charges are paid in advance, if any, and (ii) acknowledging that there are 520 not, to such party's knowledge, any uncured defaults on the part of the other party hereunder, or 521 specifying such defaults if any are claimed. Any such statement may be conclusively relied upon by any 522 pros;1ective purchaser or encumbrance of the Leased Space or Premises. The requested party's failure to 523 deliver such a statement within such time will be conclusively relied upon by the requesting party that(i) 524 this Agreement is in full force and effect,without modification except as may be properly represented by 525 the requesting party, (ii) there are no uncured defaults in either party's performance, and (iii) no more 526 than one month's Lease Fee has been paid in advance. 527 Site Name.Mattituck Fire District Site Address 1000 Pike Street,Mattituck,NY ! l_ j 528 D. No Electronic Signatures/No Option: The submission of this Agreement to any party for examination or 529 consideration does not constitute an offer, reservation of or option for the Premises based on the terms 530 set forth herein. This Agreement will become effective as a binding Agreement only upon the 531 handwritten legal execution,acknowledgment and delivery hereof by Lessor and Lessee: 532 533 36. ENTIRE AGREEMENT: This Lease and the exhibits attached hereto, all being a part hereof, constitute the entire 534 Lease of the parties,hereto and will supersede all prior offers, negotiations and agreements with respect to'the subject - 535 matter of this Lease. 536 537 (Signatures follow on the next page) 2,1 l . r� ri, l3 ,' ol?e➢. S tt Sri _.((+�'l; 6 •:$z• - C ,•Tr'- 1' ' 511 Site Name.Mattituck Fire District - Site Address.1000 Pike Street,Mattituck,NY , ,' , , . • ..., 538 IN WITNESS WHEREOF,the parties have hereunto set their hand and seal as of the date first above written. 539 540 LESSOR: MATTITUCK FIRE DISTRICT 541 542 By: 543 Name: V4,..i c 544 Title: 545 Date: 546 547 LESSEE: ELITE TOWERS,LP ,... 548 By:CMET,LLC,its gener lipartner 549 By: a//{}-t 1 t.(.CVtViC ,,,,•,;',,,,,,,,i 550 Name: Tanya Negron ,,...551 Title: Manager 552 Date: 553 ,„4,F,,:Y.„4.:,,4-"' --:S:";,,•:._.! , " 9 ' ,,'''''' • *41 , • e0 .. ...q, . , . . , Site Name:Mattituck Fire District Site Address:1000 Pike Street,Mattituck,NY ,,,, 554 LESSOR ACKNOWLEDGEMENT: 555 556 STATE OF NEW YORK ) 557 )SS.: 558 COUNTY OF 'al.r' L1--- ) 559 560 On the 1� day of\40-,1-A , 2011 before me, the undersigned, personally appeared 561 \L- \)ss,J \-VWe1 �„'`i , personally known to me or proved to me on the basis of satisfactory evidence to be 562 the individual whose name is subscribed to the within instrument and acknowledged to me that;h'e/she executed the same 563 in his/her capacity, and that by his/her signature on the instrument,the individual,or the person upon behalf of which the .564 individual acted,executed the instrument. r1,•..,;`, 565 ,=,,.,,,�j 566 Notary Public: .c.}`--.,:r,— - '% ? 567 My Commissi.n xpires --1 — —aUD_ 'F':::',, r.,, 568 BETSY A.:PERKINS ' :4, F Public,State of New WI* ,,:,',,':'-- 569 570 LESSEE ACKNOWLEDGEMENT: i�0a 01AE6teoil3' ' , p, 571 Clualifidif in,Suffolk Coup �� 572 STATE OF NEW YORK ) •mmission ExpiP®s July z�8ag, 573 )ss.: 574 COUNTY OF ) '', ,i'' ?,, 575 0 ,.c.'' 576 On the I day of \AG1.. , 2011 before me;.theiundersigned, personally appeared Tanya 577 Negron, personally known to me or proved to me on the basis'of,satisfactory evidence to be the individual whose name is 578 subscribed to the within instrument and acknowledged to,me that-he/she executed the same in his/her capacity,and that 579 by his/her signature on the instrument,the individual,,•or the••pe?son upon behalf of which the individual,acted, executed 580 the instrument r t< 0 -i4,„ b,;y.'. 12 .581 ,u ' — . 582 1''i' Y-`' '!Notary P,Obl - /f + /�!'- V e2 583 My.CommisiorrExpires: rS I 1 1'3 584 `, 585 ::- .,t. 'f;')5"i s f':- S•. 6; s; -a' i ; - `;1;17,'H., ,SIL.VANA ADESSO , NOTARY PUBLIC-STATE OF NEW YORK - ;�,a; NO.01AD6131281 QUALIFIED IN NASSAU COUNTY EXPIRES 8/01/2013 ;;; i Site Name:Mattituck Fire District Site Address.1000 Pike Street,Mattituck,NYr'-;f= 586 EXHIBIT A 587 DESCRIPTION OF THE LEASED SPACE OR PREMISES 588 589 Drawings'labeled LE-1 is attached hereto-and incorporated herein. 590 591 The Leased Space or Premises is described and/or depicted as follows: 592 593 594 L. 4 „ • „ f'1,1 Site Name.Mattituck Fire District Site Address.1000 Pike Street,Mattituck,NY r Dzt.77.- N Equi•ment location `'*' Mono ole 0 50 1oa • Key Location Plan View Location Address • Example equipment area Lease Exhibit LE-1 Page 1 of 1 1000 Pike St. Elite 46'�'t�� u Mattttuck,NY11952 Elite Towers,LP �����/, Existing buildings TMP#1000-140-003-011 1 87 N.Industry Ct.,St.J, Client Approval:Deer Park,NY 11729 Prepared By: Draft Date: 516-410-8730 GTTE LLC 10 May 2011 595 EXHIBIT.B - ' , 596 ' ' - DESCRIPTION OF THE SITE 597 District:1000 Block:,003 Section:140 Lot:11.1 on'the tax.map of Suffolk County,New.York,more commonly known as 1000 598 Pike Street, Mattituck,NY 11952-3236 .. ° `, t, —� 599 The Site described and/or depicted as follows:` c` +� • : , 600 ACGXNNING at a-dri l'l -hole in-,tha• concrete e idoaal-k located at .the ' -northeast corner of- thio:rparres-i and; the northweit corner Of lands of the b1attitueR Tire 'Oietrict, .which dril.'.hole is Hci,ri'I >63, degree. 45 minutes 40 seconds west, 47.147 fe.a.t from they.'corner ,:,4ormed 'by , , ` ' ' ,.southerly'the lire- of :Pi�k.'_Street and; the westerly' 'lin.,.of .Wickham .; ' Avenue i " ' ,HOMING TRENCE from es id ,point~ Of••beginning:, 'd•outh. 26 :decp'ee0.‘'42. ' -minutes 20 ieconde 'East, along said. lands -of, -the •Mattttuck Fire District and lands now or formerly of ►lean A. C>:loweki, 21545 -feet to A point: ' " , ?ONCE along lands 'naw or formerly 'of ,,the At`eniolew -winisra /states,, South 67 'degrees- 40: . nutas 10. e®conda.'Neat, '32.,9.7., !set to -a 'point ' being the southeast corner _cit lands now or- formerly of Auth 8.: tpaussi, THENCE along •the leando of 'Arsuiee,-'NOrth '26-''degree/1' 45 riinutie`. ,V;$ , • .. seoonds asst,, ;32,,04 :feet t_o a''point.,oh the southerly' side of,:Pike' ,; '' stmt': -• ' ' " ' = „_ _ . ^ r TH!NCts North '63,'daagre®a"4 minutoe ISS-e4Oonde coat, '53.,00:..feet'to' the. point or plaee Of D CINNTNG,. 601 - - - - . _` . .�- - r' . , _ ' a. 5Yt'.; '4 ,_ rrY ,. ' ;);=:-:r r _ __A',ti: - - .. r , • • Site Name:Mattituck Fire District - - ' ' Site Address:1000 Pike-Street,Mattituck,NY , ,' . ' ' r'r« � _ - ---� r 1 , - ' • - - - -• A • I ' 'i yypp .. ilii ✓Iz�nI LL j;.„.e,-;/".6),....1.1,...."2 , Fn,. LG� 1-17...6 ....7.41.-t .,LGC.e,P14 D.:61c2.!.....14.L�f C .r c.1•6 • • • 'Ii.1 ' ?l/�7 L d G (2.40.1. /3-1-11;,..4 ..4-1 �f.G'1 L 11(.(,-L c"/'LGGi A.'•7 zGl J.I. f , LL4,F'4 t�a•L. �GLC.c•ft' 17 la.,C,s'2[?`L c''<r1 G� (...1. 4..0• �'v 2 vt:-') t �. .l`t 1�- (p/P�`1. �� + i,•c^t1?t L 7 r 1.1i1 •I I 1 _R1 tP1' 33•c(�v 1.en ar.,/•.t, .. RK!t le. .cC�1.c. o� 13,11;414.,- (2.111)V6 . j) ,� dF a + r � v-L ,t O. Grr c, r,y�2LeCed� Ldp( ,.`1Zfi C`�7v10z(1Qtfr. �Zi ,r ` I , tc. ,,7a. #.'�eLG•/Z l/�/.Glce ?4,-7.4$.- 'stili Ai.e'iti,eL.(. q-� 1 �.u% , dc3,• u. .1; t ,ga.GZ- {1.a47. ,LG1. Cr .i.-/A-C' -1Gu,7-i.(2 4...c^r..7.6i� vGz.cG,ts.Gcf•1. , ,f`' - ieL ii I�1 1 '..,i,C,.LG� •.�„i.'17r'.c.CJ.• r ..,.. ,¢c7. . •i/-a�, , '77c .0 L-,ziiG�cz -/ . '' L, F 1 6z.i..n pc. ,I:r ,', l45 .(.L-v' /t..r.i•YLVy,.,.... 0,-d- 'Ape,/ ,t -6 ''r'-' tit�.h-•L1.rU0 •��JZ6q.l� . ,{ ef 9�n tr�yLL n 7-t�z� f&Lef, �.� G �E JG Ks .42,61,,cit 'z:I 11.1 Ar I1 �GLzff l � t-G iCGt^,z. , �a.4'4.2.0, ,..4r-�' 1LotG/../( z ei 7 c.�; ,).,le../ , • J . . I Ii' I /11,444% 7'b1".1 az z GJ 80,J.i.s. c z. ft. c t-C2 C+bt'Lt.7 .f7acIG de 3 1 e: 11 !I y LG�lF�Y..t.1.41•� 'I; I c 1 7 • iri- i'ZCc1.GG(. 1'f aLGoyOL. .-7 1•74/ 2/2,1.C.. ./11-e-1.7-Lir ..,7.G•'cca.-1 , LZ ...� .� i. I ,X L.i1c L LI^zzzL[{i -.C;rtc fL •,' hlcz{L • !)'� �GL1! riz- G.7•v1.,A: yv�Y,zG%G!/ •,-LC/ LLL . A, rf•r.itt 1 1 d u fr Jt.` V.2ia / ....!--a- a...-,.-r- .Pi9-?..1GvL 7� ✓2-22c:(44 /N} { Va G ' AV Al/'J.fi 'f 1,- . V 'L ,,.'✓L 1�1. J.✓+-i-�... ,/ �+o...6G7.L_- .kL•�I, .l.A e.c,l • I •I , I I . I iJ(• L It�LvY ,i;;._ . ii.F 1/! .(.G�• 2Le lO.GC „c1,.,--i ,' z/y .. • % I I, I 4r7 (/ �r tii ,C111 ei.fG1 vv L^ vC- 1, .....„Le 1-L z1- fLG.- cvLtCZ-• .•G caxzG1- :l- ,i. a.c...---0-.1 (L, D1zv•1 ' 1 1._, fv-edel-Ci . I' �7 ........1(.4,LCJ) ,i?/ „4.-7- r y r,....,.. i,..,.,..-- _Ju,,,,f. ..... ....„6,...3.4'..- r-� � ,2 ((r7LGGb7c7 .xGr(JY � .7srLG4[7L✓lXcz?Lf,yI; • 1 /%w+OO✓Lfli L�vtG„ �1 LLi�L 1/ /rc r...--c __Ail.. c<c2C' r :q Li, LG•1 L`C ,. -L i/1 i'I.1 L i�62rza.G 7�LVy oL `LGJ•4. 4 vvu ' t 1 I .r7 J .{L!•L �,�(2+• LF.. L'611.s->-rA+-.;';,.2. ,17101... GLC(( ,atZe ,C..422:-14.i Ow-r-Gi VI , 7' o,,�,,.J// /.f• , 42.A.-7.,: ,T., t' 4.r .. v i q A.- i .%ti ' 1-4.LLL,. -1z-44..,f.- .yaz al'',-�• Yr �1CvLG� :4'uz,z•t•ZL2-, , Lo- c rz ;.t.C,•• 't'L- - all-e' -C 91YL'1r v4Ge•?-• f./,b.u 217.L bC.4 L .i:.I.w Y�LI. ,.d.e1 e1`; I '4 a l• c.z..... Lr L.• 2Ck-- -r•zG`� .4.4.%127 x e c t.L v�-i.•L G(. L4.,iL "( �11 _�_JJ�1 cycz•: t rvicer tt ; 1I` Ow d a. J.l.r.L L6� ._c-..Ge.L1- L{. Cry 7.c.L Ci.1 I.d... LC:Lt-C.G /fr. (I-71' 11/�,r�1. i II' `�, i C. 1 L !! t i /'✓2,L 01`ft .2!.'YL 1,, rL/ �Ytr". ,/:.,,_�-• �A,s:1..2',f.- G�ilr 6,,,r)-t-6,..,,,s c t_t1- 7 .I I�ltQ. 1 tLLv Ii/ tt ) _ / �� + 7 I 1 .-.12.,.21.,tCa. i ..l c). ' ,.J.L L:o ta'.. ,'t,.1.1 f2 i... u-e'L•v-t(+-,L -rL. 1 (( ;,yy" ` ISI. 4,",L 7• -' ���i it y� :v1•LL .�7.tt&I;L. 1L'% G �o.t1'- / r / t 7' z'L 2 C ,LL,. n 1 s. 526'}]'LLLL'1. 7Y•t VC"' �27�'f I .1 ! .?PVT--• •,,1,.t_ ._" JL•77L"ec/ .i7; L.e 1 ' . ((// I rr J. ,!. 6 ,C .r'1.c+7 z C' (‘,,r.,',',.:'-2. 1 LC. ,1-'.7:'Y=I.L• �tLG• .....LC1. _4". . 1...'.C1Y 3fL.L`LL �Lp ,. , , ,s 1,, •, _1 J„l, - _-,w Z.•.`_e7..1Zi....�• ..w�•-- �r4 4L.(.zum( -�,c-n u.. 1���"' �.>�i'L'».1Lk:C,".:��'� Sii'ia�Z4iiTim•�`-��;.. -•-.'.' '- ,r.:,.'., _n-p 7 t•L.f, '1 e .'t ,1' 'a.1-47o i[17 L`1 -77 GJ/77z- 0-2.1.1.• 7 :1/ 1 '•1,,�"T.r r1 1. ,•,.r,' i:,1.7' t••t,42»7'/_?'•. rT-,c t�.�/'r •7•l)_L t.,/,'" /' Y,it-.,,.s-Gr 71.1 y- ,t 1.k.. •-i . -fU C/ //7 1.i r. �L)1, „) ,/771.,J+s1.77I wJ J'7 Z cn L.2 T'{,7.i �e2 1l f �, • II ,.• 7„ -,7„,1 -i?,.1 ,7.7 q ,/ / I21 1 t7Z!'i 7 71- T 71)4.-4....1i.-1.":!..;V•t ,L y7"7;?7 f fff��� � ( flI L— L .?Z'r.✓, ,27-. t-,•,97p"42,........7,--). Y1�. /ter' 1 _'t'272'"i. (""y E-0,/.41 ?-7-4 l-t1 --,7•''r r/ C' J/t�,J7 / / 1 � 1 1`1i wn r;. -2.4 •7y(2:• .q r'Cif 7•j ' )1t 247h..: 9 c r ] l-elll 1Q L 7 01. 7174+y ='`2771 �'�' '77"7-•r�-t.� .:_„7.t•(7 �'L>-9- Y �•z.:� 7•n� ) p • ' {, Lir/•r j•� 7J -/7 Y'r4,•1 . i2 2,-,... ,271,./-2.T•t1 ?l.1/ 1 j-,,' ,., )1_. :,t 12+`� ••'!1 L•ni ... /l f t /• S T' 1. • f `-,-r, -c e,,7-r7!'7 2y' -t ''v ' 3-7.;',..2...,....A?Or' ).d y�z^L•2 t•,•cccc.a7' �. ,'�!• f,�,. L/' !/, z t�l/1 --rt;,-3•r! ) 717,x' 77-t..,.•, �`.Y1�.,,.,'t� -i z7 '7'`•.t'c.c -c�• ..• G1 � /' p�7di:X -�/y-� ' •r •t,a r." _,y2-rr 77 A ✓°7 —ri P -I- -'-tcL1 ' 'JL-'1_, v)1n-•.r/ •t-r .. 1,r ' Jres "1 ii • `7 -,..e��. :,",731, 1.c�:-61- .-I; C II 0 , . C i ti f/ ,x'7.07 -777`1 C .-11 �J) 'Z/?'r 1,77Y-* 1-�. 9 y 4-1' 11^ I iI -'-Y1" 1-Ln Ar17 '?-f1 F7ti^t•a�,;7,J� Z 7�z�a 1 -1.- '7-z••••`-',"T" 17I , /?' I • e:7 Y L " fJ �. t7/._Al I 7),7,•7.7'7-7-- /77.2 • _7,-5,7- cccJ 47:- ;1?Y 7?Y1�?in�1 y•;•-,-0 /2y7,�"(; —)f 7 *ICI 7'7".."7.7 4 7??.cj• _7z z:-'.72,7,- 7V-1 -1 7241.7 77?�77� -.7-2 ,4 t/ I / i •�77•r`•7 7 7 t f' -,...7 -7./27-,-7;1?Z 7•I,:J-c-c C '7T1^� p,, 1 _77' --ri.c.c ,..'3"n , .I•1 :•Gs j.,,7:r7/'-),777 lel 1_•c.77-i)11y' 71.tG1 x.77' 1•.1() '7,4L. tL1142.c7� -7 • 71711! • ... 4.1I T'-c•" ,.t7 G.1{e') '`1 I,2 - - Z7(! 3�7-,? r-ri't7 i)'?t(ir71 7-t c L•t P i ' II 7r/J t r/ y • 1 ,, ; j•y7-,>z vJ'f c �Oy+•c! •r-L 7 9 2 t Z?"" -214' ••7•.'7- c c -724. 13.1r . I ,i -72-I 77.7 %77-VYJ2•e�V /1,.,,,., / ,t1"FY272,i,` -7'Z•L!1 1 7.71-17 -1-/1-0 4 , I; --1,-,77/1p7"�;/ <v4Ylj1 V ``1 ^v '/7z c ?71+' /2?117.i T?� ' fi; 7 ) l L' F3 n 7.t,7•zn � � �� /.741-2/s't,1771;l') -r1n� 0" ,111 I. . 0 t t J i I t1/) L' 1.79413111 (., 41 • '2 2.77 1. 7(1 7..rZ+1v.1.1.t .41.. V _ -7,V.7•'v -'�,,.Z, . 7 1,_..� -'r�7 ^%r yr -3f;�.1.r.'.1/^Zi .'7,1,,' `.1 7 b'Jy7�M 1 t `f Q L �777t� -�77r • (12 'J7�YJ �','�ti� ?.....1 in { ,yl/Y1�41 . • C• r� .�f- i' -7T7-zztm•71 IV ,-prl-lat "('✓ 7102?(i T." ^�1- 2,,,147.,;, 7?4- -.)-ccc/1,,Lip 10, ' z741t/,' 7/7 .,,r 7.,.2,54 ,�-pl.:, -3.7..,..-)^1• .r-7717;•_Y�Zyr91:' ....7 '' /' '17' ' k. 7 t t r y. 7^' i 7,7 ;)77•L7.JZ77 7 .1-1. "1 JJ !. ; : :>;,�7a-! „1-zt t' •••••1,1 1,x,7o->f'r. 1...:, �/177�'!+' y1�NJ •7••:7'C.:- ^'C77- ;1� - -,y t' —7,y,7- 72/7-4^:r .7 _ r 1, ^ . 1 -et-7teg7 T ,7c(11.21.tt11 w -7.-14.7? 79-77% --t- ' ` 72-77,fec.7 -7-- -,17r-- 2,74- ,7,71 ••• -7:77.77/ r•7?7,: '22,,- nnt'477 rip 1 2.,..:,. c ' ' 8.1/ f r , I: i 17 6 9to • - , . , - - • ' • , • I., - - - -- • •••• : --t.-- - -.•:: • • • , ••:.•:"•••••`-r•-•;:•..-• ..,..?:,••••••••.:.,:, -•:--. ..,.••,.,.....,• ... -..-..;:••,..--. . : •••'•• ••••.•‘': 7. •J. ,.••••• :•••:,: • -.... * ,• ,. -, ...,. ,.: .,. .....,:.:,-.,..- -...;• .--!„.....;.,,,t,{;,,,:•„,:K-,...s... i ' • • . . • • .: '' — , •••,••.•.-'..• -;.,:..., 11 ' • • • .- I:, . •' .• . , usik 171.(i i.i.:E 78 • . •• . . - . i .• .. ,.:. iii. -, i . . . . ..,1 . iJt It), lawalawm, ill....1.AW SLAW PUNI.MInill • . It . 1 . 5..,PLY0`,",;`,1%,,TP.1 fth..,,, „..004.0, '.--— 71 EiNgalaWAY AI= I RECTOR alT.. Haw Yowlt . , •1 . lClui....tibi.1,lA 211142.1 •" :1' : I • .1, . Olio littirtitttu, :„„de HI ilge ., 2,' 44.--- da y of • 'i • October ' ,-lune/tin hundred and bonds' thirty •:: •. . i 1 • • VitturrAt Melville :A. Kelsey and Irene L. Kelsey, his wife, residing . . ...;,:„...,, 6.;,,.. • I . at 10 Alioe Court, Lintbrook, Long Island, New York. •• ••''17. .1... .ii• :•-• '••• ''. •'• •'-'•,.",•'''.:.•:.,;••::••• . : . . . . i • : : 1. • . . . • . . . • ' r • 1. • . . . • .. . . '. •• . '.1."!.5' 'Of ' ,-,-' .r . . • • ;::._41"-•!.--.. : • 1 , .. • • . .. • . • , parties of the first.15are,..h.41...• ::-.,! . •••,..,.• -...'••-. ':.J„.-,---.' -,'-..‘,.. I . • , and i . ,r7J . .:.".!:'1"..':..1.-...:'f::,1, •'I:, :;::':,\!::i..''' .. ' 1 • ' P•LEAno TIITuax 331.S 0 TRICT, a duly incorporated fire. 8t r ot2Y ,. ...,,..,,•,..-.......,;‘.i.. ....,....,•,:., :.. .. ,,,...J... .:..,;;.,..,..,,,,,....,i .., ' • : located In Southold :Perin, Suffolk County, New York' with prifloipal..1, • li: _ •.„...:,• :: ,e, ...,. ...,,,...-..•:„.:,,,,,,,.,,,, .. office.at Mattituoic, New York. .. • . ..-, • •j'4' • • '.••• •• •;••••'." •••• !-:•",./ .';•••••!, - ....14-so,' ,;••?•• `,•••• v'•••••.--., ';:•:. :4•'•••••: '.•• •', • . : • • •.i •a •' :. " ••sitij• •7" •'1;:,•i2: :•.• . .:*; . - • • • . • • A • c - •••vi ::• . ':: 1 1:447 ir _`'44....r. : . -:. . V-) 'v:t.**, -•,`Y...?.' • • . . * 'Part y of: 0 VAicemflitark !;, 1 V!•:.: ' •' ••• •'. .` •••-`?•;',-, •,r,•,:•;',•• . • . . . . . . 3111111tiittil, that the.part lee of the first part,.tu constdorairou of. . . ....;::,,.'11.'..,..., .1:`,.:::. '-.. ',,, ...,"... :.; !,%,.•:••••;:',..':,•:.,-;,- . . , .....- •• .1-Ili.f.7,i.z.„vithit'... . ,,'.::.: ',... . %.,e'•._;.:-.'•!..:2::-:,, • • • ''' , ft•'':-.. ..'•:. ''.*. :".. .i: .-!'....i?f::;:::!-'-!::: . . Ten (10) .Dollars, lar.ofat punter of!hi:Untied States:• : '.., .4..V.,:-,' ,...- 1.... ...• _ 1 • , . • ' • " • • • •, , • ' "•.R, • • , .. . .,•,.. , -4 • ,f.„.,;..,7•.„,. .. •• • i • • .::11;,;,:...I' ••'--:...' , ". -• • i, ',.'..::..•'...z,.. • ' ' pad by the pari les of dee second port do hereby grant and release maid Ike/tarty i1:•••.:, Of ihe„segynd toil, their suaoesaors • • 11. . • . . . . . - 4 •••:. . ':•'''‘ ': .11. 1 :_---, . and atm-Pr:forever, . . • • .-..•. ! •,:;..:'.:: .;.:.._. ' , . A.11 that certain piece or pareel of land, situate, lying and being: : .. ',. .1_,........,.: 7 . ,I.....•,.....--: , at Matt Itnok, Town of 'Southold, County of 3tffolk and State of New •,_:,,,',..,. ..,...... .;••• ,•:,:,..'1,„•:::,''..z...1,•;:.,.,,; , . • I ,''••••••'•'..••• ; -.•;--- -•••'.4.:-.: "• 'York, bounded and described as follows: 11 I • ,-::-.''''-i. '' '•.'....:5-'.•%',:‘..'. BEGINNING at a point on the southerly line of Pike Street,n . . • .;!,;:. 1.,.."„:,::, : . -::.:e.‘2',. 1 II whioh point is distant 110.07 feet/' corner corner formed by the 'I •'•,•, -•.:.', —, .,-.:".•••••••.•. qn ;I intersection of the southerly line of Pike Street ad the westerly i . .. line of Viekham AVenue, ranning thence south 20 21t 207 is, 1,83'5.1 ft ii. ....--••••••.; y....: f :..,:i..-.7.-:-;.)..., ,,,,. ., i! parallel with Wickham Avenue to land of Alexander K. Brown, thence • ' • 1 •••••:••••• : • • ::••• :•':";' .'' '•,.. I• 56, 20" west a_long land of Alexander K. Brown 45.33 • ' '''". •• •-!-!•••,••::: •-•::`,.*: south 73° . feet, . th.ru a line of.fence.posts to a post and land of Frank C. 1 . Barker, thence north 26 42,20', west 175.95 feet to -the southerly '• • • • , „ ,. .... A • A . ,,..- 1': line •of Pike 13treot, 'thence north 63" 45'40" Eget along southerly of Pike Street, 65 feet to the point or place of beginning, ''.•••..L •• • ,t,!‘. '...: •-•.' ' I , • Said courses buine taken 'rola a survey wide by Otto W. van Tuyl, .• : ! c,: •-: ' ••••• . ' jomulry• 10th, 1028. . • • • .. . • • . . ''': ' % :,141 . .: ..:' i . . . ,..f..10 •-•'-',.; ••:171'....'•`...:•...,;:•.•.4-••• : ' • 1 •••• - • • !tlf.;':.•••,,,.• -1,,...:,,, P.4.:2*.S4-*". c: * • ' *' -- - .• **'-'' •:.:*- '*':' ...'*:' . - '.!• : - . , ' .. c.....,' '''''':.•••••,.• • 114,i 2;-•':***^*.::`•'.,.' • • • • t • • :., t • 1 • i .151.Ri 71 Ei v.:.r. i9 ' e7►egriller with the attgrtcnaorr.:r, and rill lite estate and r;g"lr:-of flit pat/ y at/:•5:;a••r pad to and to said 15s-enures, • • ,1 (til I(itUr tatlb til Itnhh the ttrnuu•,r kr,ai,panted ted nolo die party of the sr utnd tart, their•su00essors ' . aud rrsc/{n c fin CVO- . Anil Rtc.atIII part i.es of the first part F� covenant as[zl/ortts: • '...,..;'1.;'?!...,r ' •3iit t.—T/tat writ!parties of the first part are , r vi,-,' • * ": • ' srrcrd o/the said trrm,srs nt'fir smrpte, and have ,{r-nad r{;/tri Mw warn:),the sante; ,,..,i,.,...,:..; x• girt.—That the part* of the crmndtarl stria/1 quirt&enjoy.the sant frcntiscs; r ili 1• illitrd.--That Rte said premises air tire hen; rttcunthrntrus; 51 I' ; , , f ' • , `‘=-::•••;.-; "" a - • ' I I' • ` • .:• Naurtlt.—Thal the f a,i jos of the first tart roilt a-ren:te or:p vent any.frtrt/rcr' `',3• s ,. necessaryassurance of the h/tc to said flreturses: v r • I •y' ° 1 �JTiftll._.Thatsard parties oS the'first part t 1 rise i • " • well forever warrant the/ilk rip said pirnases. - 1 • - -y an !ir ijttjpgo 1il!'1prraf, the part les of the firs/pat/ have '/tctazinfo set ,• s I •' " '; ;tbe,t* hand• and seal the day and•:i'r tr first abot'a written. •..,--1.‘cfr,c,:.,--6/_€_--.X-,/e--e:2_c-c 7, L.s. , c ,...1. [`• •+ zytt j t? _ . «;. r ,raj/..y.i , ,.<,. 7�'�1./p..6.9 • L.S. • w >�2.'' G ;,;; ` 'State,of New York' , 1 • • - { [.r :a {^ :Cputity,of Suffolk i .• I r "' ,� •,I ' ' ; ,' 'T tOn the /-: day of Dotober ,nineteen hundred and thirty N t , :,I before me came .eleille A. Kelsey told 1rrlae,•L.`Kelsey, hint viife, �` f' t7. i ..- . , . .,.'I+ - .�•, - • • =.s' •' to me''known aad known tome to he the Individual described in, and who executed, the ford- ,..,.•••,,Y.:: 'r - ,.g•oing instrument, aud.acknowledged to methat t hey- executed the same. - .. ,+ • cul•'7 1�9f33 I !' f/( '�tr YAM ' • //�!/, t�•wr�� . • . ;I- W •itRMf'ciM � . arrl+of Ho9o11r • • f . • 'j - ; • y, c newt - _ _ 1 —.. rt. 771BY SR X.7, D1(373-7.4Oevwnt arIt►J.I. ,oaat ln p L �. TLTF,LANX au nn nl„,,,w„u„rJ : (Lean a(1717,01.,,III.Bt.tWar7?oral A.Clap.■C7 Tare a(1777) rur.le LJNLY,n,R'pe, nsv,r1u 1..enJa f-, + LF � 5 rCfft0 ,,Vitattn uta y #,. i r F * � ,c ; . . , `I, I. ' Made the 20tht ;i,' day of January Nineteen Hundred and ', �' i ) d_ Yorty-eight. 1 t161-d-1,,., - 1 fthIiru MELVILLE A. KELSEY and IR= L. )01.1.mVY, his wife, re- I 4';�, ?rr., llI r • aiding at 19 Alice Court, Lynbrook, Nassau County, New York, ���''r <tsu t • ' • , partiee of the first part, and tri, • t ` I THE MATTITUOK FIRS DISTRICT, TOWN OF 80 DIEOI.D, Sm(p QrT{ • I- . ` t t• 0011T1'Y, NSW YORK, with office and principal place of business at Mattitucic, Suffolk County, New York, ' ' � � f LL� 1. 71: 1 k • i _ • part y of the second part, , t i e �ri�that the part ies of the first part, in, consideration of `,', "� "� - Three Thousand and 00/100-» Dollar 7T�L d (j 3,000.00 ) lawful money of the Unites? States,. • a fx N zi ` paid by the part y of the second part, ' do• hereby &rant and release unto the panty of the second part, its 1";yfi successors and astt&ns forever, all that tract or parcel of laud, .Ir 1 q3r 4'• isituate at Mattituck, Town'of Southold, Suffolk County, New York, .'�"''�`a ' t 's bounded and deeoribed as follows: Beginning at a point formed by the •+i,. a , t _i intersection of the westerly line of Wickham Avenue with the southerly. 1 I r line of Pike Street and running'thence along the westerly line of 31j 1Wickham LvenUe, S. 20o 21' 20" N. 199.1 feet to land of August Armbrust N ,.1 M? r j ,..a thence along said land of August Armbrust, S. 710 B8' 20" W.110.03 feet ' x `' to land of Mattituok fire District; thence along said land of Nattituok .;•,......1.4,-,1`.,',-:.-,,..-.,.....,..VI o i Tire Dirtriot, N. 20 21' 20" W: 183_31 feet to the southerly line of s) >1 r , said Pike Street; thence along the southerly line of Pike Street, N. 63� F 1 ;, , i 45' 40" N. 110.67 feet to the point of beginning- +r 1.. TOONTHER with all the right, title and interest of the partiee of "4.ilk: - ' 1'•.. ' the first part of, in and to Wiokham Avenue and Pike Street, to the , ` i. 'I='., center linea thereof, I )lute lI 'j � ,) Y t • ,1 (' _ IN Y,tf J 1 li!i t Iyyy.N .II • Vii` ' • • fir;Ib•• �. f. Pil .1 l':::.4 , • I +x.41 Is s 'F �Y I �, t .,,'-. ....%_-..,:i.5. -.i . I s sii'o /-4,7-.0* ./1,1 4 i, lot: 1 rt ii:.1.1....---.;•-',10' in 31001]it11f� ; 1*Cf s� ,• - •"4.,•,--,,..' 1 $ 6 B 98 117191 As:-. " 1 r � I 1L9771.m1 aRogD .adart j?7Lv App 017 lxtes Pup }gyp*star[ sT R3 R of �1 ': �� I 1c7,:.?.,,•,--...'-},---, ,..rz 1 aA� ;84 o do Po•j9"v'•� 0111 1011$IJ )0z0 'p. 1t -,1� ?'"�-t F kY ..;:'14 .t �1V+4�� i s F- `.1.,11:7,77:" ?'1 ,1 I n_ ti .:Fi. ti •� �,+„•off y% 1, If w + '` re',21'2;';';'..:' y w `� 4 ' \. 5 • ,..1 T:^`�+•nx au 1 it 51 � ..f:'.',,..!•:•.. L ,. i - '•� • •".4::‘,.,.:1.7.,-'1• • T rt a -4 , 1 ' •asodtled tarty; Juv .101 avrns ay}/o iv i J'j Jo : ) :'i•t�• '! , -; ' 1' ti• 7.27x1 !un ,Ou?8'n a.to,/aq 71La1u9ao•Ld1U? 91(} Jo 7soa ay{la 711a1LQ11d atp 07 7.4._a71LAr 1 1 '=' ` 1 91(7 iijddv mix p1171 71ua'ulaaaedaul a1(( Io Iso° 9117 v?/!nd ,/o asadlvd alp rq/7s.t?/ 'i• y'4 ;K .� y p, 4, I ! patjddv ag o7 pun/ 78'11.(7 v 8'v.uo?77o.lajn9Uoa Nom aa29aa.t 47 7I/P14 a'+(7 4)107! 11.1 gn+v c ' .'� • 9auuflaavoa s11f7 ro,/u71}uta?nsuoa 11j7 a.11930.1 (j?QL au p a7(i 7D1GL �.YI� .%.4t I ji 1 5 • • •ao,tui.td P2vr 07 97717 ay;Z1111,..lt1 .Lamm:/fl t T W J ,y l er• {.Y I ::�N'111-1' I rz 1 I I. Asad AeZtX a1i� ao ea;�asd mot Mr *1im T ; _per rat 4':-......i, ,,-,•'...'i',,: r Ira r(uta.td ppm. 03 917?g ow/0 aottilinssv iltussaaau .1a1(1.ini II F, I 1 K`'s • -'%•::.6'.s.--.-`k.G . ' /lun 9411001d.10 97no9r9 jj1% 7• 3a.11/ 117 /°• BOT 7.Lvd nil D7Q ' Pli • ' -1',.a.:0;i1 ' 1 4 r :seouvarryi7tau2 1ao4/oars an) rasp/laid gnus a17 4A1i.L 1(}111 '1 ' p '',;-:"..Z',.;4.-: 1 f. G' 1 h �` 1 1 1, Iil" r r .2:: I rasTute.Ld IST =•,>;-s .,• +t . _ P1nr /!opus /tt2s?7)h 71 7L17d puoonc a7(} /o LC1.Cod nil�. Z -4/11414§- '-'3.1. a ;^ � I .',...;.••:„."1,..,,, fiat '� I ' ;91uvr 91/3 Paal1oa 07 g1( it pool aaq pun'9jdurp 99/102 rastu191d Agus Jo pmor �z+r 3: E *A i I ti zi I • f�I 'Y I k 9T Ses Ce3I 'Y ettTA 9 PTAs 9t»l L '4 01 +;a' t!!...`•••,"':','.::, :smojjo/ 8A 31911aaoo II n` ` 73d 98' e o se .red D6 +' .' � � TS' q� S i� P7 gi�� +1 x • '• s 1 •17 •1909101 ruPjrsv pun ssoeseoons sgT•'uvd puooes 9117 /o ' +S glad e1($ alu71 pagitAl;1118197(aar17[Lald 9117 011 04 ore jf1p it . . . ' . 'aasllua.td Amos o7 pun ug !rod 7a.tj/o117./o .7.td 0117 /0 9171;14 pun alv2s9 0'17 1110 Pun £90un1197L1zddn 9117 'Via!j pil ,� ' r i V9•l1391'0 'Yi?1n':U1111 • I ',I a ,..l..'•aY, . . 'f:'C" O:�r, ...: a �4 -0•ti . ,.o a ... .:. '' a ra r 1 t 1 •1 ..- . ,.. . -. .. •-• . . . . , , • . • .;,.•V • ' ..,....0..6..... 1. .,• • to.....•:•0: -'...::: •';'•. .j• '....'......'i,a• • v,. . 4 7'•-,- 1.,...:2",,,.., •.„, ,-,.. . . ;,•.,,., , • ..•• , , - - -... : . • • . .:.hi•-_41.."‘.7. . - x ...T.', i,-.`"'-7",„,"",-..7„:„.•; _,,., .; ,-.1••.,,.'. ,, .....; ,,-.'-'..2 •,..••.,, .-•=esf.•-•-•.r-', •••",',-.:•••:•'.- '' ,' - • .• --,. , " • . % '-• ''-''V A-"-- ' .4''''''., . ,---;•, .' '', ,-7'',-..,''e"-'•C..,,i . , . .,4.,,...'W:...; '.'; , ,1...,. .. ., '^,,tr• s: - , .1 • >. 4 4'4.-.,'., .,,.-1,I"..4.,-.,,v.,-,i,,,t.n.-,•`,,,,n.-,:-i 1 ,,: •4 -.4"-'r."..-••,-,1•., •:J-,..••,,-L.-••-,1•-:,.41', Is. . • A.- '‘•., ®A P L' — -- .___ .... . 4 tte .___. bs -.. -•: a H i -, FULL COVENANT WTM LIEN COVENANT g bl.; Ei -', ... . . - g h IDELVILLE A., KELSEY and ittl:DRI3E0 . ..1'.••••••,...; ; ' ..... `;‘' • '..-- ', -1, P.'t, :.,Z'c!, 1*.• -...i-e ,,..... .. „ ,,. IRENE L. =SE% tt. o • ct . IC,' 41, . ,i • 41 4., TO JAN 23 i 24 pH,4t - • . er s-gx, — -, .-... .-.. ,.;--::::•-_- :. , -, ",'''''' '',Z sq g'zs- 444 L.: • 6-ri 1 :1;••r1-:;• ).. TETE ILLITITUOIC YIRE DISTRICT , • . • . .• •• ::•-, CLERK di' ,.. v,,01 e noloin: .w.. --. z:c.1•.:,•: .z.,•%-;,*;--.-,-. ..,...-,•,,- fit i .4' - • ,.., . ....• . ,•••1,* •-•,••-•.;-•.1131. :':-.•'-•-‘•:•-,*•-...-7- V .9 i . -.. ( f I +...-• (N. 1 (1 mil 1January 20th 191I-S 19 '..1 . 3 . ---4 --,, .... .....--. .......-..,-,—...,...,-.,.-,,_.-,...- •,..1 : i STATE OF NEWYORK 4,'(„7.44,r..V,T,'"4.,•k'4 -47:.':f' ...,,i..'''.'1-2: .-•••:-.4•-•''' ,=•-.1.:4;4.::,;',%.'C',,;.:,.4,,,,,,,..;.;4:, ''' ,'";4',..,14.4..., . I 1 t. ..54,' tt .. . ' „.;A I' ., ;•;', '''' '. ,-,•4;•,-,-,.4.-".4.4 Z.--.44.1",';-11 ltet' VI ri I. . • .. , Q.-Ott:11u ilf . . . oe. I 71 PC ' s., ,. I J..;,,.:' ,y-,• 1 •,',-;1• rril ',1%'•:21-,•1' -..-.c-,(-.;.•:, 4''''''-• '' '"' "•-••"1,•,1, -',''•A' . / i 1'8' • i . • ,',., ;'--7,,-,,,i,01.•,,,,••""er•".0,,,,,-,-,-,,•ril•-:A `,,.-"4"V1- P „L.%.1,:,„.„,...;..t 1,...,-1...t. -•,,N. 4.,„ -.. •••.,r•...,,,, 14 ro • kl.LT . ....' RECORDED ON THE ts 1 r-,s-.1 ,, C) ,.' ::-..,:',.i.,,,,,••••••.., ,..• ,•,...-r.,'.--....,,,4” "*"4::,4-sr` vs- •:. "••.......,-,',141.7,1,..T.--,,,,..:,.......,-,14-y,;:if„,,-,ez:.f,..1. . .. 44 p ..,. .-_-.-• 1-...iL 4,.1,,..-;._x,,,,,,.. ..-....,:.4,,v,..:--",..-.,,:,4,.+..,,......4,4 V.12- • .•.4.14.',,.1„,:;,...,..-,.9f.1:t-'11-,s-t----""tt12.1.,'•-;',4*-gt•11.• '14 ' cv fi • ', ifi __ eir/or-h- --.1/: - '.g"7-% L:17 .-: .-,,' 4 i'.; .,;11..;',','-' *-4,‘,41,,,, .4',?.•••V' I d,',.4 - co v. II,. . -:i.• t's .”=" 1-.:...'i•.:41',...',.....,--.4.:','...--÷:.‘1•1.':!•:- 4,4., l' .1.‘ ri,.1115..eiz rit.D.E.E.Ds 2§-E4,)" M , re/Riac_. , . twit/r-reinriiier/ 0 .....1,...,,:. ,-.' '•-- '• .V.` '. :`..' 1.,...;.;. ... n . 1 p,Ig y.j, !,-.., • --,--.. - ...,-;%4 • 1...61, 5§ .„, • • ••.. . .., e M • a tirl q F. ' m wt- A , . -, „. 1.. -. Record and return to: • -.• . William Wickham ; •,:'. Matti tuck, W.Y. • I {H -i 1 i i--• # • . . •-t. ' . • . . •• • _ • • •'.. - • = .,., • , • • . • . . , IV Ir • • - • .! •p••;in I,:••;K.-44 f 4 k•'-V."-e;...74.4.,;,„_• 1,•:k Ea, ..:151:4 ..1 4....:•.: '.. ,:, ,.....r4 .. • • •-2_,..,- ,14:..;',4-, .-: ..• .1 iltxt, irri, ..m...,-R,... . -:,. •,,, • ,:.,F.1•14•47,••.,1••• :t.',...•:.-...---!••••••!--,5";:-..--,,:,'• '..,i....,- t4:-4,.,:•., .Eire ... ' .....:!,... •'-.T.E..E.j..4:,,i1,..'-1,,.9411;?..E:,,,,,, '01...kl:ifa.•::::!.;::',..,.1;.!;;;,.:441.4^,1' ,iitS„-,:."--,:.• ` f, . ....",j2.- . •'''''-' • !r'-'''.-'1 •Z! ;...1,,e,...,V) ':'"4';''''',.•'-'...:*;1,'.:-.4.,,,,,._,,-,-.L7T • A„---7F-t,i,ix:7-247',--- -- 1- '-r••-•7•-r-"*. ' "!,---,- •"---...: 4"...,:s.7.-- .. -;,1b.,•-t- ',...,igiVikei,,v4.47qq• A .. •i•-f,Z, ' • tt'‘,- 1 P- ''••4-'7%,‘A`4:••• ".i1%-,'•s'-'-'i'i.'-".?""±--r. ,•.. •7*-L77:7•-'r-.7f-2.7-.-.7%. .01 . ..:, . z,Y.-i:!:,ii,,..,0.1,4-eizts,&zitat-17r4t.:-.7,s,--41r1:-. w I V.,1:•-.;".41,1T41,:-t•-..s:"'',"X"?-,''•••,reig' ''ii,• .F•, '7"t,it''' , F if Rt.': .7-I.:.:, t'•=',1:'•••4',, •', •..-1,.'- ,5,.•----:A.. -' . '..,;.-...-:;1'...:.....4.4,ft•e.-4! ..-,..hd•LJ_,,,...,:,... ,•;,-;.,-•,..„,m,, :z.,.tri.•-.•. -1-,::....:, •-•.L. ,.- ... _..-__...... :. , ,att..ilLi•g,,:.. „,1:;.i•'.-I.', -.4.•,,-_';-:,:'''-';'-•.1,:".....',e•••••••• "•'••'-'--.:‘,,r-i•-"''''-'-"'''''-'''1'-"-'''"-‘1°- '''",7-..-7, - -.,••,; •4.1.,.,•••, .•''•-,,":'' ::••- -' ,' ... %•• '• ' e.••r,'- - - ••-;ii --`•7,,,,•{-, . , • . , _ .. • C,•",• :•.;.:.,:,..• *'!:.i.',,,,f'•'- ,:. _4' ,-.,:-•-•,. .''' ._...,,' ., -,,',•-,;,.- - ., . •••"."-:".':-. ".'t-- ' ! :'•• '''';',, .=',":". ,1•-•,=4,:,,;1?;''• - r',....:,',7., , - . .:1 - .•• ',... "':-•'.i' 4••'- :•-;.:,,-.,A...,,.7•-....••F;...,!--,,.....•,.,.....-.Y..,,,,5,,,,,,.:;;;;:;:: ;2;;._.,..,,•,...,:-.„,-'1d "::::,..,-.,.,..„.: .... ,.,..:,-:.-.•,-.;,.......:,,,,.. ,.., , ...::-.,...,i.t.. .'-„.rii:.,,,,z-t,,,,,,!;, ,,,,A47,,,,,:,,,,,1.12.,,,. ',5f.,,,..,:,,,,, ::-.:„.., ..e.,..„- .. .., ::,...,.::...._..: ,..„, .,.. • _:‘-,:_,,,..„,..;,14....i: •,-4,71, . . ..: • • ,,: ..-41'.- ,-.--".'..,5,'„,-.. ,..-r- ': ::• .•4'• '.., '.. ..,,,, .:• -.. ,•,', ',- ,'' -.3',. • ..• .,,„' ,• ';::::' '.: •-,.121', '''',.`,.'..'r's.;:r•-,"Ail'.4,:'-jrr,-,3'4 • -1•• ,. ' '. ': . ' . '.• ."- e- '''- -':,- ' : • ' • ''.- -•''.. ,,' o.'.‘ -., ,:• ; -',, ,'.>",•",,, - " ',.‘a ' . -, ,...• :,`-'4':. , - .':-:;"..,!.,:-.•4'-'1-'- '•• '• -" ' ';""..4....r,",''';'tft..' ,-Y•,,, ,,,.- -,"-,.' '''' "'-,...,•,,-.., 't,..•..,-; ,4,:l' -. 1 : • "., -;`1. ft ,-•...... ' t% 1, '..- ' ' .. ''• . .-, ,. -, ^,,;..-. ,, , 41-!•,,,I.,, ;I.!....,..4,-,,,,,:Y.,•-•',:-,..f' , .,4. . •'',,-. . 2,..'" 1, 7;',.., •,',. , ..-'' ;.,.'7 •••-----:--•• ,'' ",,:,.:',., ,-...*. , ,;••-,!.; ,,- - ..t-,.,.. : ,... , :..:,r:::,,,.A, ‘ ',"1-,'.:,•t-•1_,I.„::'•'417,*.„,. -.;•'•- ' -",, ''''. • , ' - " -: •• , •"-,s" '':•''• -.. ._., ..___....... . • s.• Le, 4(14 mfg.DRe171n wadi da 4th day t danuasr,slsassea loafed ssininsty-ore. / � ,/�,-2 rf .. Cr PORI A. *l0ULSXI, residing at (Not) Youngs Avenue, Mattituok, L(_/..4/ hew York 11959 • t 1.7069 royal thelintpattosal MATTITUCK FIRE DISTRICT, a municipal corporation having its principal place of business at 1000 Pike street, Mattituak, New York 11952 page of the woad sett. = OA the pug of the Gist pert, rr it asidaedos sf TEN AND NO CENTS ;10.001 . liefdmete 'ofthrllaiedstrte% and other valuable consideration psid by the eery ef the sexed p,t.4eshemby remised venue unto the pater of demoted outdo o helm or au®muoes sad sasiiiw el the petty of thi meted rat fee" AU,that abide plot,piles or lend of keel,with the bnt{dit p sad i pteressems thenar mated,Amite, a DISTRICT b V sed bels/is the Hamlet of Nattituok, Town of Southold, County of Suffolk and State) of New York, more particularly bounded and described 1000 as follower BEGINNING at a drill hole in the concrete sidewalk located at the northeast corner of this parcel and the northwest corner of lands of • EECTICU the Mattituck Piro District, which drill hole is South 63 degrees 1 45 minutes 40 seconds Nest, 175.67 feet from the corner formed by • 140.00 the southerly line of Pike Street and the westerly line of Wickham Avenue; RUNWINO TNENCI from said point of beginning, South 26 degree. 42 i 1 BLOCK minutes 20 seconds lest, along said lands of the ilattituck Fire 1 District and lands now or formerly of Jean A. Orlowski, 215.65 feet I 03.00 to a point; MINCE along lands now or formerly of the Stanislaw Winiars Estates, • s'; South 67 degrees 40 minutes 20 seconds West, 52.97 feet to a point being the southeast corner of lands now or formerly of Ruth E. Xrausst 01 000 THENCE along the lands of Erause, North 26 degrees 45 minutes 20 eeoonde West, 212.04 feet to a point on the southerly side of Pike Street; �, TR3NCE North 63 degrees 45 minutes 40 seconds last, 53,00 feet to the ^ '� point or place of lrEdINNING. SING AND INTENDED to be.,the mange promises conveyed to the party of the first part by deed made by Ruth Z. Erauss dated the 17th day of November, 1982, and recorded in the office of the Clerk of Suffolk ,k\l, County on November 23, 1982 in Libor 9274 page 266. Party of the first part seser ■ an easement Fur ingress and egress t to run with the land for the benefit of the adjoining parcel on the + wwest over the westerly 5 feet of. the premises hereinabove conveyed, which forms part of a presently - existing cusbed driveway; and a personal right in favor of Richard Masgulski, the present occupant of such adjoining parcel, to store his boat on the congrste pad in „ . the rear of permiees hereinabove acnveyedpete I..4, AS km/Wu k i bay ' �,~du p* ea, 1 • • • C :4 minan • • 1, . ..n.y I.Ati At Y5 -iv rh• 1.611/04r. *T-s- YO4i in4 A' Pal di NOP,*pP diaP+s4 Ind WV+$N And ni yolpi!lie11 MUM NI •'' •at(lital at earomprq qq$jo stun sauenia"weft Ps++7i ii tt P+iwtaao ail IIM And.Wast+q,L vodipd ova Lir sal sunt up t'4i4+4t to Ind An Pupa tsolsq Airy la ta3 aqt la snarl op el sty Nam lc Addy Ds Pap lasoutudaq+qt is tos ails taiga le Hodiad M Jai isq met s4 a Palo W s+s 180912. flew 4/01 rings o1 t41I�+ 1 Play 164 Via aaslpacra tiNt la;1113111.11P120/0 spg SAM"U141"1 t++1+41 to And tilt Ian 1110131040'rpZ v+t l+4i IQ 0111/41 11114 aastldamo vi'Ind WTI M io And attl OP, map w Ohm'Autopilot ha Aus al sum a tis sop tato bigwig ppm till*num 11443tar Wain*413 Sill5P ana M Ind WI+q1 ie And+qt ltgt gapatsm Ind WV+4l I*And nil • • : • , • S , 1 , •i • 4 . la • • • • axial Ind plant tip lQ PM lip lm aim Pus ttowtotr ss luP1 WI'Wi lA dura+4l tgfitl PWaill*Ng lortioaldM atom lAvm OA 'MMtwM pin 14 Ind au!M 1a And sq to 8911+Pm WNW tis Pa wwWq+t d Mil tour= lamp null ram mg a mspruf pommy atott i sip IAImi l • k' E Pm 4»9I MQ 111 Md AM silt la Awi a*Is' 11*API PO APP VIPP th IPA MINLIMOL ,. i .. SI n1i6u4.�L..�. . - - ,• 41117*, January• 1991,holm oo Oo do ilia 19 ,iem so pormoGy tom pliantly swag ; • *VAAL ri a N11110132.1bitl ' to mu lama to be the Indiridrtl imbed to.ad who to to loown ta be the hadiridmI d...r1M.d Ia hod who otoctood Go• i hobwoa y ad IMM MwMd fo ieM>aiouR ood oe�aidpd 1W the Ens. uwatabod Om um 15066 7..t411 '• frfl• a -HEAL TATE Pav PUBLIC. I, ;t P . ... IAM o .41 Na.52.021.+s:., i e...tw,M u. Mr w r77 ,1 TRANSFFEER TAX SUifbl IS MIS tIMR1a1�,eallIfI1M Ms SIM7/WNOW TMltl t1.',Y Yr On the da)r of 19 ,Wore** oa Go ay K 19 s,btrfito too • • fmd�ra.terAo,Wet by mo 9+a4'mini Gd d*w and wtacri witness to 1!n tor.{o� iaarmaeat,with . ng that b.residua M Ns rd eeteetaied,litho,Wes a see*Ay t hom� ..pn paroled*� Jh mid*rtT • o thee M b da. • that bo Isms ' Go corpor.don described 1...d which*snood tb.!oryoaus butrvm+.tI that be to be thelndiridmi haom the sad of add corporation; that the led alheei described la cad who.sae ded the foregoing Ittstrvotatti o ..id hattrae.eat ie dealt that It wee 10 Nat be, *Id etthea taM whom, was and as Axed by order of the beard o1 dlredate of mid comma- execute the ramal and that tttthle Add whom, tion,and that ha aloud h woe ONO MI No taebu.,.M the taxa.the. owib.i is woo u whtaa.tb.rsto, Y mm_`` igar ssib Oak : Wow Manor r WasncaI Aare xenon 47 7Tr1.1 144 SIAM , ... t yr PEARL A. iMAMGULWiI axon����y O WWII • A' NAT!'ITUCX VIII E tITtIic' ""''`a I`"r"'a ill creta uaw,aoatct aart►Mrr s NNW 11111.MINIM aaMN r 11141 IM N>r■I': haws by*al" :>z !: WdNbwood h I .iMIITlis,I NXELITF LUNNeERa, AND r 1303X1 `x- 101e13016o 7't7Ma -1trnMetre COU +tr UN , ttm s tt 44111aia►1R1r • 4.a to u P.O. a OW I i. mow• Tame fi,AIda44.4 r IN 4E444 ie.41 A0.dr Li iCNTA,y06.tld,aed #.tM /'f7 . r g & f . !:.i t I . • ti .. ''''"ii ot ' M 1 t Vaal—�°56�i Ca..r *PINATA PIM PM1149.101.6peee.,,e1.Id.N 4 01/411111" �o�n,��cafes uie*ws nil INImUmNN-tsse aatismo r souse se Hee ss refusal eats b' i'!U!t'{� taa�i 14. r) m 1� W );...ilay of January ,sheik kindred asdninety-two !1='1'IYRrJf RAYMOND A. MAZGU1.9k1, roridlnq+sseiiiti f , 1*040 Hattituck, Now York 11952 . t?,+ . 1 ` 1 7ti4t1 , .lay, ., • c•) 'I : . . ue I*,rutor of the lam WW mall II lm*t of PEARL A. F9t8R:IaKI (Suffolk County t,usaagate's Court File No, 731 P 1991) ' Mattituck, Suffolk County, Now York poly of the Ar,l pial,and 14ATI'VTUCK VIBE DIRTHICT, a IeuniCipal corporation having its principal piaco of business at 1000 Pike Street, Mattituck, Now York 11952 {arty of the woad para. WITNISIETlf,the►lb.path of the tint pan,by virtue of the power and authority gives In sad by said lart will and testament,and In contidnalion of ONE HUNDRED THIRTY THREE THOUSAND SIX HUNDRED NINETEEN AND 35/100-- (3133,619.35) chiral., ' �'�'• the rt of � lawful money of the United States, paid by play � may)# second part,dors hiraby grant end reicete Nnlo the party of the second pert,the heir,or summate and "''° assigns of the party of the Wessell pan tannin, DISTRICT , ALL shat eeelaln plot,piece on prod of land,with the building'and Improvement. (limo motel,situate, • lyingand being In the Hamlet of H.,ttituck, Town of Southold, County of 1000 Suffolk and State of Now York, being more particularly bounded and doncribed as followat HECINNINl3 at n drill hola .n tho concrete sidewalk lornted at the SEL'rION northwoat cornor of thia parcot and tho northoast cornor of land* of the Mattituck Piro District, which drill hole is South 63 degrees, • 140.00 45 minutoe, 40 roconde Wont 179.75 toot from the corner formed by the "' southorly line of Piko Street aid the westerly line of Wickham Avenue: RUNNING THENCE from said point or place of beginning South 25 dogroes, •_ BLOCK 56 minutoe, 30 soconde East along said land of rho Mattituck Pire District 55.00 foot to a point' 03.000 THENCE still along "said land of the ilattituck Piro District South 63 _` degrees, 45 minutes, 40 soconde Most 15,00 feet to a monument and 5.. lands now or formerly of Doorgo L. Cullen: Lewy THENCE along said lands of Cullun South 25 dogrooe, 57 minutes, 00 • 009.001 noconrin Kant 152.36 foot to a monument and lands now or formerly of — James Nevar: • + THENCE North 67 dogroos, 70 minutes, 20 seconds East along lands- of , , !Nava■ and lands now or formerly at the Stanislaw Miniere Estate '15.00 Loot to a point! THENCE North 67 degrees, 40 minutes, 20 seconds Cart along land now or f rrtori of Stanislaw Winiert Estate' 54.20 fort to land of the 'ttattttuck Ft-a District: • I!rIIENCE North 26 degroor, 45 minutes, 20 aoconds Wast 212.04 feet to " .' the southerly line of Pike Stroety l I .THENCE South 63 degree's, 49 minutes, 40 soconde West 51.08 foot to the <t }point or place of DERINNINO. UEINO AND INTENDED to be the sante premises oonveyed to Panel A. x Masgulski by deed dated No/ember 17, 1982 tilde by Frederick William art: _s4 1 , i 1140711139 Krause a/k/o Willaim Prodorlak Kraude and Ruth N. Krauso and Iraoordod In tho Striae of the Suffolk County Clark on November 23, • 11962 in Libor 9270 cp 348. S 1 • 3. •• *!• •rf. •• 7f. ; • , • • 1.‘ • • I f •;1%* • • \ •••=rommem • • . 1140713140 MOM with all right,title acid interest,If any,of the{arty of the first pert of,io sod to airy Ors*and roads abutting the abore•deecribed premisre to the renter tines theseol, • TOGIn7HEit with the appurtenances,and RIM all the eusle whhh the said decedent had it Ow tune of tkeedent's death in said premises,and also the nate thetelo,width the party of the first part has or ass porta to convey or dispose of,whether indtridnalty,or by rirtgm ul sold wilt or otherwbe, TO NAIM AND TO HOLD the premises herein granted unto the pasty of the Woad part,the heirs or eomseo t and amigos of the patty of the betted part forever. • • AND the party of the hot part costowsW that the party al the Mg part has ant done or taffeta waythtns whereby the said prettifies have been lanambered to say way whatever,PEW Si afotesld, AND the party of the first part,In compliance with Section 1S of tliq I,Irn law,ccnrantt that the catty of the Ares part wdl tersive die tuwitlerstket for this coewey+nte mid will hu14 the right to melee such consfdention as 4 trust fund to be applied flit for the purpose of paying the cost_of the Irnproreotnt end will apply the sate Ant to the payment of the twit of the Improvement before clang any part of the total of the acme for any other purpose.The word"party'shall be cceatttud u If It read"partlu"wheaerer the sense of this Indenture so requires. IN wafts'W1II R[OY,the party of the Ara pet has duty wanted dire deed the day and yar Ant above written% • IN Yies$110.e1t .,'" RAYMOND A. it)ti,C DL8 r it Executor Estate of Pearl A, Masguliki I I I 114077141 .. Batt a*thew Tett„&KW W SUFFOLK 1St Nate GP New Tett.NOM of IM On the 1 3 day of 1937e,Won me On the day of 19 ,Isidore me personally carte MAYM A, GU KI pay tarn to me known to be the Individual deudbd In end who to me known to be the Indlwidnal described in and who she ted the foregoing ru:nem and acknowledged Otte atacutrd forgolarthe�rwnent,and admowkdpd that . zd /� . • "�. Notary Pub fl:a ' WINAYININPUIXT Via Ooattdtatta+lairaisa.3 itAT1 oil Nutt Toth,aetMr?V Ile Up IMO Of Suter TOIL;PPM OM Mt -;Y On the day of 19 ,before ma On the day of 19 ,before err o t�y• en meknwn,wabelay by me duly swo .did dpow end buibwhew to the foregoing imtnnnml, with sty That hp rkaldee at No. whom r uta personally squealed,who,bel by me duly I swam,did depots and my that h e readmit Na c.1of , that he le the that he hrootwe ; the corporation described - In and whleh en.cnie t tea forrtoktg botr urwnti that he to be the IndhAdnd VT known the mei of saki cctrporeilon1 that the ooth spited duerlbed In and who executed the foregoing Instrmtott {, to mkt !neettunent Is such torpwmt mel! ihAl It woe so that he, sell eubeeribing "IWO,. was present and Sew c. affixed by order of the Load of dlrectore of toil wpm. AMON Oa Janet and that ha mad s tion.end that be skated It mune thereto by him order. Ai the sane time subscribed h mane se*tone thereto ' AyM. .t-, executor'. lieeb munri.N tint No, ALUM RAYMOND R. MAKOULSKT, as Executor: LOT "•k' Batato of: Paarl R. Masqulaki eounnr no COVIN • r, TO MATTTTUCK FIRE" DISTRICT tte'wdst w ttaettas er ,. cHICACU nil 1141etltAMr2 COMPANY 'It' (wino 11111 r nn int lltr r MY arcolrimt 1 mans IT Ida M , - DfrmlkMUd by •1y,. � tlrrlta7A0O'2'I' 1 �. p�.;..rr+t+i , : IPS 00>wdlltKi<tt� R 01�O RY ori^& I. 1 1iv 11 -. :, i ger A ,;b 17 u •��' 1 •',�4 It) . r a ;ti • .,..;;fiz UNITED STATES OF AMERICA °�E"H`4 I/kil1 FEDERAL COMMUNICATIONS COMMISSION i '�``' '4`s ANTENNA STRUCTURE REGISTRATION " M 61 Owner Mattituck Fire District - . FCC Registration ' , Number(FRN):0003506664 Antenna Structure • • • - - ' Registration Number: . - District-Managed ' 1247335 - '- • Mattituck Fire District 1000 Pike Street ' • • PO Box •666 , Mattituck, NY 11952 ' - • • Issue Date; • , • ' 02-25-2005' - Location of Antenna Structure: , ' Ground Elevation(AMSL): • meters 1000 Pike, St. ' • Mattituck, NY Overall Height Above Ground(AGO: • , 27.4 • meters_ Latitude Longitude , Overall Height Above Mean Sea • , Level(AMSL): • 40-59-33.4N - - 72-32-3.3W ' NAD83 - , 35.4 ' meters - ti Painting and Lighting Requlrernents: - • ' - : ' • -NONE . - , , - . . - , ; • • Special Conditions; - 5 ' This registration is effective upon completion of the described antenna structure and notification to the , Commission. YOU MUST NOTIFY THE COMMISSION WITHIN 24 HOURS OF COMPLETION OF CONSTRUCTION OR CANCELLATION OF YOUR PROJECT, please file FCC Form 854. To file electronically, connect to the antenna • - structure registration system by pointing your web browser to http://wireless.fcc.gov/antenna. Electronic filing is recommended. You may also file manually by submitting a paper copy of FCC Form 854. Use purpose code 'NT" for notification of completion of construction;use purpose code"CA"to cancel your registration. The Antenna Structure Registration is not an authorization to construct radio facilities or transmit radio signals. It is , necessary that all radio equipment on this structure be covered by a valid FCC license or construction permit. ' You must immediately provide a copy of this Registration to all tenant licensees and,permittees sited on the structure described on this Registration (although not required,you may want to use Certified Mail to obtain proof of receipt), and display your Registration Number at the site. See reverse for important information about the Commission's Antenna Structure Registration rules. ..• • 26 FCC 8548 - July 2002 • OMMU ,, • (..5';� o��; Page 1 of 2 �? *1: VI Federal Communications Commission 130 ' , , 4* t a s% Wireless Telecommunications Bureau - *Mtss`0� ' RAD I 0 STATION AUTHORIZATION - Licensee:MATTITUCK FIRE DISTRICT . - - FCC Registration - - Number(FRN): 0003506664 Call Sign File Numb r r - ` WQCU716 0002166 50 ' - Radio Service - .DISTRICT MANAGER . . PW - Public Safety Pool , , , MATTITUCK FIRE DISTRICT . Convent ional •• . - 1000 PIKE STREET • PO BOX P.O. BOX 666 • ' Regulatory Status , 'MATTITUCK NY 11952 , , PMRS. , • - . . . - - ' - - - - •- - Frequency Coordination Numbe • : ` 05PWAP450182163 • 'Grant Date - ' Effective Date - Expiration Date . . - - - Print Date - , - ' , • •05-31-2005 . 05-31-2005 . • 05-31-2015' 06-01-2005 . • : STATION TECHNICAL SPECIFICATIONS - - . • : Fixed Location Address or Mobile Area of Operation • . • •' Loc. 1 Address • 1000 PIKE STREET - • ' City- County State , • , -MATTITUCK . - 'SUFFOLK NY - ' 1, -Let (NA083): •40-5$-33.4 N Long (NAD83): 72-32-3.3 W ASR,No.-: 1247335 . Ground Elev: 8.0 . • -Lpc. : - 2 Area of ,Operation - - • - - • •' , Operating within a 24.0_ km radius around fixed location number 1. • - •. ' - - - Loc. , • . - , .3 Land Mobile Control Station meeting the 6.1 Meter Rule: NY • , - Antennas S Loc. Ant. Frequencies Sta. No. • No. Emission Output ERP Ant. - Ant. Con truct No. No. (MHZ) Cls. Units Pagers Designator Power , (watts) , Ht./Tp AAT Dea«line - S , (watts) - meters meters • D.te ' 1 -1 453.51250 F62 1 : 250 11K0F3E - 35,000 68.000 24.7 '30.3 05-3 -2006 • 2 ,1 453.51250 MO 55 0 11KOF$E • 4.000 • 4.000 05-3 -2006 2 1 • • 458.51250 MO • 55 - 0 11K0F3E 35.000 35.000 05-3 -2006 2 1 460.13750 MO 55 0 11K0F3E ,35.000 35.000 , 05-3 -2006 - 2 1 '465.38750 MO 55 0 - 11K0F3E 4.000 4.000 05-3 -2006 ' • 2 ' 1 • 465.41250 MO3 - 10 - 0 11KOF3E - 2.000 2.400 - - 05-3 -2006 2 1 465.41250 MO 55 0 11K0F3E 2.000 2.000 05-3 -2006 3 1 458:51250 FX1 1 0 11K0F3E 10.000 10.000 Control Points • , S ' • Conditions: , Pursuant to Section 309(h) of the Communications Act of 1934, as amended, 47 U.S.C. Section 309(h),this license is subject to the following conditions:This license shall not vest in the licensee any right to operate the station nor any right in the use of the frequencies designated in the license beyond the term thereof nor in any other manner than authorized herein. Neither the license nor the right granted thereunder shall be assigned or otherwise transferred in violation of the Communications Act of 1934, as amended. See 47 U.S.C. Section 310(d). This license is subject in terms to the right of use or control conferred by Section 706 of the Communications Act of 1934, as amended. , See 47 U.S.C.Section 606. FCC 601 LM Decemb r2004 49 ymns.. --c tm.4.04% Federal Communications Commission :Q 4; z Public Safety and Homeland Security Bureau `''„ 5d F RADIO STATION AUTHORIZATION • LICENSEE:MATTITUCK FIRE DISTRICT . ' Call Sign - File Number WQIE426 0003276872 ATTN:DISTRICT MANAGER MATTITUCK FIRE DISTRICT Radio Service 1000 PIKE STREET PW-Public Safety Pool,Conventional PO BOX 666 • MATTITUCK,NY 11952 •• • Regulatory Status PMRS - - _ Frequency Coordination Number 07121711047315 FCC Registration Number(FRN): 0003506664 • Grant Date Effective Date Expiration Date Print Date • 01-16-2008 • 01-16-2008 01-16-2018 01-17-2008 • • STATION TECHNICAL SPECIFICATIONS Fixed Location Address or Mobile Area of Operation - _ • • Loc.I .Address:OFF MILLSTONE ROAD(088143) _• • City:NOYACK County:SUFFOLK State:NY . I.at(NAD83):40-58-10.8 N - Long(NAD83):072-20-46.6 W ASR No.: 1014849 Ground Elev: 77.1 ' Loc.2 Area of Operation Operating within a 32.0 km radius around Fixed location 1 • - - - - • - Loc.3 Address: 1000 PIKE STREET - • City:MATTITUCK ' County:SUFFOLK State:NY - - Lat(NAD83):40-59-33.4 N Long(NAD83):072-32-03.3 W ASR No.: Ground Elev: 4.0 - Antennas ' Loc. Ant. Frequencies Sta. No. No. Emission Output ERP Ant. Ant. Construct No. No. (MHz) Cls. Units Pagers Designator Power (watts) Ht./Tp AAT Deadlir e (watts) meters meters - Date 1 1 000484.37500000 FB2 I - 11K2F3E 50.000 75.000 91.4 158.6 01-16-2009 2 1 000487.37500000 MO 25 - 11K2F3E 35.000 35.000 01-16-2009 2 1 000484.37500000 MO 25 11K2F3E 35.000 - 35.000 - 01-16-2009 3 1 000487.37500000 FXI 1 11K2F3E 35.000 35.000 6.1 -3.9 01-16-2)09 Control Points . Control Pt.No. 1 Address: 1000 PIKE STREET Conditions: Pursuant to§309(h)of the Communications Act of 1934, as amended, 47 U.S.C. §309(h),this license is subject to the following conditions: This license shall not vest in the licensee any right to operate the station nor any right in the use of the frequencies designated in the license beyond the term thereof nor in any other manner than authorized herein. Neither the Iicense nor the right granted thereunder shall he assigned or otherwise transferred in violation of the Communications Act of 1934, as amended.See 47 U.S.C.§ 31 0(d). This license is subject in terms to the right of use or control conferred by §706 of the Communications Act of - 1934, as amended. See 47 U.S.C.§606. FCC 601-U1SI SI August 2007 Page 1 of 2 Page 1 of 2 Federal Communications Commission 292 Wireless•Telecommunicatiohs•Bureau • ,RADIO STATION AUTHORIZATION , . ' Licenseq:MATTITUCK FIRE DISTRICT , FCC Registration Number(FRN): 0003506664 ' Call Sign • File Numb or , KB1.9.94 , ' . `Q001881 116 ' , ' , ' r ' ' Rddio'Senrice " • , JOHN HARRS,I ON ' ' ' ' '• , ' PW - Pub] i:c Safety' Pool , • ' .• MATTITUCK FIRE DISTRICT; , • • n • File• Num ' 1000'"P I KE ,STREET - ' ' - . , PO BOX 666, - , • - , , -, , , : • ' •RegulatoryStatus ' ' ' ` MATT I TUCK NY 11952 ' • ' ,: • : ' " PMR_S.: • ' , , _ , Frequency CootdinatiQn Number , - • Grant Date, , ' • ' , -Effecfi i*Date•' - ' ,, • , ' - -Expiration'Dots,,-. . • , Prin't Date • b;92?t?-2004; : , ''0.9'-2�+''-200f` „ 1,2-1.2--20'14 •, ; 0,9-24-2004 :;• • ( ' • • , , :i STATIONiTECHNIOAl! PECIFlCATI,O'NSI' ' ,. ' ,, ' Fixe4i Locrltipn Addressor Mobile-Area of Opercttidn ' " ' ,; , • ;,i' .. Address , i „ { ; 'p-I1E ST FIRE HOUSE t; - r'__ __ '' " ,, C'rty .. ,. ,, • .Court€yi' Ij ,: 'i r, stpte, •i . ._ , • ,' MA1iTITUCK ' SUFFOLIG- . - ' ,r - " f NY ' ' L4t (NAD$3),: 40-69:•-'33:.4: N ,long-(NAD83): 72,4-32,•3..31W " . ASR;'No.": ' :' - • " Ground :Vey: 8.0 . , Loc. ' ! ;i • • 2' I; Area of.0perat;ion'! • : '; : ,; is Operatiino• within a-'$_0 ' km radius':around' fixed location •number ,1. ' ' , " I - • . Arjtenhasr , Loc. Ant. F`reOuenoies S,te:.., ' No, • ,No,., " „ 1'Em- ssi'ori�•' ,,Output ' pip • • , Arlt. , • Ant.' ' ,Coristhuct , No. , Nor. (MI-14? ' • • .Cls; , Un1ts 'P�agrs , D'esigna'tor Power ':(watts), HtL/Tp AAT . Deadline' ,(watts) meters meters , Date- 1 ' ,1 46':3 000 ,FR,, ' 1„ ' 100 i, ..20K0F,3,,EE ' , 30.090 . '20.000' '23..0. ,• '1 1 ' ,.46,,46990•• F� ,;1' ' ; 100 • ' 20K0F3'E " , 30.,OOA• •30.000, •23.0' • ' 2 ,1 • 46':30 00 •• ' 14O, , 20 ,, '0, •-2910,F05' .r ' •, ' 5:000_ , ' ,5:'000' ' 2, ; '1 ;•46,i 34000,, ,::MD_' ' •.20 :.'b,; " ' '.20KOF.$E;, ' '. 30:000 _ 30.0'00, •• • • - , •2' 1 • ''4,6:38009 MD r, ' -• 20 •- '0 • 20KOF 3E' , _•• :30.000 '30.000 • , • 2, • 1 :; ' ,46+:46000 'MD' 20 ' 0 20KOF35,• 30.000 ,30.000, ,, ;Contro,l Points ; 'Control Address ' • - - , Pt. No. " - ' 1 F/RE DEPT PIKE ST V ' Conditions: ' " ', Pursuant'to Section 309(h) of the Communications Act'of 1934, as'amended, 47 U.S.C. Section 309(h),,this license is subject to the following conditions:This license shall not vest in the licensee any right to operate the station nor any right in the use of'the frequencies designated in the license beyond the term thereof nor'in any other manner than authorized herein. Neither the license nor the right granted thereunder shall be assigned or otherwise transferred in violation of the Communications Act of 1934, as amended. See 47 U.S.C. Section 310(d). This license is subject in terms to the right of use or control conferred by Section 706 of the Communications Act of 1934, as amended. See 47 U.S.C. Section 606. FCC 601 -LM January 2004 Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2013-AEA-1520-OE Southwest Regional Office .'“" Obstruction Evaluation Group 2601 Meacham Boulevard Fort Worth, TX 76137 Issued Date: 06/13/2013 Tanya Negron Elite Towers LP 87 N Industry Court Suite J Deer Park,NY 11729 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77, concerning: Structure: Monopole Mattituck FD Location: Mattituck,NY Latitude: 40-59-34.40N NAD 83 Longitude: 72-31-59.70W Heights: 8 feet site elevation(SE) 129 feet above ground level (AGL) 137 feet above mean sea level(AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are)met: It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration,be e-filed any time the project is abandoned or: At least 10 days prior to start of construction(7460-2, Part I) _X_Within 5 days after the construction reaches its greatest height(7460-2,Part II) Based on this evaluation,marking and lighting are not necessary for aviation safety.However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed and maintained in accordance with FAA Advisory circular 70/7460-1 K Change 2. This determination expires on 12/13/2014 unless: (a) the construction is started(not necessarily completed)and FAA Form 7460-2,Notice of Actua Construction or Alteration, is received by this office. (b) extended,revised, or terminated by the issuing office. (c) the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC,wit in 6 months of the date of this determination. In such case,the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. Page 1 of 3 NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUS BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY B ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is based, in part, on the foregoing description which includes specific coordinates , height., frequency(ies) and power . Any changes in coordinates , heights, and frequencies or use of greater power will void this determination. Any future construction or alteration , including increase to heights,power, or the addition of other transmitters, requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes, derricks, etc., which may .e used during actual construction of the structure. However,this equipment shall not exceed the overall heights as indicated above.Equipment which has a height greater than the studied structure requires separate notice to t e FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. Any failure or malfunction that lasts more than thirty (30)minutes and affects a top light or flashing obstructi•n light, regardless of its position, should be reported immediately to (877)487-6867 so a Notice to Airmen (NOTAM) can be issued.As soon as the normal operation is restored, notify the same number. A copy of this determination will be forwarded to the Federal Communications Commission(FCC)because t e structure is subject to their licensing authority. Ifwe can be of further assistance,please-contact-our-office at(71-8) 55-3-4546. On any future correspondence — concerning this matter,please refer to Aeronautical Study Number 2013-AEA-1520-OE. Signature Control No: 187023753-191663871 (D ) Robert Alexander Specialist Attachment(s) Frequency Data cc: FCC Page 2 of 3 i ` Frequency Data for ASN 2013-AEA-1520-OE LOW HIGH FREQUENCY ERP FREQUENCY FREQUENCY UNIT ERP UNIT 698 806 MHz 1000 W 806 824 MHz 500 W 824 849 MHz 500 W 851 866 MHz 500 W 869 894 MHz 500 W 896 901 MHz 500 W 901 902 MHz 7 W 930 931 MHz 3500 W 931 932 MHz 3500 W 932 932.5 MHz 17 dBW 935 940 MHz 1000 W 940 941 MHz 3500 W 1850 1910 MHz 1640 W 1930 1990 MHz 1640 W 2305 2310 MHz 2000 W 2345 2360 MHz 2000 W Page 3 of 3 LETTER OF AUTHORIZATION APPLICATION FOR ZONING/APPROVAL Mattituck Fire District, the owner of the property located at 1000 Pike Street, Mattituck, NY 11952-3236 (the "Property"), does hereby appoint Elite Towers, LP. and its attorneys and representatives, as its agent for the purpose of consummating any application necessary to insure its ability to use the Property for the purpose of installing a wireless facility and related equipment at the Property. The owner is fully aware of the actions concerning the Property that are being requested by Elite Towers, LP. 'Owner: Mattituck Fire District • By. : )..0(Ajd----.., .., Date: 5t,a‘\ Sworn to before me this /02 day of , 201k II / • L� i�`��' BETSY A.PERKINS 0 : — 'Lill Notary Public,State of New York No.01 PE6130636 Qualified in Suffolk Countty2, Commission Expires July 18, Authorized Agents: Elite Towers, LP., and its attorneys and representatives / ii RE,NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEw YoRH AVENUE HUNTINGTON, NEW Yong 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 Or COUNSEL August 26, 2014 WILLIAM J.NIELSEN By Hand Mr. Michael Verity Building Department Town of Southold Annex Building 54375 Route 25 Southold,NY 11971 RE: Mattituck Fire District and Elite Towers, LP. Proposal for Public Utility Wireless Telecommunications Facility Premises: Mattituck Fire District 1000 Pike Street, Mattituck,New York (Town of Southold) SCTM#: 1000— 140—3 — 11.1 Dear Mr. Verity: We are the attorneys for the Mattituck Fire District and Elite Towers, LP. in connection with the instant proposal to remove and replace a communications facility at the subject property. We submit herewith the following documents for issuance of a Notice of Disapproval: 1. Building Permit Application Form; 2. Owner's Authorization Affidavit; 3. Elite Towers, LP. Check No. 1286 in the amount of$50.00, which sum represents the fee for a Notice of Disapproval; 4. Elite Towers, LP. Check No. 1287 for $750.00; which sum represents the fee for a New Facility; 5. Two (2) counterparts of updated RF Exposure Analysis, prepared by Louis Cornacchia, B.E.E., President, of Scinetx, LLC, dated September 4th, 2014, demonstrating the project's compliance with the Maximum Permissible Exposure regulations pursuant to Town Code Sections 280-74B(1)(a) and 280-70(K); 6. Two (2) counterparts of Structural Certification Letter, prepared by William R. Heiden, III, P.E., Manager of Engineering, of Specialty Structures Group, Valmont Industries, Inc. dated September 19th, 2014, documenting the proposed facility's structural compliance with local, state and federal codes pursuant to Town Code Section 280-74B(1)(b); 7. Copies of FCC Licenses, FCC Antenna Structure Registration, and FAA Determination of No Hazard to Air Navigation to pursuant to Town Code Section 280-74B(1)(c); 8. Affidavit of Andrew T. Hintze and Propagation Maps pursuant to Town Code Sections 280- Elite Towers,LP. Proposal at 1000 Pike Street, Southold September 26,2014 Page 2 of 2 74B(1)(d) and (e)* i. We seek waiver of the requirement of submission of digital files of these propagation maps, which are generally required by Town Code Section 280- 74B(1)(f); 9. Copy of Deeds pursuant to Town Code Section 280-74B(1)(g); 10. Copy of Lease Agreement pursuant to Town Code Section 280-74B(1)(g); 11. Survey prepared by Peconic Surveyors, P.C. dated July 1st, 2014; and 12. Four (4) sets of Construction Drawings with Site Plans and Elevations, prepared by Gary Musciano, RA Architect., dated September 1, 2014 (Revision 8). Please note that we will be filing the escrow fee required under Town Code Section 280-74A(4) directly with the Planning Department. It is our understanding that Planning Board Site Plan and Special Exception Approval will be required for this proposal. Once issued,please forward the Notice of Disapproval to our office. Please advise should you require any additional copies or further information. Very truly yours, RE,NIELSEN, HUBER& COUGHLIN, LLP By: 41010. Cough in JC:tc Enclosures Z Ift ii i 3 `` 3 Integrated Wireless Technologies, LLC a, Connecting Systems 0-0 Connecting People 60H Corbin Avenue Bay Shore, NY 11706 631-595-2555 To:Whom it may concern From:Andrew T Hintze Date:4/28/2014 Subj: Mattituck Fire District Radio Communications 1. The Mattituck Fire District has submitted,to the FCC and the Town of Southold,plans to increase the height of their current communications system to 120'. The increase in height is required to provide a public safety quality of communications service in the areas frequented by the fire district. These areas include the fire district's main area of operation,the immediate mutual aid area as well as both of the local hospitals Peconic Bay Medical Center and Eastern LI Hospital. Each of these areas have proven difficult to cover with the Fire Districts current communications system at Head Quarters as well as the wide area system the fire district deployed. 2. The fire districts main area of operation is covered well by the current communications system but has several areas were communications is unacceptable. The north side of the fire district has several low lying areas especially along the north shore. These areas of poor coverage area especially noticeable during maritime fire and rescue operations when the commanding officer is typically on the beach directing the efforts of the crew. The business and residential areas of the north shore also suffer from poor coverage. The wide area system deployed in Noyac is equally susceptible to poor coverage areas on the north shore do to the distance of the tower from the service area and the angle at which the'signal is traveling. • The most significant increase in coverage from the planned system is in this area along the north shore. In many areas along the shore,the signal strength is increase by 10dBm or more. More than just the signal strength increase,the planned system and corresponding propagation map show consistent communications along the north shore making operations more straight forward without having to consider alternate communications. 3. The fire districts immediate mutual aid area communications is also enhanced by the planned communications system. This is significant as each fire district relies heavily on its neighbors for backup resources and specialized response teams. Often times these backup resources are kept on standby on their own channel until needed. Changes in Emergency Medical Services Protocols by the county also increase the likelihood that resources will travel out of district. 4. Coverage at the two local hospitals has long been a driving force in communication enhancements at the Mattituck Fire District. As response protocols for the districts EMS component became more defined and enforced,there became a need to be able to communicate with the ambulances while they were out at the hospital. This communications is crucial to determine crew status and to convey patient status if the crew is to respond back to the district. Communications at both hospitals prove difficult as they are a significant distance from the fire district and the two hospitals are in opposite directions from the fire district. The attempted solution at covering the fire district and both hospitals were the deployment of a wide area communications system from the tower in Noyac on the south fork. The resulted communications was acceptable at both hospital's but was poor in district on a portable radio. This poor communications in district resulted in limited use of the channel to relay information from the field to responding EMS crews as intended. The systems poor in district coverage also prevented it from being used during fire related calls. The planned communications system has been shown to provide communications at both hospitals and in district resolving many of these issues. 5. The planned communications system has been shown by both theoretical propagation maps as well as temporary suspension tests to resolve the majority of communication issues. By raising the height of the communications system at fire headquarters the fire district will be able to effectively communicate during all facets of operations. 6. Please feel free to contact me at 631-653-6650 if;you have any questions with regards to the above information. Respectfully f Andrew Hintze Account Manager, Eastern Suffolk ® MOTOROLA SOLUTIONS MOTOROLA RADIO SOLUTIONS CHANNEL PARTNER partneer IWT,LLC Mattituck FD Comstudy for Output Coverage 04-11-2014.rs2 April,2014 Mattituck Fire District: Existing 84.5'Pole/Antenna 72-45 7,,„.., '►4111,1 2-15 10i . ; `SF• fiit'�^4 ' j r ifi. 42-31[ hy i a �^ V'- d "! a S a //4010.0.::,4„-4,.0i : te, - 5— , xrtt, i 'rte r1 ..�a'.w� ` 1 d4c, !Y"V.IN '1:f' 3 �• i �• ' a '1.w �" IA..'" l (✓ .�LJd� w6� ►. 0 ,•ooe; ',,'-i l , .� t4a rr'�yf'7;: �r � L�tv "4� �� mo trA 01.7..:i . .:t...kit,,,,, ,,, ,,i_ivccIt4..,...,... ...orte:i , .0, ..„ " ,1� � � i, !sR4 � ,, Ls :� � .� �I rt ► 7.40:•#•••%,„_ ••,- � �a5 . c'`ct1 "er u'� 4iiirtm-A �twil' rys 1yvi��l �1 �I TnnA • ` ' X44asr / , ' A �• 1 .T4 + mo. 7,r I I I I I I I 1 mi 20 15 10 5 0, 5 10 15 20 "Talk Out"Transmitter Signal Strength -256.19 -105.19 -95.19 -85.19 -75.19 -18.19 dBm f State Borders Highways ilm Streets ® Lat/Lon Grid . .A Integrated Wireless Technologies,LLC October,2013. Mattituck Fire District: Proposed 120'Pole/Antenna . . . ..., 72,30 tr .,,,%, 17245 1 ,4-0. ....,,,.. ;'" 4, ,.:„.• r 10_11 —, , 44.14e,, , jizkvno , ..„ -, %,.,. ..t.'''*;•,..,,n•i+.4.--1.• 1.•• ),..,A.t i :s •,,,,,,,,44,•:,,ilii,,,-* ,."it, ? r- '' ,,V.--• -,-•2. 2':1Ai41p s it )-,t ‘t-i -•• ,y-l-,e:..., • •t ,-4, --„tx.A. L.:, _.tof0,' '''''1.•• 10 '' ','' V ) 't:. 5 _ I 41:1re&A, ''''....V.,.. :. ., ' . ' I:i-ilt'.. g&7411:P7P-1-.N1 4.. \''' ., 4,- ,, Tiel' '..f,' 1r4;..0 '... .- " ••:-•el-7.''...,.-: .":.t....I.,14.5 --.. ,ift,4, i,gi i.p,, ,„v.v. ..,-,.,,t, . :: .."- k 0.1,.. .,:"-- k°'0.01ii:v• '4-4. ` ,".4. 4.. -, •••TV-•t,Z 1,r,,--%., 44 rtIZA•L'• i*itoti., ''' . ' .11'1•‘?-2'fr.'77 -:- 1...1 ‘0\' '41'••: 4 i.e:liti.1f.; ....-2,14,12:e2,1 ...1.*A.,..,, 0 I 1' 4,,-..... _____.,-;,.. -- ...- vs-:.,,, iptizzto,i.. 11111=a -, ' MI • - . 0 IL p ' 1,1•,,. ...,,c..a. , -$'1* .. ' • . ./.. .;1 :tyllito‘ Ii .,;SIttit...',";.:=, .-.' tiiii-,a,:11"!.;.c....1 iti4 , . • ., -., 4 'Pk ,I‘ 1.4,1--.,-,11:".• ..,4114117:16741.111.%1711:0.4„Zi..1.7. 1:=7-17"7•CittirlitilNlegiluit-Vit‘, Ne;-..j) 1 . 4L: ',lift, --•-:-,:10`:... :./, 5_ ‘ A_It_ taggiriT',..". • t•- •'I.44...-ii4 Iiiipr.,Kw.,,u..,..:. ...----.„.., 4.:.....,p•i, -42, r ..... idt,..it 1' -.'. .-*Is '4, ) k,"•'.. ,• "i..'e174Vri"..'01.° ..?,IgNII011,..?!.....ai licrk 4111: t. grieealf:t.•;:'e•-,-7. Al.‘0111WL grli2uni pe..,,A j....r • ;......z.A.1-,, •,d1 fel. 451 - 1,..`,'...'1 0±4,4:i.-.74 01-Alai Ai•Ig .,ilarev-‘.7, 1,-.=-4' 4itili k.iilialikv,,,1:6,,*44 ilt&_' -.EIMP Op, r-•••..1/4141 V .--- .. "h.,,......... Ih...kr 2.1, ,.... in ailawar.trillikitrAIIIMOligli .I.Y:•16` "" t 1 t r I i Mi 20 15 10 5 0' 5 10 15 20 "Talk Out"Transmitter Signal Strength .4...... '..,.•,.'',20.....44aVoi-f., ... -256.19 -105.19 -95.19 . -85.19 -75.19 -18.19 dBm iummi Streets =moms Lat/Lon Grid ii State Borders moms Highways Integrated Wireless Technologies,LLC MFDNew DiffPlot.rs2 April,2014 Mattituck Fire District: Signal Comparison 12 r, L73-0Q * 72-45 30 72_,5„ r r ,,AS,?. 1. . ^'5-,;.r."7'. G y� 3 (— h • 1- w r{�� 6— R`�'i ',+�,�n`'.^`�13 t L' • �-.r/�►fir ,5•���e1� 1,�.; 1.. •` '.i.' tier g`Y" +'` .kms, :: <� ( i 2 W , '� 1 0 +••.,,.. 1t 21,,,...•w.1 . .,^I }"^^�"4,.- ..LA, �Rtl �:'� S'G -ii— iiiminorL:,::i■.' P...r Y��' Zu..ti R.%,L Y' rr .+�„r-^�►itiliriek fi �7.,� t �ti?� •�' F i � x, �.pC.. • 4 `: ,111 lr Ali �.l :� \y``� -9,i-A,i4 y r .sem r .te tip 17,..0; �11411i l j!P � --7" "`r; ' . e..''''t,411;: 1 Ami ix'1 , P vii a .� 1��t. �'I�Y;�� 6 �1 !f�l� 1 `��� �iw *'(�J. p�4rti?'j � rf ``V.`4r,iFY� i� I !' 1i I.".,'■1' , - V '1rii' g) 1 1t 9 4 R n 1"N1t'.: fair 12 Iw t I 1 t i 1 t� mi 25 20 15 10 5 0 5 10 15 20 25 Green=6 dB Difference,Red=3 dB Difference,Yellow=0 dB Difference ZONING 280 Attachment 4 Town of Southold Bulk Schedule for Business,Office and Industrial Districts [Added 140-1989 by L.L.No.1-1989;amended 8-22-1995 by L.L.No.18-1995] LIO Light LB HB B Industrial Limited Hamlet General M-I M-II Park/Planned LI District Business k Business Business Marine I Marine II Office Park Light Industrial Minimum requirements for business,office, Indusoial orothe] nonresidential use' Lot size(square feet) 80,000 20,000 30,000 40,000 80,000 120,000 40,000 Lot.width(feet) 175 I 60 150 150 150 200 100 Lot depth(feet) 250 100 150 150 150 300 150 Front yard(feet) variable') (is) variable' 35 35 variable' variable' Side yard(feet) 20 25 20 25 30 20 - Both side yards(feet) 45 j 25) 50 45 50 60 40 Rear yard(feet) 75 i i9 35 25 25 75 70 Landscape area(percent) 35 25 35 25 20 35 25 Maximum permitted dimensions Lot coverage(percent) 20 %..-) 30 30 30 20 30 Building height(feet) 35 35 35 35 35 35 35 Number of stories 21/2 2 2 2 2 2 2 NOTES. 'For minimum requirements for residential uses,refer first to pensity and Minimum Lot Site Schedule for Nonresidential Districts and then to appropriate indicated column in the Bulk Schedule for Residential Districts.in the Marine I and Marine 11 Districts,only land above mean high water shall qualify for area calculations 'Refer to appropriate zone ordinance. 280 Attachment 4:1 os-01-2006 Y �valmont 17 STRUCTURES September 19,2014 Town of Southhold Building&Planning Departments Town of Southold Annex Building 54375 Route 25 Southold, NY 11971 Re: Design and failure modes for a 120-ft Tapered Monopole w/Cell Silo Quality of Steel and Fabrication of a Monopole Structure Valmont Quote No.211580-03 Site Location: Mattituck, NY To Whom it May Concern: As detailed below,the 120 ft multi-carrier disguised monopole proposed by Elite Towers, LP,at the captioned site,and as depicted in Construction Drawings prepared by Herbst Musciano, Revision 8,dated 9/1/2014,will comply with all applicable federal,state and local structural standards.Valmont, as manufacturer of the monopole,offers the following in order to assure you of the high quality of all Valmont products: Tapered Monopole Design Standards and Failure Modes: • Communications monopole structures designed by Valmont are sized in accordance with the latest governing revision of the ANSI/TIA 222,which is a referenced standard for communication structures by the New York State Building Code, unless otherwise requested by our customer. This standard has been approved by ANSI/ASCE, which has dealt with the design of antenna support structures for over 40 years. The TIA standard, based on provisions of this nationally known specification, has a long history of reliability. At its core philosophy is it's first and foremost priority to safeguard and maintain the health and welfare of the public. • The TIA standard designates a minimum wind loading for each county in the United States. Valmont uses the wind loading listed in the TIA standard unless a greater value is specified by our customer. Structures are also designed for radial ice at a code specified reduced design wind loading. Code designated coefficients are used to ensure that the structure will survive the designed wind speed. The structure can usually survive even a greater wind load than the basic design wind speed because of these conservative coefficients. • Design and loading assumptions that are used for the analyses of these structures are very conservative in nature when compared to other codes,which makes structural failure highly improbable. • Failure of a steel monopole occurs when a point is reached where the induced stresses exceed the yield strength of the material. At this point,the deflections induced in the material are no longer temporary. Hence,a permanent deflection in the monopole would exist. • The term failure above refers to local buckling at a designated point on the pole. Local buckling does not cause a free falling pole; rather it relieves the stresses from the pole at this location. Monopoles are flexible,forgiving structures,which are not generally susceptible to damage by impact loads such as wind gust or earthquake shocks. • When local buckling occurs,a relatively small portion of the shaft distorts and"kinks"the steel. When the pole begins to bend the exposure area is reduced and therefore,the force due to wind is decreased as well. Even though buckling exists,the cross section of the pole is capable of carrying the entire vertical load. Therefore,wind induced loads could not conceivably bring this type of structure to the ground due to the excellent ductile properties, design criteria,and failure mode. • Valmont's communication poles have proven to be very reliable products. Valmont has provided structures that have performed well during earthquakes in California, hurricanes in the South (including Hugo,Andrew, Opal and Katrina),and a number of tornadoes. In over 25 years of engineering and fabricating thousands of monopoles,to our knowledge Valmont has never experienced an in service Page 1 of 2 Specialty Structures Group,Valmont Industries,Inc. 3575 25°'Street Salem,OR 97302-1123 USA Toll Free:800-547-2151 Fax:503-316-2040 www.valmont.com rvalmont STRUCTURES failure of a communication pole due to weather induced overloading,even though,as in the cases of Hurricanes Hugo,Andrew and Katrina,the wind speeds exceeded the design wind speed. We use the latest standards,wind speed information, and sophisticated analytical tools to ensure that we maintain our unblemished record for quality. Valmont Quality of Steel and Manufacturing: • Monopoles are fabricated from ASTM A572 Grade 65 material with a controlled silicon content of 0.06% maximum to ensure a uniform galvanized coating. The base material is fabricated from Grade 50 material. All plate material meets a V-Notch toughness requirement of 15 ft-lbs.@-20 degrees Fahrenheit. By meeting the strict toughness requirement,monopoles are best suited to resist the cyclic/fatigue type loading(i.e.wind induced loading)these structures exhibit. • Valmont's anchor bolts are fabricated from A615 Grade 75 material. The bolts are typically 2 1/4 in diameter,made from#18J bar stock. Anchor bolts come complete with five(5)A194 Grade 2H hex nuts. • For the past 40 years,our company has always guaranteed the quality of the steel used in building our structures. Material Certifications are available on all material at the time of fabrication. Fabrication of the monopole is performed in accordance with the provisions of the AISC Manual of Steel Construction and ASCE's Design of Steel Transmission Pole Structures. All welding and inspection is in accordance with the American Welding Society's Specification D1.1-latest revision. Testing and inspection reports are available upon request at the time of fabrication. I hope these comments address the issues that you might encounter relative to the anticipated performance of monopole structures and quality of steel fabrication. If you have additional questions or comments, I may be reached at(503)589-6618. Sincerely, William R. Heiden, Ill, P.E. F NE Manager of Engineering �o &p Y Co z• = *. .% `r�i 4.4 7 'C. 4 iv SEP 222014 Page 2 of 2 Specialty Structures Group,Valmont Industnes,Inc. 3575 25'"Street Salem,OR 97302-1123 USA Toll Free•800-547-2151 Fax:503-316-2040 www valmont com valmont STRUCTURES February 19,2015 Town of Southhold Building&Planning Departments Town of Southold Annex Building 54375 Route 25 Southold, NY 11971 Re: Design and failure modes for a 120-ft Tapered Monopole w/Cell Silo Quality of Steel and Fabrication of a Monopole Structure Valmont Quote No.211580-03 Site Location: Mattituck,NY Pole Designed with a Theoretical Fall Radius of 51-ft To Whom it May Concern: As detailed below,the 120 ft multi-carrier disguised monopole proposed by Elite Towers, LP,at the captioned site,and as depicted in Construction Drawings prepared by Herbst Musciano, Revision 8,dated 9/1/2014,will comply with all applicable federal,state and local structural standards.Valmont,as manufacturer of the monopole,offers the following in order to assure you of the high quality of all Valmont products: Tapered Monopole Design Standards and Failure Modes: • Communications monopole structures designed by Valmont are sized in accordance with the latest governing revision of the ANSI/TIA 222,which is a referenced standard for communication structures by the New York State Building Code, unless otherwise requested by our customer. This standard has been approved by ANSI/ASCE, which has dealt with the design of antenna support structures for over 40 years. The TIA standard, based on provisions of this nationally known specification, has a long history of reliability. At its core philosophy is it's first and foremost priority to safeguard and maintain the health and welfare of the public. • The TIA standard designates a minimum wind loading for each county in the United States. Valmont uses the wind loading listed in the TIA standard unless a greater value is specified by our customer. Structures are also designed for radial ice at a code specified reduced design wind loading. Code designated coefficients are used to ensure that the structure will survive the designed wind speed. The structure can usually survive even a greater wind load than the basic design wind speed because of these conservative coefficients. • Design and loading assumptions that are used for the analyses of these structures are very conservative in nature when compared to other codes,which makes structural failure highly improbable. • Failure of a steel monopole occurs when a point is reached where the induced stresses exceed the yield strength of the material. At this point,the deflections induced in the material are no longer temporary. Hence,a permanent deflection in the monopole would exist. • The term failure above refers to local buckling at a designated point on the pole. Local buckling does not cause a free falling pole;rather it relieves the stresses from the pole at this location. Monopoles are flexible,forgiving structures,which are not generally susceptible to damage by impact loads such as wind gust or earthquake shocks. • When local buckling occurs,a relatively small portion of the shaft distorts and"kinks"the steel. When the pole begins to bend the exposure area is reduced and therefore,the force due to wind is decreased as well. Even though buckling exists,th;e cross section of the pole is capable of carrying the entire vertical load. Therefore,wind induced loads could not conceivably bring this type of structure to the ground due to the excellent ductile properties,design criteria, and failure mode. • Valmont's communication poles have proven to be very reliable products. Valmont has provided structures that have performed well during earthquakes in California, hurricanes in the South(including Page 1 of 2 Specialty Structures Group,Valmont Industries,Inc. 3575 25th Street Salem,OR 97302-1123 USA Toll Free-800-547-2151 Fax:503-316-2040 www.valmont.com . . vaimont STRUCTURES Hugo,Andrew, Opal and Katrina), and a number of tornadoes. In over 25 years of engineering and fabricating thousands of monopoles,to our knowledge Valmont has never experienced an in service failure of a communication pole due to weather induced overloading, even though,as in the cases of Hurricanes Hugo,Andrew and Katrina,the wind speeds exceeded the design wind speed. We use the latest standards,wind speed information,i and sophisticated analytical tools to ensure that we maintain our unblemished record for quality. Valmont Quality of Steel and Manufacturing: ; • Monopoles are fabricated from ASTM A572 Grade 65 material with a controlled silicon content of 0.06% maximum to ensure a uniform galvanized coating. The base material is fabricated from Grade 50 material. All plate material meets a V-Notch toughness requirement of 15 ft-lbs.@-20 degrees Fahrenheit. By meeting the strict toughness requirement,monopoles are best suited to resist the cyclic/fatigue type loading(i.e.wind induced loading)these structures exhibit. • Valmont's anchor bolts are fabricated from A615 Grade 75 material. The bolts are typically 2'/4 in diameter, made from#18J bar stock. Anchor bolts come complete with five(5)A194 Grade 2H hex nuts. • For the past 40 years,our company has always guaranteed the quality of the steel used in building our structures. Material Certifications are available on all material at the time of fabrication. Fabrication of the monopole is performed in accordance with the provisions of the AISC Manual of Steel Construction and ASCE's Design of Steel Transmission Pole Structures. All welding and inspection is in accordance with the American Welding Society's Specification D1.1-latest revision. Testing and inspection reports are available upon request at the time ofifabrication. In addition,this monopole can be designed to theoretically fail at approximately the 69-ft elevation by purposely over designing the pole sections below this point. In the unlikely event the pole were to fail at this point,the significant loading reduction caused by the removal of the tower wind area and weight above would greatly reduce any chance that the remaining tower would have any structural damage,thereby providing a theoretical failure radius of approximately 51-ft as designed. I hope these comments address any issues that you might encounter relative to the anticipated performance of the monopole structure and the quality of steel fabrication. In consideration of the parameters above and given the fact that the replacement pole is being located in approximately the same location as the existing pole(within approximately 3'),we respectfully request that the Planning Board waive the"fall zone" requirements of the Code. If you have additional questions or comments, I may be reached at(503)589-6618. Sincerely, C.Z:14 Of N E 11/ David Casey k \vVI AM A/ O Project Enginee A�'. -* 9,1;, 0'y It k ci J c, - :* ®. .0 a/ � kr 110 %% FEB 2 0 2015 • Page 2 of 2 Specialty Structures Group,Valmont Industries,Inc. 3575 25'"Street Salem,OR 97302-1123 USA Toll Free.800-547-2151 Fax'503-316-2040 www.valmont.com REFERENCE COPY This is not an official FCC license.It is a record of public information contained in the FCC's licensing database on the date that this reference copy was generated.In cases; here FCC rules require the presentation,posting,or display of an FCC license,this document may not be used in place of an official FCC licen ��`-.': a ' '; :' Federal Communications Commission .v. ,.: Bureau ` _` x f`sx Public Safety and HOnieland Security . {` s :� �"• '. AUTHORIZATION 412"156°- �' '44:-W'-''''-'0''''••"" `` RADIO STATION h'wt .r .YC:;y.. ' 1,:i!.'1'' ° ; V Call Sign File Number LICENSEE:MAS. C1FIRE,�IIRICT WQCU716 ' I 0006705852 ',0..`re ���•� . Radio Service ,40' -Public Safety Pool,Conventional O PW • ATTN:JOHN HARRISON ��":�h,<`�=,� � , is.r,fS ;w% • MATI'ITUCK FIRE DIST1 tC;',., ;-.!Iii:, V STREET `' • .., • , ' 1000 PIKE '' x PO BOX 666 - l "?I `% Regulatory Status , MATTITUCK,NY 11952 s,3,q 4 PMIS \t Frequency Coordination Number FCC Registration Number(FRN): 000350666 'f`;:�,; i �, Expiration Date Print Date Grant Date Etter.,° e ate ', p� 03-13-2015 ' 03-13-2015 - 03- 1 Q5-31-2025'• • STATION TE. .1. c SPECIFICATIONS , Fixed Location Address or Mobile Area of Operation Yi",,:,' Loc.1 Address: 1000 PIKE STREET '' '41,04-x"'41 .••• te: , City:MAT'ITTUCK County: SUFFOLK F' ; ASR No.: 1247335 Ground Elev: 8.0 Lat(NAD83):40-59-33.4 N Long(NAD83):072-33203 3 Wy°° Loc.2 Area of operation ``'~ ; .krt, Operating within a 24.0 km radius around fixed location 1 p:,k Loc.3 Area of operation . . ` Land Mobile Control Station meeting the 6.1 Meter Rule:N `=,,,• 'Apa.. Antennas Itir''‘' ;•1,,,0'�"* . ,��KrLoc Ant Frequencies • Sta. No. No. Emission . E> Ant. Ant. Construct No. No. (MFIz) • • . Cls. Units Pagers DesignatorG 1 , wer (watt Ht/Tp AAT Deadline �;- `(, tts) meters meters Date 1 1 000453.51250000 FB2 1 250 11K0F3E 35M 68.000 24.7 30.3 05-31-2006 2 1 000453.51250000' ' • MO 55 11K0F3E 4.000 ,'44 'i,r 05-31-2006 w; i .a �1'� °��`''`'`r 05-31-2006 2 1 000458.51250000 MO 55 11K0F3E 35.000 3,4.:k„fl,-;, A 2 1 000460.13750000 MO 5511K0F3E 35.000 35.000„<,•_?.:• :: 05-31-2006 . .�aha Conditions: .ry Communications Act of 1934,as amended,47 U.S.C. §309(h),this license is subjectilew,,,, Pursuant to§309(h)of the =.�,�rt=' following conditions: This license shall not vest in the licensee any right to operate the station nor a �,',,;rg(:11x, �tlt;,e usio the frequencies designated in the license beyond the term thereof nor in any other manner than authorizedfierC fi Veither the license no the right granted thereunder shall be assigned or otherwise transferred in violation of the Communications Act of 1934,as amended. See 47 U.S.C. §310(d). This license is subject in terms to the right of use or control conferred by§706 of the Communications Act of 1934,as amended. See 47 U.S.C. §606. FCC 601-11LSIHS1 Page 1 of 2 August 2007 i Licensee Name: MATTITUCK FIRE DISTRICT ' Call Sign:WQCU7,16 }w'., File Number: 0006705852 Print Date:03-13-2015 Antennas_ ^ <:>, -;+;3s ,. co K.k Loc Ant Frequenci.s;- ,:/ Sta. No. No. Emission Output ERP Ant. Ant. Construct No. No. MHz 'yZ,r= ( ),.k. Cls. Units Pagers Designator Power (watts) Ht./Tp AAT Deadline " ,r;.` (watts) meters meters Date t',a watts 2 1 000465.3g750Q00;;"�~ '')' MO 55 11K0F3E 4.000 4.000 05-31-2006 2 1 000465.4125000. ;:-\''; ' '..4,71NM03 10 11K0F3E 2.000 2.400 05-31-2006 2 1 000465.41250000. s !a; v' ' MO 55 11K0F3E 2.000 2.000 05-31-2006 3 1 000458.51250000 °�'-`v Y4X1 1 11K0F3E 10.000 10.000 ` h ,vryj r . f Control Points "�'x , i' %°rc` Control Pt.No. 1 Address: PIKE STREET FIRE HOUSE Ai;,•;.:,,.c:, City:MATTITUCK County: SUFFOLK ,`-'144,NYM Telephone Number:(631)298-8833 Associated Call Signs ,;',;•:{7:!‘:,:"4'' •4.,„, '4,.:07' Fr Waivers/Conditions: ` ''' NONE i °` M; .,~,;, ilrIN I-1;;;, Sof�'`", „T,k r r' v ,,,,,ir ,,,,,„ „,.:...„ ,,,;,,„ ii,,,, „,, ,,,,,,, „,,,,,, .„,,,,,,,,„..„,„" .,..i„,,,,„ .:,:.:, ,,:'q”, ,:f ,g( ',f,':ia �, ,,,f,'";k t- s:,,,, ,is n .ja.��.�F .,°y' FCC 601-ULSHS1 Page 2 of 2 August 2007 ti . , REFERENCE COPY This isnot an official FCC license.It is a record of public information contained in the FCC's licensing database on the date that this reference copy was generated.In cases,where FCC rules require the presentation,posting,or display of an FCC license,this document may not be used in place of an official FCC po • ` �'a v ',,' munications Commission 4p,, ,,,� 44„,,0�L Federal Com , ' f;.:4) -N,a Public Safety and Homeland Security Bureau ,. . �,0'. '''''',i- A '' RADIO STATION AUTHORIZATION LS ,. Call Sign File Number LICENSEE: M? ,^'y 1R4I1STRICT 0006459465 ,..,,4,01:0 • Radio Service , ATTN:JOHN HAR•RSi I r ,tip ,„'r, PW-Public Safety Pool,Conventional ` DISTRItr ” MATTITUCK FIRE ,fir ' 1000 PIKE STREET '' "` £y''' ' ' PO BOX 666 `'`; m''' °. Regulatory Status MATTITUCK,NY 11952 :zF F,?„ra, ,- PMRS ' z ,, 1 Frequency,Coordination Number FCC Registration Number(FRN): 00035066,6` ' ' Grant Date Effer a D.',1,„,t Expiration Date Print Date 4 12-12-2024 09-16-2014 09-16-2014 09-1 �.2E�'" ' STATION T-EC��" SPECIFICATIONS Fixed Location Address or Mobile Area of Operation ,g,:04 Loc.1 Address:PIKE ST FIRE HOUSE I '' ,��t �N�ax^"" z ' ' City:MATTITUCK County:SUFFOLK tate: , Lat(NAD83):40-59-33.4 N Long(NAD83):072-32 03.3 WvIASRNo.: Ground Elev:8.0 Loc.2 Area off operation ,1 =` ' ';l :,:,<, Operating within a 8.0 km radius around fixed location 1 f.e``'tl ;, Antennas ' s'•`'',SAS. Loc Ant Frequencies Sta. �No. No. Emission Output ERP Ant. Ant. Construct '`�`6` Ht./Tp AAT Deadline No. No. (MHz) '• � , Cls. Units Pagers Designator Ppweir;,�av��s) p , I ;ti s) ''''',,t meters meters Date 1 1 000046.34000000 FB I1 100 20K0F3E 33q'i 00 30.0q-, 23.0 3J'w d..,?iY I •a" �., ` c.30.000 23.0 1 1 000046.46000000 FB 11 100 20K0F3E 3d''-lft"`. 2 1 000046.30000000 MO '20 20K0F3E 5.000 /540u X151, 2 1 000046.34000000 MO 20 20K0F3E 30.000 311.0©© "wr. 2 1 000046.38000000 MO 20 20K0F3E 30.000 30.000 O' `"' azg; i''�jl Conditions: -/?!" Pursuant to§309(h)of the Communications Act of 1934,as amended,47 U.S.C. §309(h),this license is subje '`o,the; following conditions: This license shall not vest in the licensee anyright to operate the station nor n t[1 ",r'iisekif the frequencies designated in the license beyond the term thereof nor in any other manner than authorized 'Neither the license not the right granted thereunder shall be assigned or otherwise transferred in violation of the Communications Act of 1934,as amended. See 47 U.S.C. §310(d). This license is subject in terms to the right of use or control conferred by§706 of the Communications Act of 1934,as amended. See 47 U.S.C. §606. FCC 601-ULSHS1 Page 1 of 2 August 2007 Licensee Name: MATTITUCK FIRE DISTRICT Call Sign:KBL994; File Number: 0006459465 - Print Date:09-16-2014 ,.: Antennas,;i-s;y„ '','\ ,,,(;) Loc Ant FrequenciiS: ,�� Sta. No. No. Emission Output ERP Ant. Ant. Construct No. No. MHz /,;fir Cls. Units Pagers Designator Power (MHz) ,,,, g g (watts) Ht./Tp AAT Deadline t 2r,r-,,`" (watts) meters meters Date 2 1 000046.46000© 06" W''.: MO 20 20K0F3E 30.000 30.000 Control Points :.'''',ri, ,i- Control Pt.No.1 :x:n, Address:FIRE DEPT PIKE SST '•°.�,•g. e City:MATTITUCK County:'SVF'F;QLIC1 State:NY Telephone Number:(631)298-8833 s . Associated Call Signs =; Waivers/Conditions: f ". .'^*r 46.34 ERP LIMITED TO 30 WATTS. 1,,:0' ,', YY ;" ,,, ...4:::,;('::.,i7 u VA '1, ]] ti ,=',', ' ,,its F n ;f„a fs, '& ,<'51i: •'.inn FCC 601-ULSHS1 Page 2 of 2 August 2007 RE,NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORK AVENUE HUNTINGTON, NEW Yong 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OF COUNSEL WILLIAM J.NIELSEN May 27,2015 + 11 AY 27 , BY HAND ToWn of Southold Building Department , Town Annex Building rO_^ ,;;.; n 54375 Main Road I Southold,NY 11971 Attn.:Mr.Michael Verity, Chief Building Inspector RE: Mattituck Fire District Building Permit Application for Proposed Upgraded Public Utility Telecommunications Facility Premises: 1000 Pike Street,Mattituck,NY SCTM#: 1000— 140—3—11.1 Dear Mr.Verity: As you know, we represent the Mattituck Fire District with respect to the subject application. The Building Permit Application was filed your office on September 26,2014, and the Notice of Disapproval was issued on October 22, 2014. As required, the Mattituck Fire District thereafter sought Site Plan and Special Exception Permit Approvals from the Planning Board and the applications for said Approvals are pending before the Planning Board. We will submit copies of said Approvals with your office upon receipt. We have also enclosed herewith the following supplemental/revised application materials: 1. Four (4) sets of revised Construction Drawings, prepared by Gary W. Musciano, RA Architect, Revision 9, dated May 20,2015,revised, inter alia, to include additional minor clarifying antenna details/information; 2. Correspondence of David Casey, Project Engineer, Valmont Industries, Inc., addressing reduced fall zone distance,dated February 19,2015;and 3. Copies of renewed FCC Licenses - Call Signs WQCU716 and KBL994. (Please note that these renewed licenses should replace the copies currently on file with the application,which have since expired). Should you have any questions with regard to the foregoing,please contact me. Thanking you for your courtesies,we remain Very truly yours, RE,NIELSEN HUBER&COUGHLIN,LLP By: _ , -/ ,61.C ghli. JJC/mk Enclosures RE, NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORK AVENUE HUNTINGTON, NEW YORK 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OF COUNSEL WILLIAM J. NIELSEN August 26,2015 BY HAND Town of Southold Building Department Town Annex Building 54375 Main Road Southold,NY 11971 Attn.: Mr. Michael Verity,Chief Building Inspector RE: Mattituck Fire District Building Permit No. 40025 -Upgraded Public Utility Telecommunications Facility Premises: 1000 Pike Street, Mattituck,NY SCTM#: 1000— 140—3— 11.1 Dear Mr. Verity: 2e`{Z� e fie, .Q 2_21 6 207 V � �On With respect to the subject matter, enclosed please find ate o�ver-s, check no. , in the sum of $50.00,which sum represents the required Certificate of Occupancy fee. In addition, as discussed with Ms. Bunch of your office, we have also enclosed two (2) additional copies of the Construction Drawings, prepared by Gary W. Musciano, RA Architect, Revision 9, dated May 20, 2015,to be stamped approved by the Building Department and inserted into the Building Permit package. Should you have any questions with regard to the foregoing, please contact me. Thanking you for your courtesies,we remain Very truly yours, RE,NIELSEN, HUBER& COUGHLIN, LLP By: UP . e• J. .u: ,lin JJC/mk Enclosures ..:.....:bH rmnm•,"".,",m+r,....aaimrui„lion",wy,;,.:.pn.. %%y ,,,,-x",/,,,,---„;, _.,"//,,,, -',ell % / Gary PA„,,,,,,, , t Musciano, Architect �� �tiS1NMUS ell 611 MAIN STREET O BOONTON NJ 4 'A 2ND FLOOR V � L�' ONE (973) 538-3815 � ,^; ” ^i FAX 973-538-4095 y A \A' ° :IL'14arArif 'A," PP - NJ Z+ OF MI 1301045424 NY RA�021687" MN 48411 ^ CA 29549 MO A2009005517 8 7 \ I \ I' ` CO 401 CT 75477 04 NC 9671 NV 5015 DC ARC6052 OHIO 9510925 Sv FL AR0014044 PA RA403281 GA RA 012998 RI 2030 IL RA 001.020501 SC 8651 SUIT _ JKS 5073 TEXAS 15417 LA 5690 UT 8470051-0301 MD 11039 VT 2529 4 MA 10131 VA 0401008254 NJ PLANNER 4351 ___., E ED CONSULTANTS „ „, 3 ,,,,, A 11 / 29 . 4 G REVISIONS ,::,,,,,,- FilEirBISITT Tm 9 # __:-,-„,,,,,,,,: -,....,.. ,..„,,.=,:-- V ATTIT \...,, C < 1 oc0 _ 1 1 c _ 003 _ 01 1 4 1 ,1.,.4, .-t,„:4% 44,...?..,--;.1-!4::i azeirimommalframt NO.: DATE: 10C 0 D < 1— ST _ 1_ TNr 9 9 \ Y 11952 11 05.20.15 FCR SUBMISSION 10 09.03.14 FOR SUBMISSION • 9 08.20.14 FOR SUBMISSION • 8 05.07.14 FOR REVIEW • 7 04.15.14 FOR REVIEW . :- . PROJECT SUMMARY SHEET INDEX ,. GENERAL INFORMATION 6 03.21.14 FOR REVIEW 5 03.17.14 FOR REVIEW AREA OF CONSTRUCTION: PROPOSED REPLACEMENT OF WOODEN UNIPOLE WITH TELECOMMUNICATION UNIPO_E. 4 02.19.14 FOR REVIEW SHT. REV• 3 08.16.13 FOR REVIEW NO HUMAN OCCUPANCY DESCRIPTION NO CHANGE IN BLDG. USE, EGRESS OR OCCUPANCY SITE ADDRESS: 1000 PIKE STREET N O' N O• 2 07.17.13 FOR REVIEW MATTITUCK;, NY 11952 Z1 COVER SHEET 1 03.21.13 FOR REVIEW APPLICANT PROPOSES A REPLACEMENT WIRELESS COMMUNICATIONS FACILITY, AND IT IS NOT INTENDED FOR DISTRICT: 1000 Y OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY SEWERS, AND ADDITIONAL SITE PARKING Z2 SITE PLAN 0 03.20.13 FOR REVIEW NO.: DATE: SUBMISSIONS PERMANENT EMPLOYEESECTION: 140.00 At, IS NOT REQUIRED. BLOCK: 03 Z3 COMPOUND PLAN THIS FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR MAINTENANCE AND SHALL BE MONITORED FROM A REMOTE FACILITY. LOT: 11.1 APPROVALS: Z4 ELEVATIONS CONNECTION FOR ELECTRICAL AND TELEPHONE UTILITIES ARE TO BE DETERMINED BY THE APPROPRIATE UTILITY ZONE: HAMLET BUSINESS Z5 VICINITY PLAN/RADIUS MAP COMPANY. LATITUDE: 40.992887 N LONGITUDE: —72.5332668 W LOCATION MAP PROPERTY OWNER/APPLICANT: MATTITUCK FIRE DISTRICT P.O. BOX 666 DO NOT SCALE DRAWINGS MATTITUCK, NY 11952 CLIENT / PROJECT: CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE SITE CONTACT: ELITE TOWERS, LP JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES ,,:;. ) )) BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME (0:',-<. TANYA NEGRON . q, 631-242-0403 87 N INDUSTRY CT. - ,” ; , ' p" ty y SUITEEPARK NY 11729 APPRfCIMATE ATTORNEY: ATT: JOHN COUGHLIN �` � RE, NIELSEN, HUBER, COUGHLIN, LLP SITE LCATION •� ' 36 NORTH NEW YORK AVENUE THE E'GNEAPURSUAI\TTOSOUTHOLD TOWN CODE SECTION MATTITUCK 48 ''',E1 e 2 rS-131(t),ACKNOWLEDGES THAT TIS''COND:I7ONS OF THE SITE PLAN HUNTINGTON, NY 11743 � ,Oa' SETFOL:THINTHE�sOaUrIONCCA rnovALDAtED SCTM#: 1000-140-003-011.1 ,`� z,„. r3 AP..E ACCEPTED(sr COND."TIONS ON RESOLUTION). 631-425-4100 p PRINT NAME -AM^) � �L`� 1000 PIKE STREET pL MATTITUCK, NY 11952 ee. ' JURISDICTION: TOWN OF SOUTHOLDA rpt °zk,usi . LTRE TITA� � ,,, u'6,r DRAWING TITLE: .I;', APPi.OVED BY (y TOWN OF SO`MIOLD PLANNING BOARD ELECTRIC COMPANY: LIPA ` : ......... ... r,e ,.. /y CHAsl';4JERSr�,•SS7—...N it:Y.:At/4m ��-:%• s:: ' � �.. ... ..,.,,_t,'�AT1'1 TITLE SHEET p NOM MI tr site de,!t- est len leo'?be val far a p-rdmd een > "_'fr-�tit dpte of a �aeal es per ce to sect)^n 2e9.132A. . TELEPHONE COMPANY: VERIZON ' �� . ,, :. ,c PROJECT MANAGER: SCALE. �13 Y� GM AS NOTED tr DRAWN BY: DATE: MAY 2 8 2015 KS (JHP) 0314.13 rod+ CHECKED BY: PROJECT NO. _�. T�,�,� GM 7141 hex C.i ZONING REQUIREMENTS N/c = "NO CHANGE" E.V. = "EXISTING VARIANCE" BULK ZONING REQ'TS FOR THE TOWN OF SOUTHOLD P.V. = "PROPOSED VARIANCE" ZONE: HB HAMLET BUSINESS BLOCK: 03 LOT:11.1 '� REQUIRED EXISTING PROPOSED r .. , LOT SIZE (SF): 20,000 SF 57,052 SF 57,052 SF N/C LOT SIZE (AC): .46 ACRES 1.3 ACRES 1.3 ACRES N/C • I �, > � ��1..1 L l no RA LOT WIDTH: 60 FT 1275 FT 1275 FT N/C I \ �� b � M Sc •' �, �- I , Architect f 176 FT N/C LOT DEPTH: 100 FT f176 FT I / , � V 611 MAIN STREET Al 1 ..,. . 2ND FLOOR FRONT YARD: NOTE 1 15 FT 9.9 FT E.V. 9.9 FT N/C I • NOTE 1 E.V. O.2 FT I I �� BOONTON, NJ 07005 0.2 FT N/C L_n_ \ ' 4'�c' TELEPHONE (973) 538-3815 SIDE YARD: 10 FT _ _ NOTE 1 M. - ° FAX 973-538-4095 BOTH SIDE YARDS: 25 FT 37.2 FT 37.2 FT N/C ���E� itai:o' CIANO, RA, PP NOTE 1 REAR YARD: 25 FT 5.4 FT 5.4 FT N/C / NJ RA -8078 MI 1301045424 NY RA 021687 MN 48411 LANDSCAPE AREA (%): 25 % 12.8 % LE_V� 12.8 % N/C - - - - - - - - CA 29549 MO A2009005517 CO 401804 NV 5015 CT 7:48A0,460001 54NC 9671 DC AR6052 OHIO 9510925 MAX. LOT COVERAGE (%): 40 % 25.2 % 25.2 % N/C PIKE S T R ' E T FL AR0014044 PA RA403281 GA RA 012998 RI 2030 MAX. BLDG HEIGHT (FT): 35 FT 44 FT LE.V.I 44 FT N/C ASPHALT PA VEMENT IL RA 001.020501 SC 8651 KS 5073 TEXAS 15417 MAX. BLDG HEIGHT (STY): 2 2 2 N/C _ - - � _ _ LA 5690 UT 8470051-0301 NOTE 2 / �- - 01 MD 11039 VT 2529 # PARKING SPACES: 29 46 44 - - - - _ _ -- _ - - _ _ -__ - f VA 0401008254 MA 10131 - - - - - - _ _ - _ NJ PLANNER 4351 ei% N wV�`���7711141**:41 � - - - - - REQUIREMENTS PERTAINING TO PROPOSED ANTENNA TELECOM EQUIPMENT R7•41 _ - - - - -- ""n NN/ `,v • CONSULTANTSMAX. HEIGHT (FT): 80 FT ±84 FT E.V. 120 FT P.V. N_c�IS ' U 0 r I "M It•MIN. SETBACK FROM ADJ. 98.5 FT, 165.9 FT, 104 FT, 166.2 FT, FD EXIfLOT LINES/STREETS 500 FT E.V. P.V. D HISTORIC o - 76.2 FT, 118.3 FT 70.7 FT, 117.5 FT / I FD O� "- I? ADD'L DIMENSIONS PERTAINING TO PROPOSED ANTENNA/TELECOM EQUIPMENT BLDG fWit•` r- - -- -- I , �"J, ' = o = Imo : MIN. DISTANCE TO o i` EXIsrG I EXISTG 2-sTY I • l c '--`. ,4. .: -:v -- 128.75 FT 124.75 FT +v� * 1-srY 1 I BRICK FIREHOUSE 10 w 1 r\ I 3 `_ , r , NEAREST RESIDENCE - _ w‘..N BRICK O _. I (F.F. +/-13.0) EXIST'G 1-STY -. FIREHOUSE I I r- BRICK FIREHOUSE I ^ (� LLC DISTANCE TO EXISTING -- ±4 FT TO NEAREST 9.5 FT, 63.3 FT, S63°4-5140'!) -rA --- �+- ---^� (F.F. +/ 13.0) •�• I (F.F. +/-12.4) IO STRUCTURES ON LOT 121.5 FT, 78 FT 12.00 I'1 D I n;' I ' ii • ® p, ... <.: ..ii .:.rM AREA OF SITE DISTURBED -- -- I 62.25' CAl'IRRIERU�RE NNN .® Rn ' < 100 SF _ 31.5 a BY NEW WORK ZI 28.5' AREAS EMT ° IUTY I \ REVISIONS Nr Exlsrc Ul .‘4Q '�\ III / ---'---------•-•-------•--•----__..----•---\ ^------------------------'---------`-'---------- I NO.. DATE. NOTE 1;MULTIPLE BUILDINGS&STRUCTURES ALREADY EXIST ON THE LOT WHERE FACILITY IS PROPOSED. MINIMUM/WORST-CASE RESIDENCE 'Q.. _._.� \ 1 08.05.14 NEW SURVEY INFO DIMENSIONS ARE LISTED IN CHART. SEE PLAN FOIR ADDITIONAL DIMENSIONS. a NOTE 2: REFER TO SITE PLAN'ASP-1"BY FRANK G. RELF,ARCHITECT APPROVED BY TOWN OF SOUTHOLD PLANNING BOARD ON I I 0 XISVG 1I ESTY FD II ,� \����, '_ I F 4/13/2004, ON WHICH 29 PARKING STALLS WERE PROPOSED. T-EX. TREE (TYP.) OFFICE ] FILLED-n r-- \ I ti 117.5' BLDG PROP. METER \,� EXEST G WOOUE I I I -PROP. 120' TELECOM UNIPOLE UNiPOLE ¢ I (TO REPLACE EXISrt;) \ • I rt� II , I� --EXISrG CONC. RE TANG WALL \,, / I NOTES: ° -I� - rli PROP. MESA SPAN CABINET \\ o 'di- I � 1- ELITE TOWERS SHALL BEGIN CONSTRUCTION WITHIN SIX (6) MONTHS OF RECEIPT OF ALL BUILDING PERMITS AND 0 PROP. LIPA TRANSFORMER \ I COMPLETION INCLUDING THE INSTALLATION OF THE FIRE DISTRICT'S ANTENNAS, FEED LINES AND MOUNTING BRACKETS 1pppw- ori I 11 Oa2Q15 FOR SUBMISSION UP TO OPERATIONAL CONDITION; 5.67 - C° .2"-c,-- \ I / 10 09.03.14 FOR SUBMISSION 2- SHOULD THREE (3) MONTHS PASS FOLLOWING THE DATE OF ISSUANCE OF ALL BUILDING PERMITS AND THERE HAS I Il-- �- f275'-0'�--_____ -__ __ 9 08.20.14 FOR SUBMISSION BEEN NO CONSTRUCTION, ELITE TOWERS WILL UPDATE THE FIRE DISTRICT WITH AN UPDATED SCHEDULE AND REASSURE ,,IL . _ WIDTH •\, --• ___ 8 05.07.14 FOR REVIEW THE CONSTRUCTION WILL BEGIN PRIOR TO THE SIX (6) MONTH PERIOD; . I tipN� (v --- pLE� � Exlsrc '' • I 7 04.15.14 FOR REVIEW -6 3- ELITE TOWERS SHALL MAKE BEST EFFORTS TO PROTECT THE WIRELESS COMMUNICATIONS FREQUENCIES UTILIZED BY F i'`\-\-. N\P °'- 1-STY THE ABILITY TO EXPAND TO ADDITIONAL FREQUENCIES AS 2�p P• STORAGE I _:_�--ill ®\ 6 03.21.14 FOR REVIEW THE FIRE DISTRICT AND WILL NOT DENY THE FIRE DISTRICTR PRO � BLDG I �"°- EITHER MANDATED BY LAW OR BY NEED OF THE FIRE DISTRICT; F -®- N� 0 - f / 5 03.17.14 FOR REVIEW 4- ELITE TOWERS HAS STATED THAT A WIRELESS PERSONAL SERVICE PROVIDER, MORE SPECIFICALLY, VERIZONJ \ 20p% 5.7' vt- I 435612 02.19.14 FOR REVIEW WIRELESS, SHALL OCCUPY THE TOP (CANISTER) POSITION ON THE TOWER. FURTHERMORE, ELITE TOWERS SHALL INFORM - ` �� � � ,; h Lri ALL PARTIES THAT THE TOP POSITIONS WILL BE WHIP-TYPE ANTENNAS OPERATED BY THE MATTITUCK FIRE DISTRICT - - �/ I - AND INSTALLED AT THE TOP MOST POSITION, BETTER DEFINED AS THE TOP OF THE TOWER'S STEEL STRUCTURE WHICH X I 3 08.16.13 FOR REVIEW x--"-'-X--x--w--X . / tall 2 07.17.13 FOR REVIEW IS ASSUMED TO BE ONE HUNDRED TWENTY (120) FEET ABOVE GROUND LEVEL; S67'30'20... x`z--- - =--.---,,_, 15.00' 1 03.21.13 FOR REVIEW 5- ALL FEED LINES FOR ANTENNAS MOUNTED ABOVE FORTY-FIVE (45) FOOT LEVEL SHALL BE CONCEALED WITHIN THE AL TOWER PROPER. ELEVATIONS BELOW FORTY-FIVE (45) FEET MAY BE INSTALLED ON THE OUTSIDE OF THE TOWER; I I 0 03.20.13 FOR REVIEW )11 NO.: DATE: 6- ELITE TOWERS SHALL REMOVE THE EXISTING TOWER AND RETURN THE AREA AROUND THE FORMER SITE TO I \ ISUBMISSIONSSTANDARD EXPECTATIONS; I APPROVALS: 7- ALL FEED LINE AND ANTENNA ACCESS PORTS SHALL BE REASONABLY SEALED TO PREVENT INHABITATION BY BIRDS I AND ANY OTHER WILD LIFE; /I I / / -8- ELITE TOWERS SHALL ASSURE THE NOISE OUTPUT OF THE EMERGENCY POWER GENERATOR SHALL COMPLY WITH --_II _� _ THE TOWN'S NOISE REQUIREMENTS WHICH ARE AS LOW AS 45dB AT CERTAIN TIMES AND 1HAT ANY TESTING OF THE I GENERATOR SHALL BE BETWEEN THE HOURS OF 9:00AM AND 4:00PM., MONDAY THROUGH FRIDAY; I __ 9- ELITE TOWERS SHALL ADHERE TO THE FIRE DISTRICT'S ANTENNA ALLOCATIONS AS REPRESENTED ON FIGURE 3 IN THE APPROVED PLANS, UNLESS THE FD PROPOSES A CHANGE. 1 I N _ I al I .......... CLIENT / PROJECT: - / I I °2 I (5,1.('. i -- ------------ , 87 N INDUSTRY CT. I -.._ SUITE J ` DEER PARK NY 11729 L I I I _��� I SCTM#11000-140-003-011.1 _ I1000 TUC STREET M K, NY 11952 I APPROVEDDRAWINGTITLE:. IP1-A1ThHNGBOARDTOWS O SOUTHOLDSITE PLAN I IJ II DATE 2I , •� I SITE PLAN SCALE: 1"=30'-0" PROJECT MANAGER SCALE: ` I �1v1/(,/7 2„: AS NOTED D � � � � lJ � DATE: NOTES: � I I - JUL 2 2 2015 KS (JHP) 03.14.13 1. THE PROPOSED TELECOMMUNICATIONS INSTALLATION WILL NOT \ CHECKED BY: I B REQUIRE ANY GRADING OR DRAINAGE WORK. 2. SITE DATA DIMENSIONS TAKEN FROM SURVEY PERFORMED IN d Town Southold GM 7141 JULY 2014 BY PECONIC SURVEYORS, P.C., N.Y.S. LIC.# 49618. e PROJECT NO.: & Planning Boardn.,., _ <. ,,,WV.a. ;r THIS DESIGN IS COPYRIGHTED AND DRAWING NO. PROTECTED UNDER THE LAWS OF THE 3. ELEVATIONS ARE REFERENCED TO N.G.V.D. WETLANDS 500' PLUS. UNITED STATES OF AMERICA. ANY LP UNAUTHORIZED USE OF THE DOCUMENT WITHOUT WRITTEN CONSENT OF /MUSCIANO IS PROHIBITED. Z2 '013 • EXISTING CONC. t'_ APRON DOUBLE BAY FOR FD TRUCKS ] .._ _ Gary Musciano, RA � -� � L_ _J L_ � �- _JArchitect PROP. FUTURE CARRIER �� � ...• 611 EQUIPMENT CABINETS o b`1-;.:-� )AF MAIN STREET y 4' , -,cr '� �C-llx 2ND FLOOR ON PROP. FUTURE ,— '• � i�1vs �� 0 `y C> BOONTON, NJ 07005 ;4'41 c}. •' "1 O PHONE (973) 538-3815 STEEL PLATFORM W/ SCREEN ENCLOSURE (Ia. 3' +� FAX 973-538-4095 :14,-,.,, ,f` , / Y 4� EXISTING • • - • @3849: .kd MI 1301045424 FIREv► 14 CA ': At — MN 48411 i MO A2009005517 PROPOSED CABLE ��� STATION COC 401804 NV 5015 , BRIDGE(SEE 3/Z4) I DC ARC6052 OHIO 9510925 FL AR0014044 PA RA403281 • GA RA 012998 RI 2030 IL RA 001.020501 SC 8651 1541 EXISTING HVAC, TYP. C ] - LA 5690 UTKS 5073XAS 847 05170301 MD 11039 VT 2529 I PROP. FUTURE MA 10131 VA 0401008254 I CARRIER NATURAL � NJ PLANNER 4351E4-; GAS GENERATOR CONSULTANTS 1—____ EXISTING VENT Yy: :H ' HOOD, TYP. T- \ ,,,-, ., . . • • _a PROP. FUTURE CARRIER EQUIPMENT 1 -- ,, ,,, ..,, 3,„.res CABINETS ON PROP. FUTURE STEEL u n" .' PLATFORM W/ SCREEN ENCLOSURE ,, l' . ... REVISIONS I 412=11011=121111311111111=131111= NO.: DATE: / . i Nr . .... .... 0514BOLLARD EXIST'G/ 1 08. S INFO C • • DV [-LJ PROPOSED CABLE . BRIDGE(SEE 3/Z4) • I r-L, 10 052015 FCR SUBMSSION J I I °' I 2'-4; 9 09.03.14 FOR SUBMISSION EXISTING - PROP. 800A METER BANK x" 8 08.20.14 FOR SUBMISSION y. 1 —STY (MTD ON BLDG) i. • • • 7 04.15.14 FOR REVIEW FD OFFICE EXSTG. WOOD POLE TO BE REPLACED 6 03.21.14 FOR REVIEW BLDG PROPOSED MATTITUCK FD WHIP ANTENNASi� 1 00 5 03.17.14 FOR REVIEW MOUNTED AT TOP OF PROPOSED UNIPOLE0. •C° N 4 02.19.14 FOR REVIEW / \ 1 • +I PROPOSED 120' HIGH TELECOM UNIPOLE 3 08.26.13 TO REPLACE EXIST'G WOOD POLE _,-----\\_ /'� 2 FOR REVIEW FOR REVIEW OUTLINE OF PROPOSED MONOPOLE1,.-6„ FOUNDATION EXISTING 1 03.21.13 FOR REVIEW EXIST'G CONC. RETAINING WALL ASPHALT PARKING LOT 0 03.20.13 FOR REVIEW PROP. 42" HIGH, 6" DIA. - 0 e W/PAINTED STRIPES NO.: DATE: SUBMISSIONS BOLLARDS, (6) TYP. APPROVALS: PROPOSED MESA SPAN CABINET ' O 1 PROPOSED LIPA TRANFORMER 0 00 • +I 0 .1.... d • CLIENT / PROJECT: • • ±10'—e" • ..., , ..' ...• 1:;..;::.J.i;,:'....V..:: .''.'1.'II:.'S.LI. EXISTING 87 N INDUSTRY CT. ASPHALT PARKING SUITE J LOT DEER PARK NY 11729 __— _ _ - - - - MATTITUCK — ______ - - - ______ _______ _____ _ SCTM# 1000-140-003-011.1 — — — __ _ 1000 PIKE STREET MATTITUCK, NY 11952 �� �� �__ @ -. - w-c i. "F.31:' 'H'...a.a i1. AF:'•iS r 's: u,+1YS1ti : • DRAWING TITLE: • EXISTING CON POU\D PLAN SIREN POLE EXISTING i 1 —STY CONC. 8c • ............. MTL BLDG - • ..:. •'. -+."'..x s..era r-.<s as, ..aa£ x PROJECT MANAGER: SCALE: I — — GM AS NOTED _ '�_ O _, « .. DATE: DRAWN BY APPROVE KS (JHP) 03.14.13 P LAM NING OAtto CHECKED BY: PROJECT NO.: C;) COMPOUND PLAN 'MINN iRU f" GM 7141 TOS iOF SOUTHOLD R ECUV .:n'.... -:..< .i tea- [..h.^t'-..r r_,•. +k un ne.:,..,. x..:;.s..-? xb v _. 0 4•' 8' 16' 24' / THIS DESIGN N COPYRIGHTED AND DRAWING N0. PROTECTED UNDER THE LAWS OF THE DATE Ir �� tonY ' B Z015 UNITED STATES OF AMERICA. ANY L UNAUTHORIZED USE OF THE DOCUMENT WITHOUT WRITTEN CONSENT OF HERBST/MUSCIANO ARCHITECTS IS PROHIBITED .3 , —„>. o-.... ,101dTown ming Board 200 SOLID FLANGED .040" MIN. ALUM. COVER WITH THE NECESSARY COVER FITTINGS, STRAIGHT & CURVE SECTIONS AS MANUF. BY B-LINE SYSTEMS. ALUM. LADDER TYPE CABLE TRAY - MODEL 47 B-LINE WITH THE NECESSARY FITTINGS, CONNECTORS �� ����� STRAIGHT & CURVE SECTIONS, ETC. AS MANUF. BY B-LINE SYSTEMS. 16" 4" X4" PIPE PIER PRODUCTS SUPPORT Architect SYSTEM CO 2'-O" O.C. MAX. �- ASPHALT WALKWAY PAD "THICK X 18" �� stz ARCA 611 MAIN STREET c`t• MUS ?� 2ND FLOOR 000000 LONG X CONTINUOUS FOR WIDTH OF P �; C r PIER. PLACE TO ROOF-DO NOT USER F V �' BOONTON, NJ 07005 �` no°��°�8�4�00 CEMENT BETWEEN •EXISTING ROOF AND 0� 4-16,7,,1 0 TE EPHONE (973) 538-3815 FAX 973-538-4095 NEW WALK PAD "' �1;-.r, n' `tNizmh, 1 EXISTING ROOF G - TV•u ,i ,! RA, PP J> 0 2 6 0 ' 41 .IL $t MI 1301045424 PROP. CABLE BRIDGE , •-• FO 687 MN 48411 CA 2. 49 MO A2009005517 CO 401804 NV 5015 ,+132'-6" A.G.L. TO +132'-6" A.G.L. TOAL 3 0 2" 4" 8" 12" CT 7547 NC 9671 TOP OF WHIP ANTENNAS TOP OF WHIP ANTENNAS DC ARC6052 OHIO 9510925FL AR0014044 PA RA403281 GA RA 012998 RI 2030 IL RA 001.020501 SC 8651 ___ FUTURE TOWN OF SOUTHHOLD FUTURE TOWN OF SOUTHHOLD KS 5073 TEXAS 15417 MATTITUCK FIRE DISTRICT SINCLAIR-SD314-HF2P2SNM(ONE ANT.) C/L 126'-7" SINCLAIR-SD314-HF2P2SNM(ONE ANT.) C/L 126'-7" ----- MATTITUCK FIRE DISTRICT LA 5690 MD 11039 UT 8470051-0301 VT 2529 SINCLAIR—SC329—HF2SNF(D00—G06) C/L 126'-7" FREQUENCY OF TRANSMISSION -(MHz) 483 FREQUENCY OF TRANSMISSION -(MHz) 483 SINCLAIR—SC329—HF2SNF(DOO—G06) C/L 126'-7" MA 10131 VA 0401008254 NJ PLANNER 4351 FREQUENCY OF TRANSMISSION—(MHz) 465 FREQUENCY OF TRANSMISSION—(MHz) 465 __ , „ CONSULTANTS di +120 -0 A.G.L. TO ±120 -0 A.G.L. TO /- t NOTE - �, � .,,�.. ,�.:::;K .., .,._ x,�-..;n t ,�:_ .�, •_ .: � x � THE INFORMATION CONTAINED ON I TOP OF PROPOSED UNIPOLE TOP OF PROPOSED UNIPOLE THESE DRAWINGS HAVE BEEN VERIZON WIRELESS INSTALLATION VERIZON WIRELESS INSTALLATION PROPOSED 36" F TAKEN FROM 1) A SKETCH FOR PROPOSED 36" "MATTITUCK FIRE DISTRICT" BY DIAMETER AT TOP I AMPHENOL CWWX063X25X00 (ONE ANT.) C/L 115' AMPHENOL CWWX063X25X00 (ONE ANT.) C/L 115 I DIAMETER AT TOP LOU CORNACCHIA OF "SCINETX", OF POLE I FREQUENCY OF TRANSMISSION-(MHz) 777-787 FREQUENCY OF TRANSMISSION-(MHz) 777-787 I OF POLE HEEREEKT AND 2) DRAWINGS ENTITLED LIJ AMPHENOL CWWX063X25X00 (ONE ANT.) C/L 115' AMPHENOL CWWX063X25X00 (ONE ANT.) C/L 115' f - FREQUENCY OF TRANSMISSION-(MHz) 1970-1990 FREQUENCY OF TRANSMISSION-(MHz) 1970-1990"PROPO ,�' - LTERA1 ED ADDITION & III AMPHENOL CWWX063X25X00 (ONE ANT.) C/L 115' AMPHENOL CWWX063X25X00 (ONE ANT.) C/L 115' 1 , ALTERATIONS TO THE MATTITUCK I I 111 , ;*;.,,f,,,,s:,', .- ' " '"' FIRE DISTRICT" CREATED BY LII FREQUENCY OF TRANSMISSION-(MHz) 2110-2130 FREQUENCY OF TRANSMISSION-(MHz) 2110-2130 LI J `"r' L, 1 r FRANK G. RELF, AIA ARCHITECT, ---\ /- ;1; µ_ . : .:__ . .. . n ,.. rte.,. _:=_ .�_..>.- DATED 08.28.1995, AND AERIAL III \ / 11 i \ / REVISIONS Nr I I NO.: DATE: PHOTOGRAPHS, PUBLICLY IIII \ / AVAILABLE PROPERTY DATA AND _, 111 ?--_FUTURE WIRELESS B/C BLOCKS-LTE FUTURE WIRELESS B/C BLOCKS-LTE AQ_____( 1 04.15.14 POLE DIAMETER Sc COLOR OTHER INFORMATION PROVIDED 1 I / FUTURE ANTENNA MODEL C/L 105' & 95' FUTURE ANTENNA MODEL C/L 105' & 95 \ BY ELITE TOWERS, LLC., THEIR I I / FREQUENCY OF TRANSMISSION-(MHz) 734-740/740-746 FREQUENCY OF TRANSMISSION-(MHz) 734-740/740-746 \ III 2 08.05.14CARRIERS/EXISTING INFO I I ___// FUTURE WIRELESS A BLOCK- CELLULAR FUTURE WIRELESS A BLOCK- CELLULAR \ III AGENTS AND REPRESENTATIVES. \___ � 3 9.03.14 ANT. NAMES/FREQZ'S. r� FUTURE ANTENNA MODEL C/L 105' & 95' FUTURE ANTENNA MODEL C/L 105' & 95' �7 NOTE - 1 1 FREQUENCY OF TRANSMISSION-(MHz) 869.04-879.99/890.01-891.48 7REQUENCY OF TRANSMISSION-(MHz) 869.04-879.99/890.01-891.48 II THE INSTALLATION OF ALL I I FUTURE WIRELESS A-3/A-4/E-1 BLOCKS- PCS FUTURE WIRELESS A-3/A-4/E-1 BLOCKS- PCS III 11 Oa2a15 FOR SUBMISSION TELECOMMUNICATION EQUIPMENT `—JFUTURE ANTENNA MODEL C/L 105' & 95' FUTURE ANTENNA MODEL C/L 105' & 95' IS SUBJECT TO STRUCTURAL FREQUENCY OF TRANSMISSION- (MHz) 1930-1945/1965-1970 FREQUENCY OF TRANSMISSION- (MHz) 1930-1945/1965-1970 10 9.03.14 FOR SUBMISSION VERIFICATION PROPOSED 120' HIGH UNIPOLE PROPOSED 1OL HIGH UNIPOLE APPROVED BY 9 08.20.14 FOR SUBMISSION NOTE - COLOR OF POLE TO BE COLOR OF POLE TO BE RADOMES 9O'-8O' AND 8O'-7O' BLUE/GRAY AS PER TOWN OF BLUE/GRAY AS PER TOWN OF PLA ING COA1� 8 05.07.14 FOR REVIEW FOR FUTURE CARRIER SOUTHOLD CODE SECTION SOUTHOLD CODE SECTION 7 04.15.14 FOR REVIEW COLLOCATION 280-72A(7) 280-72A(7) TOW ® SOUTHOLD 6 03.21.14 FOR REVIEW *NOTE - DATE ` , 5 03.17.14 FOR REVIEW TWO YAGGI ANTENNAS WILL BE MOUNTED © C.L. 30' AGL. (4' 4 02.19.14 FOR REVIEW BOTH ANTENNAS FACE` �"""'` - 3 08.26.13 FOR REVIEW APART) SAME DIRECTION (110' SOUTH OF 2 07.17.13 FOR REVIEW MATTITUCK FIRE DISTRICT-\ DUE EAST) RFS-201-7N (ONE ANTENNA) C/L 64.7' \ r- MATTITUCK FIRE DISTRICT 1 03.21.13 FOR REVIEW FREQUENCY OF TRANSMISSION-(MHz) 450-460 MHz \ // RFS-201-7N (ONE ANTENNA) C/L 64.7' 0 03.20.13 FOR REVIEW \ \ ____ MATTITUCK FIRE DISTRICT MATTITUCK FIRE DISTRICT - / FREQUENCY OF TRANSMISSION-(MHz) 450-460 MHz \ I COMMANDER-1142-2CN (ONE ANTENNA) C/L 66.8' COMMANDER-1142-2CN (ONE ANTENNA) C/L 66.8' // NO.: DATE: SUBMISSIONS `-- _ FREQUENCY OF TRANSMISSION-(MHz) 46.34-46.46 FREQUENCY OF TRANSMISSION-(MHz) 46.34-46.46 - - MATTITUCK FIRE DISTRICT gib ____ MATTITUCK FIRE DISTRICT APPROVALS. RFS-BA1010-2 (ONE ANTENNA) C/L 62.9' `f' RFS-BA1010-2 (ONE ANTENNA) C/L 62.9' FREQUENCY OF TRANSMISSION-(MHz) 155MHz FREQUENCY OF TRANSMISSION-(MHz) 155MHz MATTITUCK FIRE DISTRICT MATTITUCK FIRE DISTRICT MATTITUCK FIRE DISTRICT LAIRD TECH. Y(B) 4506 (TWO ANTENNAS) C/L 30' \ MATTITUCK FIRE DISTRICT COMMANDER-1142-2CN (ONE ANTENNA) C/L 46.8' \ 1 mvLAIRD TECH. Y(B) 4506 (TWO ANTENNAS) C/L 30' FREQUENCY OF TRANSMISSION-(MHz) 483,486 MHz \\ / COMMANDER-1142-2CN (ONE ANTENNA) C/L 46.8' x rM „.. ws ;A, „ A.; FREQUENCY OF TRANSMISSION-(MHz)46.34-46.46 \ I FREQUENCY OF TRANSMISSION-(MHz) 483,486 (*SEE NOTE) \ / FREQUENCY OF TRANSMISSION-(MHz)46.34-46.46 _ +44'-1" A.G.L. TO CLIENT / PROJECT: +44'-1" A.G.L. TO \\ MHz(*SEE NOTE) FUTURE CARRIER EQUIPMENT ON \\ / 1 TOP OF ROOF RIDGE FUTURE CARRIER EQUIPMENT ON / I TOP OF ROOF RIDGE 1 \ I PROPOSED STEEL PLATFORM W/ SCREEN PROPOSED STEEL PLATFORM W/ SCREEN \ / I EXISTING FIRE -(`.-. ". EXISTING FIRE 1 \----- I ENCLOSURE (PROPOSED FUTURE CARRIER ENCLOSURE (PROPOSED FUTURE CARRIER \ ----J II STATION STATION \ EQUIPMENT PLATFORM BEYOND) (NIC) EQUIPMENT PLATFORM BEYOND) (NIC) \ I ' 1 \ ' 1 I +31'-2" A.G.L. TO +31'-2" A.G.L. TO _ \ I 87 N INDUSTRY CT. 1-_ . I I 9 I / �TOP OF PROPOSED TOP OF PROPOSED \\ \ I SUITE J I / EQUIPMENT SCREENING EQUIPMENT SCREENING \ \\ DEER PARK NY 1172 I / ±22'-3" A.G.L. TO +22'-3" A.G.L. TO \ \ MATTITUCK I __/ TOP OF PARAPET -,1 I TOP OF PARAPET : \ I / -- 1000-140-003-011.1 1 11111111 —� / LIIIIII T „ 1000 PIKE STREET +20 -3 A.G.L. 1 +20 -3 A.G.L. TO TOP OF ROOF '1 11 � TO TOP OF ROOF MATTITUCK, NY 11952 1 1 I II 1 1 1 \-- --_ I ii DRAWING TITLE PROPOSED CABLE BRIDGE PROPOSED CABLE BRIDGE ELEVATIONS TO BE INSTALLED ON ROOF TO BE INSTALLED ON ROOF OF EXISTING FD BUILDING. OF EXISTING FD BUILDING. - PROJECT MANAGER: SCALE:x V GM AS NOTED drip dors I I DRAWN BY: DATE: EXSTG. FD ANTENNA I 11111111 KS (JHP) 03.14.13 CABLE OUTLET TO BE ( I I I I 111 i BRIDGE OVER TO THE NEW 11111 11 I GM7 D (� D pn CHECKED BY: PROJECT NO.: ELEVATION A ELEVATION B PROPOSE ANTENNA. I J HU) I PROPOSED 44" DIAMETER GM 7141 0 4' 8' 16' 24' 0 4' 8' 16' 24' 12 0 AGL PROTECTED UNDER THE LAWS OF THE 1 AT BOTTOM OF POLE MAY 2 8 2015 THIS DESIGN IS COPYRIGHTED AND DRAWING NO. UNRED STATES OF AMERICA. ANY UNAUTHORIZED USE OF THE DOCUMENT WITHOUT WRITTEN CONSENT OF Southold Town HERBST/MUSCIANO ARCHITECTS Planning Board IS PROHIBITED. 2007 STRUCTURAL ENGINEER: S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 \ M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. r _ 46 RIVERSIDE AVENUE TEL 203-866-1471 WESTPORT. CT 06880 [.::::] e:::::::1 __ ____ _ _ __. . __ . . , ,___ __ _. , _ . ... J ,, , /I ,... ,. .. _ . _. , , , , , , __._ .. ,, ___,.....,... _ __ ________ ___ .,_ ______ ____ _ ________ _____..____, _ __. _ ___________ ____ ___ PROJECT CONTACT INFORMATION: 0J, .n VERIZON WIRELESS CONSTRUCTION MANAGER: KENNY UHLL (631) 236-2108 , VERIZON WIRELESS EQUIPMENT ENGINEER: HENRY CARRERO (914) 714-7368 VERIZON WIRELESS RF ENGINEER: ALLAN SHEDLO (845) 274-0642 5 GENERAL REVISIONS 7/17/15 VERIZON WIRELESS OPERATIONS MANAGER: BILL COFFIN (516) 294-1090 VERIZON WIRELESS REAL ESTATE CONTACT: ROBERT MONTELEONE (516) 316-4626 4 ISSUED FOR BUILDING PERMIT 4/15/15 — 3 REVISED PER 1 0 9 PSEG CONTACT: (800) 490-0025 COMMENTS 1v20/14 TELCO CONTACT: DEMETRIOS SOURSOS (631) 687-8637 PROPERTY OWNER: MATTITUCK FIRE DISTRICT 2 ISSUED FOR CONSTRUCTION 8/4/14 EQUIPMENT COMPOUND OWNER: ELITE TOWERS, LP. 1 ISSUED FOR REVIEW 7/21/14 ELITE TOWERS, LP. CONTACT: TANYA NEGRON (631) 242-0403 Na ISSUE OR REVISION DATE SITE. mATT1TucK . E , 0 ......,TE: 1000 PIKE STREET, MATTITUCK, NY 11952 , - TIM I3NDFrStCNr.D,PURSUANT TO SOUTHOLD TOWN CODE SECTION V3-131(n.ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN 1;5":0yAL SET FORTH LN THE RESOLUTION OF APPROVAL DATED I29 ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION). P .A PRINT NAME � -M' �.U/""' 416(A 12.i1 rn c I EX �� �AI � � GS: JTtio�i�siGA• TRE0 , APPROVED)B TON OFLEOLTtI 'LANSING BOARD C-1 SITE/ROOF PLAN_, MAIN GARAGE ROOF' PLAN, PROJECT INFORMATION, MAPS AND NOTES CHAIRPERSON SIGNATURE / DE� NOTE:The approved site development plan shall be valid fora period of eighteen(18) S-0 STR U CTU RAL SPEC I F I CAT I ON S AN D NOTES months from the dace of approval as per code section 230.132A. S—i ANTENNA ORIENTATION PLAN, ANTENNA & CABLE SCHEDULE AND CABLE ROUTING DETAILS t X84 ,j., -�.t e .,,9,, . ^ R ; 1 `, �� ,°�° 4.„,,.-t, ® ,.� , , a (,,, \ ^ " �'y .M.4„ ,,„,,,,,- ' SAFETY RAIL DETAILS `°A ESS HATCH � ..� �. . �� " • � •®� � .S 2 RRH/SDB OU TING DETAILS AND ROOF CC �-y s 1 1 k,: P µ � .t '. 1 NT SUPPORT FRA ING PLAN SECTIONS, DETAILS AND NOTES ''',:.),:-1:-,,,,--",:',,,,,.,13:„.,'m,,,,_ �- 8-3 EC�UIPI" E �z : F • N '; f °� : . a6� \f,,,, tl� ! nR ,,,-,., i .'� q maekli '.� ::� il',p* e s1t'� '- w'n ro. ;� , :�G ^tT Fes' ''1 P rs�a ,.� '. 's'a� y�.� £'e,' ^' s;.a,,r*' :�hY 4®.m' , �,z, DETAILS a , •' _ r. ��} i R, R DETAILS AND ROOF ACCESS LADDER ��tR ., ! ,i �.i +�• �, :' ._�-_! , �a ',' s EQUIPMENT PLATFO � �. �� f �` � � � 8-4 i` b �� �i` `r'h rr ♦ ! M ♦ .,.w f"•'�» yp� �° °-w"d � f °� )g «�� �+..aq, �, 4'�' cif �}+TM l `�...t "� ,« i.r i 4,", £ A,a�f a/ �J iii y M l F' S%, ,�1 . .� ''k`�. ��} ..v,6�.. ��' ,. �" .� �9 1 � x'a� air'": { ,{{([[ •y!� t� s�..J �4.i„w,.,q,'.'b3,`°',,,Ii:/';''' p "N.,,... 6 '#3 �.� �: } CC L '3♦ i s'; _1m' .. a« z .,p € as 3 s,•♦#...b°a,` �,.r'' ' $�`� � R':8-5 SOUTH BUILDING ELEVATION1 ,_ arty '' __. „� � �.. , •< �' `��a y .,P?'• �q�,�y .Fr• '"' ;: �,�{'-P,� �t 9 .* y "i y,�4♦ "f h � � 1 r .,r - � !` ,gam. P-1.0 PLUMBING SPECIFICATIONS ° e t .. �-,, .°"� ��`11P '��` ♦ �a .t �..,,a 4s}4.a �IC ,�I+R�S,r+�, ��`'! �..ms`"µ .� � t :4•fy _�`�"'satt �, ,+t�, "`d s q • "•��,f, 4� l a :�'1 4$,' s •,.g.:' e� �° b "' �� b "h.,a ,., !"r,} j'9n � .✓ � . _8"ea �t r s� v"+4 ta'�'4.-.;w A^'�$`t�.k � a A ;�!+�s �'�" � — PLANS e �• ^P 2.0 PLU BING G OUND FLOOR ROOFd tp, f '�''� 'i+ �,� err a° �}.'.,�. ,. ..b,�G�"z ,�,.,w � s,, �i �,� `' '� r�l�(� j`�'IE ',r� �111; w t° !`,' �• "' ,-'"° 10, sE_rni .r�.,��.." : s x ! �� #! E' f,.^:14r.7.„ \ 'ai# l -�:.°�' 1 L+diiJ..., si,'�I. h£• .,4 ' 4, xN&aY , � Nay � � ■ ,CP-3.0 PLUMBI G RISER AND DETAILS i,‘ �." F. �/ '; �t. _.,-`���^�.. 41 '`''�!tt .,�* °"*..�1 e�*�"° �� :�� '�` � ♦ �` ++rDRi ~ � i rr a'"+°�,, 'r� �.�^'°' �`� '�,��� b �� 't*' aa°'r`'+°�..a' "._ y # se s .'� , .......�s -a5e1_7 t..9. gv£..w njP,�a( ° i}i °.�sy, ep�, Y ,,�tiwi,.. 8 �1.'�i.#'t�, "i µ .#..... J4�at � -- £ra.e 5a. + �., 3r« ,�.,.iA[.'I" '♦ 4$ '° 4.'1. ,f " -: .`, rea`�,°� °°-1.0 ELECTRICAL SPECIFICATIO S ') .., . , , �,��» A-1 I .. ., . . 94 ,� nT r : .. ..*+ .�'" „a f,'13� :�;i 6.��t„r'�` .:,�. .�^°"'�'g"`�au+'e`-.-° d°Y rr� ''' �f "� -fi" ti " ''S ��''e�' �'� �t°'i.#' a�'�,�g ��,�°,�♦ii � t jJ'tm �. 3 d^ sear .k• a y ¢ tt 6y.9 .� „,.err „et _d '4 aP :. ,�,d't+.e,,,,;,-,..♦s-s a'"4 'q,.r'*'°paj i ,..'` - ,^r' .d „�S° I ^� j.t a*�S.t`,. 't°5,- * - �4�.s---t '� .Y.: `'`,x+ o"fie•1 •'�,!e,n'. t il. E : , 3£1P tlt e' L % � '” 9E-2.0 ELECTRICAL PLAN -»='`mak "4� � �''° w+"war }.,i "'"-M '''� 'r�,„��°'�'�R' • ggG1�#ai ! � � ) � � P£ ! } "k �d£«,r'°'"`a„ +^"`� «'''�_'�+33--- ;'VM ,a 5' „sf K t-♦ !' r •a+ {`. 4:3e 7 ,. �'-1 ♦�s .. �y� . 5 e� s ♦ aft#''iq k •e: " : "r •' '° -^ a f k', r Rte* s♦.a a. e0 f.! a. j -- ,�. 3 ® 1'a{yt,,t Li r ,f ' r ," -3. t 'l '�, ;® b1`a.`V.t=S .=3Fe,9 MAL RISER PANEL SCHEDULE AND PHONE BOARD „m °gym p b,, °,q , �, .. ,n.m � � „ � �� �. ;E 3.0 ELECTRIC — -„”` ,a -"yµ ..>„ J ..°^�t° '4a t' .AF6t}�t'd. - y♦ r �`.t rr �".d"«�,„^�jy"".„ '�` , a, ,,,,. ,,,r ,„4., j `^ ... —s. ^„da"'r :,B^ y♦{±1. r°1; iiv——.: ,,, ° 'M�s,r'� m' ...» , 1� ; f IA .,♦, ai r-,1,,.. -�',''/.��„ ,a, h•" �;A1k aC «...'"r'�` #r.aw,£�,''w"°...,...� - s"1r*�P�w£sq ' ,..«» 913 " Ma.. '3^ � e ' \ 1 V.:1£ "•' 11A * �.s, £*/Nti. . i'l` €"jetE—3.1 ELECTRICAL GROUNDING NOTES AND DETAILS i� � 'y- -' '' " .�d�,,*sk��.�'};`�,lt°".®' ,� g�,"C;. �� NA ° ��,Lei ..fir•'�'r" 1.. Z � �,y:f� e; • ! hA..a•�s`' 'b� '..�4 °a�`*w w M„:.`y"'� . ' •y,.-% ''0).1.41 '?e'.'1,. $,*, "`Aix°5..,>P&«, °�°ii_ .T"%' .. �q♦ t µ,.1 ,a4+° ? . i ii s e ' Eat;"*X i; 0 i#t? , '*' 7 v 4 Ys sx... s'. � R„rjjyyg 1 y6' ■ **i* tee, Bfit ,-- ue r":: $ , w * s i p I2 'I lnn 2r n ""�'" 4 „.8�'}' _ +� �'"� �e�. �.° �,C _ s`'i' i a 1 � +�� '� t b'f ..ms..µ �� F'�. K� r°^"""Y-m0�`. D L� V L`� E—3.2GROUND!NG RISER AND DETAILS _i 1 �` It. ` l " "s ,. ! r)" 9". t ;,II'''.t ir, _• cam.+ s s +y �d�� Mas,IP°" °j,,�i°f "<°"°°• ,..74',,,,, ,,,e ,-,:=7:-,.N ...�.'.'.^' `. f *i's`fr♦ L.> j• �g.i .,p�' 3 1 re �tl%g r. U-!, s 14);,11 AM k' ( A (� t, 4.7 -.. " '41:, ,a(''".R`- .°[t !d' f`e -. ate'♦ x rr .Ewt ey�tab♦..,ft „" 01.� °v �'.1�J .;' ctot/1,,;.)d .,4 rk,^°',; ::'...,,,,4..,"" , ,:..„,/'71 21 ll % 3,-;N.., —(2!7,4 '10 .4,4•el.( a'3 �1t1 IN Pim,,, SITE LOCATION TOPOGRAPHIC MAP t,f� tt FUTURE CARRIER EQUIPMENT PLATFORM ppir - � '"_ ��' ' "p �d@��"y � STRUCTURAL WITH SCREENING ENCLOSURE (BY OTHERS) 1 ' 1t'` ` '+ ` I' �` ` -..-.i . ;',PIC,:-,, � } c : �� ` \a . �� ' <7,"k4;:_ C CONSULTING LOT UNE OF LANDS OF MA111TUCK FIRE DISTRICT TYP. ,`•' 4 •`, `,;) < t'Pt '` "�' LOT 111) EXISTING HVAC UNIT, TYP. > AY i` • 'i`' '-rt 44" '° a -" ' BLOCK 3, y ,. . ;;, �, . �0.,-, < (DISTRICT 1000, SECTION 140, r S SERVICES, P.C. ZONED HB "HAMLET BUSINESS ZONE" BY TOWN OF SOUTHOLD. NY . ( .4 ,•' ',-4 ;;sg , ` '.° 7" '>•' ) ' ; r.�' r. NATURAL GAS GENERATOR ; �a �--- ,����',�,.- �� -� :�:"` �`,"< ��• < �; : � .< TOTAL PARCEL AREA 57,053± SF (1.31± ACRES) PLATFORM ACCESSORY NOTE; NEW BACK-UP f • ,,ten '` N , i,,"�- " ; i "-�''' q. WITH VIBRATION ISOLATION SPRINGS AND " ' ` ': ; " f:t''' l" ' ' A" \ ',/(';,-;;4,!\, CONTRACTOR SHALL SUPPLY THE FOLLOWING ,, );. \ t l " ; ' ���� � � , ,. � 67 FEDERAL ROAD,SUITE A8,BROOKFIELD CT 06804 EXPANDED METAL UNDERLAYMENT r1 t'A :_,- - -'°- - t# f ; ,: r. ,f a r, • 1 ITEMS AT EQUIPMENT PLATFORM. f/ }w °" " TEL 203.740.7578 FAX 203.775.5670 •r'P tp.�.v�•,.-, .?-*' ' '• ""°.r„ ! `'+t>; ; ,\ X.,. -, i k,,gyp ' r° t SUPPORTED ON NEW STEEL FRAMING. SEE -�--�` ��• .,�;s��-.v'� -6 FOLDING FIBERGLASS LADDER = � " - -``' � ` : ; , -FIBERGLASS FOLDING TABLE SUPPORT FRAMING PLAN ON SHEET S-3. -r y>, ': •m ' t . ,:, ' -FIBERGLASS CHAIR �� g� A / `I EXISTING ROOF HATCH (TO REMAIN). INSTALL NEW -,_'''�'.,';-,,,,,j._ -•-,,A• 1,:-4. . �'' `�`' :s: ^ •,'r,"'"' .44 M/E/P ENGINEER. -CHAIN AND LOCK TO SECURE ALL ITEMS �`�• � `qxa�� � °.°--- .� •. X ' �„ p• s ,: �. .,t. .°;",� ; � M E WICI(HAm- A 80' FIXED SHIPS LADDER FROM MEZZANINE LEVEL '' • g x`t : `' ;< ' :, ; f i'�COORDINATE EXACT ACCESSORY REQUIREMENTSUP TO ROOF LEVEL PER DETAILS ON SHEET S-4. Jar; ) fi-- f�' :` ' "`..'4<t ' ; ` ' , , ?ono .r B1\':. "s,jr:a `,'fx- WITH VERIZON WIRELESS PRIOR TO BID.s 20 9 at \ CB BREEN ASSOCIATES, P.C. jj G A rr f ..•N£ y? I • _ '. . -- E �(JF HATCHLPER DEAILLS ONE HETISS2STEM ON ti ;1 1. . , t ' .. 4 S ,/ .a t fA`� ,p> fig' �` 4/( +ao' 1 x xi �4, '.ey_ '' '•yHij Yif �. i � ,.r'!. .1d ib' !II • — _ NEW 3' WIDE STEEL ACCESS STEPS L3 ;`'" +°` �' �f�:�'^ k ttl- ►' '.,�< ;' � - 46 RIVERSIDE AVENUE TEL 203-866-1471 • — _ DOWN TO ROOF FROM NEW PLATFORM. ,.5,4="t-,e:, ", y""":.' ' ''..,4? :A --t"''t t 1i\‘'..,-.":•i4--.1!, WESTPORT CT 06880 • — — SEE DETAIL ON SHEET S-4. . `" Ti--"*". l; ° I - ► y .,*:•S e. '''..0 ,,,,IT:'—<. N. `'''''',:-.07-°!,.' .3? D, I"A rt t' `''} • 199.1 O 'V';'?:::,.:-::)';,,'''',.---- ',.(t```'.::4, 11 \„,\, ''' iii A,• gfi • A, IV/ :R • NEW NON-PENETRATING ROOFTOP CABLE . ,r.'i "-�):< � t4 t �� G 4 _ ° f TRAY, TYP. SEE CABLE TRAY LEGEND, i''' '4''',' ,y4. ,, '*f..:- " ,, NOTES AND DETAILS ON SHEET S-1. f E- � 14: .� CLIENT I ,.a' ,' `'9� ,,,,,,,,t,,,,,::, :':7•�:«y �8 �'s '�r x.• �F f t.*�e a,j ..<. tzp�s'• �M�pt4'N9$ EXISTING WOODEN UNIPOLE (NOT 2i ' `� '�`a`-' ' SHOWN FOR CLARITY) TO BE -" • '' ° °;•\�•'n,• q • / '$ 11EMVED 20 oFOOTATEL COMMUNIICATION REPLACED WITH NEW PROJECT INFORMATION ,, rn UNIPOLE (BY OTHERS) WITH VERIZON I o „--;-VWIRELESS' NEW PANEL ANTENNAS '! CONCEALED WITHIN. SEE SHEETS S-1 1• Scope of Work: IEll'Ir.,,.\ \ /�t AND S-5 FOR FURTHER INFORMATION. The purpose of these drawings is to illustrate the installation of the following: • �1 L c, - A 184E SF wireless telecommunication equipment platform located on the • ' noid7 (AT GRADE BELOW) (4)-ELECTRIC METER roof of the existing two-story masonry garage within new screening • 1 wireless _ Gl_ BANK WITH DISCONNECTS ON UNISTRUT enclosure with vinyl brick facade -- -- - FRAME (BY OTHERS). SEE ELECTRICAL - A Back-up natural gas generator with sound enclosure on the roof of the In " \y ` ®' DRAWINGS FOR FURTHER INFORMATION. ,. •cd I - : existing two-story masonry garage 4 CENTEROCK ROAD — __ NEW 184± SF EQUIPMENT PLATFORM WITH RAIN - Three (3) panel antennas (transmit and receive) mounted within a new WEST NYACK, NEW YORK 10994 = = _ s+ CANOPY ABOVE. SEE SHEETS S-3 AND S-4 120 foot telecommunication unipole (unipole proposed by others ROOF? I \'� 3 ' • = FOR FURTHER DETAILS. SUPPLY FURNITURE - Four (4) GPS antennas (receive only) mounted to the new screening enclosure _ GPS = AND ACCESSORIES AS PER "PLATFORM 2. Applicant: 3. Engineer of Record: o ACCESSORY NOTE" ON THIS SHEET. ; � :..; .. ..:::: — Partnership Fahey, S.E. ::::: '+.::':.:..:.:. ... :..:...:....::__; :� New York SMSA Limited James H. P.E., o • P---.1 : ::.:.. GPS 1r!//'••., , , d/b/a Verizon Wireless Structural Consulting Services, P.C. • ir .........:.... - i_... �''/3 ''r � 4 Centerock Road 67 Federal Road 4§P/ilia , .-C, 7 West Nyack, NY 10994 Brookfie.d i•':• o i-..:.:..:.:::...<...:..:..:........... EXISTING CMU/BRICK PARAPET, TYP. 4. Property owner: i I � r:_r=' Mattituck Fire District N. -, '_I " EXISTING WINDOW OR DOOR BELOW, TYP. 201') ��J j - ---_ ; 0 0 P.O. Box 666 i OCTQCT 2'• ii T L414 - : 0 Mattituck, NY 11952 I _:.- I :' NEW SCREENING WALL ENCLOSURE (WITH Souu�ottl Ta+ E•iiiIrt., -- - BRICK VINYL PANELING TO MATCH 5. Site Data: Planning Bunn' I EXISTING BUILDING) SUPPORTED FROM AND Street Address: 1000 Pike Street • Planning MAIN GARAGE ROOF o SURROUNDING NEW EQUIPMENT PLATFORM. Mattituck, NY 11952 w �'I SEE SHEET S-3 FOR FURTHER DETAILS. District: 1000 • Section: 140 NEW GPS ANTENNA MOUNTED TO OUTSIDE FACE Block: 3 APPROVED BY OF NEW SCREENING ENCLOSURE, TYP. FOR FOUR Lot: 11.1 `4 (4) GPS ANTENNAS TOTAL. MOUNT TOPS OF 644r"4141,..A., ' Approximate Parcel Area: 57,053± SF (1.31± Acres) PLANNING BOARD , `�.� GPS ANTENNAS 2'-O" ABOVE TOP OF Zoning District: HB "Hamlet Business Zone" ENCLOSURE. SEE SHEET S-1 FOR GPS ANTENNA Jurisdiction: Town Of Southold, NY TOWN OF SOUTHOLD ' MOUNTING DETAIL. PAINT GPS ANTENNAS AND - MOUNTS WITH RF TRANSPARENT PAINT TO Approximate Latitude: N 40' 59' 34.4" (NAD '83) • I u' MATCH EXISTING BUILDING FACADE. Approximate Longitude; W 72' 31' 59.7" (NAD '83) DATE f�i }/ {' Approximate Ground Elevation: 8 feet (NGVD '29) I � 6. oes: r � T —�`. S 26.42'20" E EXISTING VENT HOOD, TYP. N ^C� ` 1�.��w� , i ��` v I 39.70' - 1.) New features labeled as such; all else existing. i ( ll 2.) Existing features shown hereon were taken from limited field measurements ® ® - �: I ° I°°°I o X X taken on April 18th, 2013, drawings of the building entitled "Architectural Site i 70'± ,(PROPOSED) ° ° ° MAIN GARAGE ROOF PLAN Plan & Details" (sheet SP-1) and "Partial Rear Elevation & West Side Elevation" i ® 2 SCALE: 1" = '10' - 4 (sheet A-6) prepared by Frank G. Relf, A.I.A. Architect; 520 Broadhollow Road, u D ( i1 Melville, NY 11747 dated August 28th, 1995 (Reif Project# 95031F) for additions I'" `'` \ -- tie; I rn and alterations to the Mattituck Fire District facilityon the property and from a o:: i "Site P P Y '''%....li.ls'ilfak . ' 1 ..� GRAPH/C SCALE drawing of the property entitled Site Plan" (sheet A-01) prepared by Gary o .p ° i ASPHALT o (2nd ) Boonton, NJ 07005 last `[ i AREA ry 10 m s 10 20 APPROXIMATE Musciano, RA Architect; 611 Main Street floor), 2014 (Musciano Project# 7141) for the proposed #'i.7.::. - _.1-. o I o issued September 1st, j # P P 120'± PROPOSED TRUE NORTH •� installation of the 120-foot telecommunication unipole and related utilities at PJ-......._ _ -<_ 0 O 0 :. the property. • . I _� � _ 3.) The new use is,unmanned and will be visited approximately once a month EXISTING MAIN SEE "MAIN GARAGE ROOF PLANfor maintenance purposes; therefore the site is not anticipated to generate • ONNTHIS SHEET FOR ENLARGEMENT (IN FEET) additional noise, fumes, vibrations or traffic. • GARAGE ROOF 7 AND FURTHER DETAILS 4.) No additional parking is required for the new use as this is an unmanned w 5 GENERAL REVISIONS 7/17/15 • site. o ; n I 5.) No solid or liquid waste will be produced by the new use as this is an 4 ISSUED FOR BUILDING PERMIT 4/15/15 unmanned site; therefore, no water or sewage facilities are required for the new use. M R TO THE PLUIMBING DRAWINGS FOR KEY PLAN 6.) There will be no commercial or retail signs, nor special lighting required for 3 REVISED PER COMMENTS 11/20/14 z I w co I DETAILS AND ROUTING OF NEW NATURAL 1 inch = 60 ft.f the new use. o GAS SERVICE. COORDINATE ALL WORK GRASSY r • WITH THE PLUMBING DRAWINGS. 7.) Fire protection and security provisions will include remote monitoring of the 2 ISSUED FOR CONSTRUCTION 8/4/14 • subject site. _„ AREA -H > \ �• 1 ISSUED FOR REVIEW 7/21/14 I -H o v \ \ `. I REFER TO THE ELECTRICAL DRAWINGS FOR • \. , No. ISSUE OR REVISION DATE EXISTING DETAILS AND ROUTINIG OF NEW ELECTRIC \ ` •\ STRUCTURE, TYP. I• AND TELEPHONE SERVICES. COORDINATE \ APPROXIMATE No use, reproduction or dissemination may be made of this drawing ALL WORK WITH THE ELECTRICAL DRAWINGS. \ LOCATION OF \ \ \ and the concepts set forth without the prior written consent of NEAREST \ \ / ••� Structural Consulting Services, P.C. Copyright©2015 (GRASSY cn \ i cr) RESIDENTIAL /- AREA / I \STRUCTURE \. /'• •\ PROJECT TITLE + .... y NOTE: , \ /• �.�. i w \ I (Sk /, • New York SMSA I �oooAFTER COMPLETION OF CONSTRUCTION,- CONTRACTOR SHALL RIESTORE ALL DISTURBED \ �► j �� `�v' Limited Partnership N 25'57'00" W 152.36' AREAS TO THEIR ORIGIINAL EXISTING CONDITIONS. \ _ S`�g /.•/• '•\ `,�, \ d/b/a VERIZON WIRELESS \ /' �' SITE: MATTITUCK RELO " moo, . \. A30 40 • L . S 63'45'40" W N 25.5s'3o" w 55.00' 12.00' \ \ \ A • •\ G 1000 PIKE STREET • �, MATTITUCK, NY 11952 • \ /•110± „\J'FO \ •'\ DRAWING TITLE SITE/ROOF PLAN N. °® ,� \� SITE ROOF PLAN REFERENCE; SCALE: 1" = 20' 0 -* \ SITE/ ROOF FEATURES SHOWN ON THIS SITE/ROOF PLAN WERE TAKEN FROM LIMITED nt ® \ '� , FIELD MEASUREMENTS TAKEN ON APRIL 18TH, 2013 AND FROM A DRAWING OF THE �_i yi , �`� ° �\• \\ ,••�- �� MAIN GARAGE ROOF PLAN BUILDING ENTITLED "ARCHITECTURAL SITE PLAN & DETAILS" (SHEET SP-1) PREPARED ` '`"� N. • , O - •i'• PROJECT INFORMATION, BY FRANK G. RELF, A.I.A. ARCHITECT; 520 BROADHOLLOW ROAD, MELVILLE, NY 11747 GRAPHIC SCALE • DATED AUGUST 28TH, 1995 (RELF PROJECT# 95031F) FOR ADDITIONS AND • MAPS AND NOTES ALTERATIONS TO THE MATTITUCK FIRE DISTRICT FACILITY ON THE PROPERTY. so o io 20 40 \ ••V• ., • �• APPROXIMATE r TRUE NORTH �, . c -- ,-- REFERENCE; ,--1 -g=P=T;: r===- \ \ 1Qy Z4 / SE . `' Of' Nil:04 SCALE PROJECT NO. OTHERS SHOWN ON THIS SITE ROOF PLAN WERE (IN FEET) \ \ -' %\. `S ' °• �" � \ FEATURES PROPOSED BY SITE/ ROOF FROM A DRAWING OF NE PROPERTY ENTITLED "SITE PLAN" (SHEET >\ �� ' ,• AS NOTED VER0798 GARYco MUSCIANO, RA ARCHITECT; 611 MAIN STREET (2ND \ A-01) PREPARED BY /•' �5 DRAWN BY DRAWING NO. FLOOR), BOONTON, NJ 07005 LAST ISSUED SEPTEMBER 1ST, 2014 (MUSCIANO , - \ /'- \ .�" m � �� CHECKED BY PROJECT 7141) FOR THE PROPOSED INSTALLATION OF THE 120-FOOT q TELECOMMUNICATION UNIPOLE AND RELATED UTILITIES AT THE PROPERTY. ` m, APPROXIMATE \ •'� /�• \ ! 84 ,�� .�� JHF C in 1 LOCATION OF EXISTING - gip„' DATE STRUCTURE, TYP. \ .NX90, ESS 7/15/14 f GENERAL CONDITIONS ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 EDITION OF THE "BUILDING CODE OF NEW 4. CONSTRUCT TEMPORARY DUSTPROOF PARTITIONS WHERE REQUIRED TO I. ALL STRUCTURAL STEEL AND CONNECTION MATERIAL TO BE EXPOSED TO D. ENGINEER MAY INSPECT STRUCTURAL STEEL AT PLANT BEFORE SHIPMENT. S STRUCTURAL YORK STATE" AND WITH THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. SEPARATE AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST OPERATIONS ARE WEATHER SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WHERE THE REQUIREMENTS OF VARIOUS CODES CONFUCT, THE MORE STRINGENT SHALL APPLY. PERFORMED. WITH ASTM A123 AND A153. TOUCH-UP FIELD WELD AREAS WITH ZINC RICH E. CORRECT DEFICIENCIES IN STRUCTURAL STEEL WORK THAT INSPECTIONS C CONSULTING A. ALL DIMENSIONS AND INFORMATION SHOWN IN THE DRAWINGS ARE TAKEN PAINT. PROVIDE TNEMEC 90-93 OR EQUAL. AND LABORATORY TEST REPORTS HAVE INDICATED TO BE NOT IN COMPLIANCE FROM LIMITED FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION, CONTRACTOR G. DO NOT ALLOW DEMOLISHED OR REMOVED MATERIALS TO DROP, FALL OR WITH REQUIREMENTS. PERFORM ADDITIONAL TESTS, AT THE CONTRACTOR'S IMPACT AGAINST STRUCTURE OR FINISHES TO REMAIN. PROTECT ALL EXPENSE, AS NECESSARY TO RECONFIRM ANY NONCOMPLIANCE OF ORIGINAL S SERVICES SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS WITH EXISTING STRUCTURES AND FINISHES TO REMAIN FROM DAMAGE OF ANY KIND. FABRICATION: WORK AND TO SHOW COMPLIANCE OF CORRECTED WORK. , • • CONDITIONS. INFORM THE ENGINEER OF ANY DISCREPANCIES PRIOR TO A. SHOP FABRICATION AND ASSEMBLY: FABRICATE AND ASSEMBLE STRUCTURAL COMMENCING WORK AND DO NOT PROCEED WITH ANY AFFECTED WORK UNTIL NOTIFIED. H. DISPOSAL OF DEMOLISHED MATERIALS: REMOVE DEBRIS, RUBBISH AND ASSEMBLIES IN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ITEMS OF F. WELDING: VISUALLY INSPECT TO THE REQUIREMENTS OF SECTION 6 AND 8 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS AND AS OF AWS D1.1. USE AN AWS CERTIFIED INSPECTOR OR ASSISTANT WELDING TEL:203.740.7578 FAX: 203.775.5670 B. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS OFSITE. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE. INDICATED ON FINAL APPROVED SHOP DRAWINGS. PROVIDE CAMBER IN INSPECTOR(S) UNDER THE SUPERVISION OF THE AWS CERTIFIED WELDING DIMENSIONS OR QUANTITIES AND FOR THE FITTING TO OTHER WORK; FOR STRUCTURAL MEMBERS WHERE INDICATED. INSPECTOR. ALTERNATIVELY, IMPLEMENT A PROGRAM OF SELF CERTIFICATION WORK TO BE CONFIRMED AND CORRELATED AT THE SITE; FOR INFORMATION 1. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OF WELDING INSPECTORS PROVIDED THE PROGRAM IS WRITTEN AND IS M/E/P ENGINEER: PERTAINING TO THE FABRICATION PROCEDURE OR TO THE MEANS, METHODS, OPERATIONS, COMPLY WITH APPLICABLE REGULATIONS, LAWS, AND 1. PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY. SUPERVISED BY AN AWS CERTIFIED INSPECTOR IN COMPLIANCE WITH THE TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION. THE ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST FABRICATE FOR DELIVERY SEQUENCE THAT WILL EXPEDITE ERECTION AND REQUIREMENTS OF AWS D1.1, SECTIONS 6 AND 8. MAKE AVAILABLE TO THE VERIFICATION OF THE PHYSICAL INTERRELATIONSHIPS OF ELEMENTS OF THE EXPOSURE OR ENVIRONMENTAL POLLUTION. MINIMIZE FIELD HANDLING OF MATERIALS. ENGINEER THE WELD INSPECTION PROGRAM INCLUDING THE INSPECTOR'S WORK FROM PLANS AND SPECIFICATIONS AND IN THE FIELD IS THE CERTIFICATION RECORDS. INSPECT AND TEST DURING FABRICATION OF CB BREEN ASSOCIATES, P.C. CONTRACTOR'S SOLE RESPONSIBILITY. REVIEW OF CONTRACTOR'S I. DAMAGE: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES 2. WHERE FINISHING IS REQUIRED, COMPLETE ASSEMBLY, INCLUDING STRUCTURAL STEEL ASSEMBLIES, AS FOLLOWS: SUBMISSIONS DOES NOT RELIEVE CONTRACTOR FROM THESE BY DEMOLITION WORK AT NO COST TO VERIZON WELDING OF UNITS, BEFORE START OF FINISHING OPERATIONS. PROVIDE RESPONSIBILITIES. FINISH SURFACES OF MEMBERS EXPOSED IN FINAL STRUCTURE FREE OF 1. CERTIFY WELDERS AND CONDUCT INSPECTIONS AND TESTS AS REQUIRED. 46 RIVERSIDE AVENUE TEL 203-866-1471 MARKINGS, BURRS, AND OTHER DEFECTS. RECORD TYPES AND LOCATIONS OF DEFECTS FOUND IN WORK. RECORD WESTPORT, CT 06880 C. PROPOSED OPENINGS OR RECESSES IN THE STRUCTURE WHICH ARE NOT STRUCTURAL STEEL WORK REQUIRED AND PERFORMED TO CORRECT DEFICIENCIES. SHOWN IN THE DRAWINGS, EITHER DIRECTLY OR BY TYPICAL DETAIL, SHALL B. CONNECTIONS: WELD SHOP CONNECTIONS IN ACCORDANCE WITH AWS D1.1, BE SUBMITTED FOR ACCEPTANCE. GENERAL UNLESS OTHERWISE INDICATED. 2. PERFORM VISUAL INSPECTION OF ALL WELDS. D. HOLES OF ANY SIZE SHALL NOT BE DRILLED INTO STRUCTURAL MEMBERS SUBMITTALS: WITHOUT THE ACCEPTANCE OF THE ENGINEER, EXCEPT AS SHOWN IN THE A. PRODUCT DATA OR MANUFACTURER'S SPECIFICATIONS AND INSTALLATION C. BOLT FIELD CONNECTIONS, EXCEPT WHERE WELDED CONNECTIONS OR OTHER 3. PERFORM TESTS OF WELDS AS FOLLOWS. INSPECTION PROCEDURES LISTED DRAWINGS. INSTRUCTIONS FOR THE FOLLOWING PRODUCTS ALONG WITH SAMPLES CONNECTIONS ARE INDICATED. PROVIDE HIGH-STRENGTH THREADED FASTENERS ARE TO BE USED AT CONTRACTOR'S OPTION UNLESS OTHERWISE NOTED ON CLIENT: WHERE INDICATED. INCLUDE LABORATORY TEST REPORTS AND OTHER FOR BOLTED CONNECTIONS. THE DRAWINGS. DATA TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS (INCLUDING E. IT IS ANTICIPATED THAT ALL MEMBERS BE FABRICATED AND ERECTED SPECIFIED STANDARDS). D. HIGH-STRENGTH BOLTED CONSTRUCTION: INSTALL HIGH-STRENGTH THREADED a. LIQUID PENETRANT INSPECTION: ASTM E165. FREE OF SHOP AND FIELD SPLICES. IF FIELD CONDITIONS NECESSITATE FASTENERS IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL THE NEED FOR FIELD SPLICING OF MEMBERS SUBMIT SPLICE LOCATIONS FOR 1. STRUCTURAL STEEL INCLUDING CERTIFIED COPIES OF MILL REPORTS JOINTS USING ASTM A325 OR A490 BOLTS." b. MAGNETIC PARTICLE INSPECTION: ASTM E709; PERFORMED ON ROOT ENGINEER'S ACCEPTANCE. WHERE FIELD SPLICING IS ACCEPTED, SPLICES COVERING CHEMICAL AND PHYSICAL PROPERTIES FOR EACH HEAT OF PASS AND ON FINISHED WELD. CRACKS OR ZONES OF INCOMPLETE \1\ SHALL BE SHOWN IN THE SHOP DRAWINGS. STEEL. E. WELDED CONSTRUCTION: COMPLY WITH AWS CODE FOR PROCEDURES, FUSION OR PENETRATION IS NOT ACCEPTABLE. APPEARANCE AND QUALITY OF WELDS, AND METHODS USED IN CORRECTING F. SPACES NOT COVERED BY FINISH SYMBOLS SHALL BE FINISHED TO MATCH 2. HIGH-STRENGTH BOLTS (EACH TYPE), INCLUDING NUTS AND WASHERS. WELDING WORK. c. RADIOGRAPHIC INSPECTION: ASTM E94 AND ASTM E142; MINIMUM RELATED SPACES TO THE SATISFACTION OF VERIZON a. INCLUDE DIRECT TENSION INDICATORS IF USED. QUALITY LEVEL "2-2T." PrdrAi=r1G. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ANGLE STRUTS, SOURCE QUALITY CONTROL: wireless 3. SAMPLE OF EACH BOLT TYPE, NUT, AND WASHER INCLUDING DIRECT A. GENERAL: MATERIALS AND FABRICATION PROCEDURES ARE SUBJECT TO d. ULTRASONIC INSPECTION: ASTM E164. BRACKETS, GOGGLES, EYE BOLTS AND ALL ACCESSORIES REQUIRED TO TENSION INDICATORS,' IF USED. INSPECTION AND TESTS IN MILL, SHOP, AND FIELD CONDUCTED BY THE PROPERLY SUPPORT, BRACE AND/OR REINFORCE ALL FINISHES, FRAMES, ENGINEER. SUCH INSPECTIONS AND TESTS WILL NOT RELIEVE THE CONTRACTOR G. FIELD-BOLTED CONNECTIONS: INSPECT IN ACCORDANCE WITH AISC 4 CENTEROCK ROAD EQUIPMENT, ETC. B. SHOP DRAWINGS PREPARED UNDER SUPERVISION OF A LICENSED STRUCTURAL OF RESPONSIBILITY FOR PROVIDING MATERIALS AND FABRICATION PROCEDURES SPECIFICATIONS. H. VERIZON RESERVES THE RIGHT TO DELIVER ANYTIME, PLACE AND INSTALL ENGINEER, INCLUDING COMPLETE DETAILS FOR FABRICATION AND IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. WEST NYACK, NEW YORK 10994 ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES, AND DIAGRAMS. 1. FOR DIRECT TENSION INDICATORS, COMPLY WITH REQUIREMENTS OF EQUIPMENT AND FURNISHINGS AS THE WORK PROGRESSES, SO LONG AS THERE SUBMIT THREE (3) SETS OF PRINTS AND ONE (1) SEPIA OF SHOP DRAWINGS 1. PROMPTLY REMOVE AND REPLACE MATERIALS OR FABRICATED COMPONENTS ASTM F959. VERIFY THAT GAPS ARE LESS THAN GAPS SPECIFIED IN IS NO INTERFERENCE WITH THE WORK OF THE GENERAL CONTRACTOR. FOR APPROVAL BY THE ENGINEER. THAT DO NOT COMPLY. TABLE 2 OF ASTM A959. I. ALL MATERIALS SHOWN ON THE DRAWINGS SHALL BE NEW UNLESSEXECUTION OTHERWISE NOTED. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MATERIAL 1. INCLUDE DETAILS OF CUTS, CONNECTION DESIGNS, CAMBER, HOLES, AND ERECTION: ANTENNA. ANTENNA CABLE. AND CABLE SUPPORT SYSTEMS VERIZONFOR ACCEPTANCE. OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS SYMBOLS AND A. NOTIFY THE ENGINEER 48 HOURS BEFORE DELIVERY OF THE STRUCTURAL SHOW SIZE, LENGTH, AND TYPE OF EACH WELD. STEEL TO THE JOB SITE SO THAT THE ENGINEER CAN BE AVAILABLE FOR A. SUPPLY ANTENNA MAKE AND MODEL AS SHOWN ON DRAWINGS. ALL J. MANUFACTURER'S INSTRUCTIONS: COMPLY WITH MANUFACTURER'S INSPECTION OF MAKE-UP, HANDLING, ERECTION, WELDING AND BOLTING. ANTENNAS SHALL BE MOUNTED ON DOWNTILT BRACKETS. INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS TO THE EXTENT THAT 2. THE CONTRACTOR SHALL REVIEW THOROUGHLY ALL STEEL DRAWINGS BEFORE THEY ARE MORE STRINGENT THAN REQUIREMENTS IN CONTRACT DRAWINGS. SUBMITTING THE DRAWINGS TO THE ENGINEER FOR APPROVAL. THE CONTRACTOR B. TEMPORARY SHORING ,AND BRACING: PROVIDE TEMPORARY SHORING AND B. EXTERIOR CABLE TRAYS: SHALL SIGN THE DRAWINGS INDICATING THAT THIS REVIEW HAS OCCURRED BRACING MEMBERS WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR K. MOUNTING HEIGHTS: MOUNTING HEIGHTS ARE NOT INDICATED, AND THAT THE DRAWINGS BEING SUBMITTED ARE A COMPLETE FINAL SET IMPOSED LOADS. REMOVE TEMPORARY MEMBERS AND CONNECTIONS WHEN 1. SEE DRAWINGS FOR ALL CABLE TRAY LAYOUT, DETAILS, AND INSTALL WHERE STANDARD HEIGHTSIGFOR THE APPLICATIONS INCLUDING ALL INFORMATION REQUIRED FOR APPROVAL. IF, IN THE REVIEW PERMANENT MEMBERS ARE IN PLACE AND FINAL CONNECTIONS ARE MADE. SPECIFICATIONS. INDICATED.COMPONENTS REFER AT STA ATVERIZON OF THE DRAWINGS BY THE ENGINEER, IT BECOMES EVIDENT THAT THE PROVIDE TEMPORARY GUY LINES TO ACHIEVE PROPER ALIGNMENT OF DRAWINGS HAVE NOT BEEN REVIEWED BY THE CONTRACTOR, OR ARE NOT STRUCTURES AS ERECTION PROCEEDS. C. ANTENNA CABLES: L. CLEANING AND PROTECTION: DURING AND INSTALLATION, COMPLETE, THE REVIEW SHALL BE DISCONTINUED UNTIL A COMPLETE AND CLEAN AND CON: DURINGON HANDLINGIN PROGRESSN AND ADJOINING MATERIALS FINAL SET HAS BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL. THE C. TEMPORARY PLANKING:: PROVIDE TEMPORARY PLANKING AND WORKING 1. ANTENNA CABLES SHALL BE FOAM DIELECTRIC COAXIAL CABLES AS IN PLACE. PROTECTPY PROTECTIVE COVERING WHEREAND REQUIRED. CONTRACTOR WILL BE FULLY RESPONSIBLE FOR ANY DELAYS IN FABRICATION PLATFORMS AS NECESSARY TO EFFECTIVELY COMPLETE WORK. SPECIFIED BY VERIZON. THAT SHOULD ARISE DUE TO AN INSUFFICIENT SUBMITTAL. D. FIELD ASSEMBLY: SET STRUCTURAL FRAMES ACCURATELY TO LINES AND BASE STATION ANTENNAS: 1. CLEAN AND MAINTAIN COMPLETED CONSTRUCTION AS OFTEN AS NECESSARY C. TEST REPORTS CONDUCTED ON SHOP- AND FIELD-BOLTED AND WELDED ELEVATIONS INDICATED. ALIGN AND ADJUST VARIOUS MEMBERS FORMING FOR CABLE RUNS UP TO 100 FEET, USE 7/8" INCH CABLE " THROUGHOUT THE CONSTRUCTION PERIOD. CONNECTIONS. INCLUDE DATA ON TYPE(S) OF TESTS CONDUCTED AND TEST PART OF COMPLETE FRAME OR STRUCTURE BEFORE PERMANENTLY FASTENING. FOR CABLE RUNS GREATER THAN 100 FEET, USE 1-5/8 INCH CABLE APPROVED �Y, r'`. `. 2. LIMITING EXPOSURES: SUPERVISE OPERATIONS TO ENSURE THAT NO PART RESULTS. CLEAN BEARING SURFACES AND OTHER SURFACES THAT WILL BE IN PERMANENT GPS ANTENNAS: PLANNING BOARD . OF CONSTRUCTION, COMPLETED OR IN PROGRESS, IS SUBJECT TO HARMFUL OR CONTACT BEFORE ASSEMBLY. PERFORM NECESSARY ADJUSTMENTS TO FOR CABLE RUNS OF UP TO 200 FEET, USE 7/8" INCH CABLE DELETERIOUS EXPOSURE. SUCH EXPOSURE INCLUDES: QUALITY ASSURANCE: COMPENSATE FOR DISCREPANCIES IN ELEVATIONS AND ALIGNMENT. A. CODES AND STANDARDS: COMPLY WITH PROVISIONS OF FOLLOWING, EXCEPT AS FOR CABLE RUNS GREATER THAN 200 FEET, -USE 1-5/8 INCH CABLE TOWN OF SOUTHOLD OTHERWISE INDICATED: 1. LEVEL AND PLUMBI INDIVIDUAL MEMBERS OF STRUCTURE WITHIN SPECIFIED 2. MINIMUM BENDING RADII: a. WATER INFILTRATION AND EXPOSURE TO WEATHER. AISC TOLERANCES. DATE /,� 1. "BUILDING CODE OF NEW YORK STATE," LATEST EDITION, 7/8 INCH CABLE, RMIN = 15 INCHES. ��/ �JV b. EXCESSIVELY HIGH OR LOW TEMPERATURES OR HUMIDITY. AND WITH THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. 2. ESTABLISH REQUIRED LEVELING AND PLUMBING MEASUREMENTS ON MEAN 1-5/8 INCH CABLE, RMIN = 25 INCHES. .. c. HEAVY TRAFFIC, SOILING, STAINING AND CORROSION. 2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR DIFFERENCE BETWEEN TEMPERATURE AT TIME OF ERECTION AND MEAN 3. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL `' :. OPERATING TEMPERATURE OF STRUCTURE. MAKE ALLOWANCES FOR d. UNUSUAL WEAR OR OTHER MISUSE. STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC TEMPERATURE AT WHICH STRUCTURE WILL BE WHEN COMPLETED AND IN IN FIELD PRIOR TO CONSTRUCTION. DESIGN," INCLUDING "COMMENTARY." SERVICE. 4. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS e. CONTACT BETWEEN INCOMPATIBLE MATERIALS. 3. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" 3. SPLICE MEMBERS ONLY WHERE INDICATED AND ACCEPTED ON SHOP AT EACH END. f. THEFT OR VANDALISM. APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTION. DRAWINGS. 5. CONNECTORS, HANGERS, AND ACCESSORIES SHALL BE PLACED AND M. CONTRACTOR RESPONSIBILITIES: PROVIDE INSPECTIONS AND TESTS 4. AMERICAN WELDING SOCIETY (AWS) D1.1 "STRUCTURAL WELDING CODE -STEEL." E. ERECTION BOLTS: ON EXPOSED WELDED CONSTRUCTION, REMOVE ERECTION INSTALLED AS RECOMMENDED BY THE CABLE MANUFACTURER AND PER SPECIFIED OR REQUIRED BY GOVERNING AUTHORITIES. COORDINATE ALL 5. ASTM A6 "GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED STEEL PLATES, BOLTS, FILL HOLES WITH PLUG WELDS, AND GRIND SMOOTH AT EXPOSED VERIZON'S REQUIREMENTS. TESTING AND INSPECTION WITH VERIZON SURFACES. SHAPES, SHEET PILING AND BARS FOR STRUCTURAL USE." 6. CABLES SHALL BE LABELED WITH PERMANENT MARKERS, BRASS TAGS N. PERMITS, LICENSES, AND CERTIFICATES: CONTRACTOR SHALL OBTAIN • 1. COMPLY WITH AISC SPECIFICATIONS FOR BEARING, ADEQUACY OF STAMPED WITH ANTENNA ORIENTATION AND ATTACHED TO CABLES WITH AND PAY FOR ALL PERMITS, LICENSES AND THE LIKE REQUIRED TO COMPLETE B. QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCEDURES AND WELDING TEMPORARY CONNECTIONS, AND ALIGNMENT. STAINLESS STEEL TIE WIRES. TAGS SHALL BE PROVIDED AT: THE WORK. FOR VERIZON'S RECORDS, SUBMIT COPIES OF PERMITS, LICENSES, OPERATORS IN ACCORDANCE WITH AWS D1.1 "QUALIFICATION" REQUIREMENTS. CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL 2. DO NOT ENLARGE UNFAIR HOLES IN MEMBERS BY BURNING OR BY USING a. ANTENNA LOCATIONS SETTLEMENTS, NOTICES, RECEIPTS FOR FEE PAYMENTS, JUDGMENTS AND 1. PROVIDE CERTIFICATION THAT WELDERS TO BE EMPLOYED IN WORK HAVE DRIFT PINS. REAM HOLES THAT MUST BE ENLARGED TO ADMIT BOLTS. SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS ESTABLISHED IN SATISFACTORILY PASSED AWS QUALIFICATION TESTS. b. AT 50 FOOT INTERVALS CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING F. WELDED CONNECTIONS: UPON PERFORMANCE OF THE WORK. 2. IF RECERTIFICATION OF WELDERS IS REQUIRED, RETESTING WILL BE c. BEFORE ENTRY INTO THE EQUIPMENT ROOM/SHELTER/CABINET CONTRACTOR'S RESPONSIBILITY. 1. COMPLY WITH AWS D1.1 FOR QUALIFICATION OF WELDERS, PROCEDURE 0. ALL WORK TO BE PERFORMED IN A PROFESSIONAL AND WORKMANLIKE QUALIFICATIONS, AND ALL WELDING. 7. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A MANNER WITH PROPER SUPERVISION AND CRAFTSMEN SKILLED IN THEIR DELIVERY, STORAGE, AND HANDLING: WEATHERPROOF SPLICING KIT. 2. KEEP SURFACES TO BE WELDED FREE FROM LOOSE SCALE, RUST, GREASE, 3 ISSUED FOR BUILDING PERMIT 4/15/15 TRADES AND LICENSED WHERE REQUIRED BY LAW. A. DELIVER MATERIALS TO SITE AT SUCH INTERVALS TO ENSURE UNINTERRUPTED PAINT OR OTHER FOREIGN MATERIAL EXCEPT THAT MILL SCALE WHICH 8. CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS PROGRESS OF WORK. RESISTS VIGOROUS BRUSHING CAN REMAIN. KEEP JOINT SURFACES WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UNTERMINATED AND SHALL 2 ISSUED FOR CONSTRUCTION 8/4/14 P. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER DATE FREE FROM FINS AND TEARS. BE SEALED IMMEDIATELY AFTER BEING INSTALLED. OF FINAL ACCEPTANCE BY VERIZON. ALL MANUFACTURER GUARANTEES AND B. STORE MATERIALS TO PERMIT EASY ACCESS FOR INSPECTION AND INDENTICATION. WARRANTIES TO BE TURNED OVER TO VERIZON. KEEP STEEL MEMBERS OFF GROUND BY USING PALLETS, PLATFORMS, OR OTHER 3. TACK WELDS, WHICH ARE LATER INCORPORATED INTO FINISHED WELDS CARRYING SAFETY NOTES 1 ISSUED FOR REVIEW 7/21/14 DEMOLITION. CUTTING AND PATCHING SUPPORTS. PROTECT STEEL MEMBERS AND PACKAGED MATERIALS FROM EROSION, CALCULATED STRESS, SHALL NOT BE CONSIDERED AS STRUCTURAL WELDS. DISTORTION, AND DETERIORATION. IF BOLTS OR NUTS BECOME DRY OR RUSTY, A. SPECIAL PRECAUTIONS SHALL BE SO THAT THE CONSTRUCTION AND No. ISSUE OR REVISION DATE A. COORDINATE ALL CUTTING AND PATCHING OPERATIONS WITH VERIZON CLEAN AND RELUBRICATE BEFORE USE. G. BOLTED CONNECTIONS: EQUIPMENT INSTALLATION SHALL NOT AFFECT THE FOLLOWING: B. PROVIDE AND PLACE BRACING OR SHORING AS NEEDED. 1. DO NOT STORE MATERIALS ON STRUCTURE IN A MANNER THAT MIGHT CAUSE 1. USE ASTM A325 HIGH STRENGTH BOLTS, TYPE X (BEARING TYPE WITH 1. TENANT EGRESS TO AND FROM THE BUILDING. No use, reproduction or dissemination may be made of this drawing DISTORTION OR DAMAGE TO MEMBERS OR SUPPORTING STRUCTURES. REPAIR and the concepts set forth without the prior written consent of C. EMPLOY SKILLED WORKMEN TO PERFORM CUTTING AND PATCHING. CUT OR REPLACE DAMAGED MATERIALS OR STRUCTURES AS DIRECTED. THREADS EXCLUDED FROM THE SHEAR PLANE), HAND TIGHT WITH 2. FIRE SAFETY OF THE BUILDING. Structural Consulting Services, P.C. Copyright®2015 EXISTING CONSTRUCTION TO PROVIDE FOR THE INSTALLATION OF OTHER PAL NUTS WHERE INDICATED. COMPONENTS OR THE PERFORMANCE OF OTHER CONSTRUCTION ACTIVITIES AND PRODUCTS3. STRUCTURAL SAFETY OF THE BUILDING. PROJECT TITLE THE SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO MATERIALS: 2. DO NOT USE BURNING TORCHES TO CREATE HOLES OR TO CUT MEMBERS THEIR ORIGINAL CONDITION. A. METAL SURFACES, GENERAL: FOR FABRICATION OF WORK THAT WILL BE CARRYING STRESSES UNLESS SPECIFICALLY AUTHORIZED BY THE IN ADDITION: New York SMSA EXPOSED TO VIEW, USE ONLY MATERIALS THAT ARE SMOOTH AND FREE OF ENGINEER. D. CUTTING: CUT EXISTING CONSTRUCTION USING METHODS LEAST LIKELY SURFACE BLEMISHES INCLUDING PITTING, RUST AND SCALE SEAM MARKS, 1. NO CREATION OF NOISE OUTSIDE THE HOURS OF 7:00 AM TO 6:00 PM Limited Partnership TO DAMAGE ELEMENTS TO BE RETAINED ON ADJOINING CONSTRUCTION. ROLLER MARKS, ROLLER TRADE NAMES, AND ROUGHNESS. REMOVE SUCH 3. BOLT FIELD CONNECTIONS UNLESS OTHERWISE SHOWN ON THE DRAWINGS. IS ALLOWED. BLEMISHES BY GRINDING, OR BY WELDING AND GRINDING, PRIOR TO CLEANING, USE 3/4 INCH DIAMETER BOLTS WITH STANDARD 1 INCH DIAMETER d/b/a VERIZON WIRELESS 1. WHERE CUTTING IS REQUIRED, USE HAND OR SMALL POWER TOOLS TREATING, AND APPLYING SURFACE FINISHES. HOLES UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 2. BUILDING SECURITY SHALL BE MAINTAINED IN ORDER TO PREVENT SITE: MATTITUCK RELO DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING. CUT HOLES AND SLOTS TO SIZE REQUIRED WITH MINIMUM DISTURBANCE OR B. STRUCTURAL STEEL: 4. USE BOLTS SUFFICIENTLY LONG TO EXTEND BEYOND BUT NOT LESS THAN UNAUTHORIZED PERSONS FROM ENTERING THE PREMISES. 1000 PIKE STREET ADJACENT SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE. TO WIDE FLANGE SHAPES: ASTM A992 (50 KSI) FLUSH WITH THE FACE OF THE NUT WHEN TIGHTENED. MATTITUCK, NY 11952 AVOID MARRING EXISTING FINISHED SURFACES, CUT OR DRILL FROM THE 3. ELECTRICITY, GAS, WATER, AND ANY OTHER UTILITIES SHALL NOT BE CHANNELS, ANGLES, WT's, PLATES, BARS, RODS: ASTM A36 5. TIGHTEN BOLTS IN ACCORDANCE WITH THE "SPECIFICATION FOR INTERRUPTED DURING CONSTRUCTION. EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES. STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AS APPROVED DRAWING TITLE C. COLD-FORMED STEEL TUBING: ASTM A500, GRADE B. BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS OR B. ACCUMULATION OF DUST: THE CONTRACTOR SHALL LEAVE THE WORK SITE E. PATCHING: PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS CLEAN EACH DAY. POSSIBLE. COMPLY WITH SPECIFIED TOLERANCES. D. STEEL TUBING: ASTM A500 GRADE B (46 KSI - RECTANGULAR, 42 KSI - ROUND) AS INDICATED ON DRAWINGS AND SPECIFICATIONS. H. GAS CUTTING: DO NOT USE GAS CUTTING TORCHES IN FIELD FOR CORRECTING C. IF THE CONTRACTOR DURING THE COURSE OF WORK OBSERVES THE EXISTENCE 1. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISHED E. UNFINISHED THREADED FASTENERS: ASTM A307, GRADE A, REGULAR LOW-CARBON FABRICATION ERRORS IN PRIMARY STRUCTURAL FRAMING. CUTTING WILL BE OF ASBESTOS IN OR ON THE STRUCTURE OR BUILDING, THE CONTRACTOR SHALL D ..- STRUCTURAL SPECIFICATIONS RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT STEEL BOLTS AND NUTS. PERMITTED ONLY ON SECONDARY MEMBERS THAT ARE NOT UNDER STRESS, AS PROMPTLY NOTIFY THE VERIZON REPRESENTATIVE AND ENGINEER. THE VERIZON WILL ELIMINATE EVIDENCE OF PATCHING. 1. PROVIDE HEXAGONAL HEADS AND NUTS FOR ALL CONNECTIONS. ACCEPTABLE TO THE ENGINEER. FINISH GAS-CUT SECTIONS EQUAL TO A REPRESENTATIVE SHALL CONSULT WITH THE ENGINEER REGARDING REMOVAL - OCT 2 0 2015 AND NOTES 2. WHERE PATCHING FIRE RATED CONSTRUCTION PROVIDE FIREPROOFING AND F. HIGH-STRENGTH THREADED FASTENERS: HEAVY HEXAGON STRUCTURAL BOLTS, SHEARED APPEARANCE WHEN PERMITTED. OR ENCAPSULATION OF THE ASBESTOS MATERIAL AND THE CONTRACTOR SHALL NOT PERFORM ANY WORK PERTINENT TO THE ASBESTOS MATERIAL PRIOR TO Southold Town FIRESTOPPING AS REQUIRED BY THE BUILDING CODE. HEAVY HEXAGON NUTS, AND HARDENED WASHERS, AS FOLLOWS: RECEIPT OF SPECIAL INSTRUCTIONS FROM VERIZON THROUGH THE ENGINEER. Planning Board QUALITY CONTROL: F. PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF 1. QUENCHED AND TEMPERED MEDIUM-CARBON STEEL BOLTS, NUTS, AND A. THE ENGINEER WILL INSPECT HIGH-STRENGTH BOLTED CONNECTIONS AND D. COORDINATE ALL CONSTRUCTION OPERATIONS WITH ANY PROTOCOL ESTABUSHED BY PROTECTION AS REQUIRED TO PROTECT OWNER'S PERSONNEL AND GENERALWELDED CONNECTIONS AND PERFORM TESTS AND PREPARE TEST REPORTS THE BUILDING FOR ALL APPLICABLE PROCEDURES THROUGHOUT CONSTRUCTION. SEAL �=" 4,nc' ,,, SCALE PROJECT NO. 0 -r' �\\ PUBLIC FROM INJURY DUE TO DEMOLITION WORK. WASHERS, COMPLYING WITH ASTM A325. AS REQUIRED. .� F.T.-;;#1 1e y�� AS NOTED VER0798 G. DIRECT TENSION INDICATORS: ASTM F959, TYPE AS REQUIRED. �� �, 1.`� 1. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE B. TESTING AGENCY SHALL CONDUCT AND INTERPRET TESTS, STATE IN EACHc,� '�- ,_ ,, DRAWN BY DRAWING NO. PASSAGE OF OWNER'S PERSONNEL AND GENERAL PUBLIC, AND TENANTS TO AND 1. USE ON ALL A325 BOLTS ON CONNECTIONS THAT ARE SLIP CRITICAL WITH REPORT WHETHER TEST SPECIMENS COMPLY WITH REQUIREMENTS, AND AS-BUILT DRAWINGS; fi FROM OCCUPIED PORTIONS OF BUILDING. ENGINEER'S APPROVAL IN LIEU OF INSTALLATION BY TORQUING OR TURN SPECIFICALLY STATE ANY DEVIATIONS THEREFROM. - THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SET OF >.,<. GS ' f .�� 'I w CONTRACT DRAWINGS WITH ALL CONSTRUCTION REVISIONS AND/OR ,� r'" CHECKED BY Lii 2. PROTECT EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND OF THE NUT. C. PROVIDE ACCESS FOR ENGINEER TO PLACES WHERE STRUCTURAL STEEL MODIFICATIONS DENOTED WITH RED PENCIL. THESE DRAWINGS WLL BE 4 �! iti BECOME EXPOSED DURING DEMOLITION OPERATIONS. H. ELECTRODES FOR WELDING: COMPLY WITH AWS CODE. WORK IS BEING FABRICATED OR PRODUCED SO THAT REQUIRED INSPECTION �t i CONSIDERED THE CONTRACTOR'S AS BUILTS. FINAL PAYMENT WILL +78 / DATE CAN BE ACCOMPLISHED. 3. PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. r�NOT BE MADE UNTIL DRAWINGS ARE RECEIVED BY THE ENGINEER. '9' W 7/15/14 V VERIZON WIRELESS ANTENNA & CABLE NOTES: L3x3x34 HORIZONTAL BRACE ACROSS PIPE MASTS. WO GALV. OR ANTENNA CABLE, TYP. SUPPORT ATTACH BRACE TO EACH PIPE MAST WITH WO S.S. U-BOLT POST ALL CABLES AT TOP OF VERTICAL UN STRUCTURAL 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRANSMISSION U-BOLT WITH HEAVY HEX AND PAL NUTS. RUN WITH TYPICAL HOISTING GRIPS. /�✓ _ CABLE, JUMPERS, CONNECTORS, GROUNDING STRAPS, ANTENNAS, 2'-6" %"O GALV. OR r 2'-0" MAX. 4" MAX. C CONSULTING MOUNTS AND HARDWARE. ALL MATERIALS SHALL BE INSPECTED UNIVERSAL VERTICAL TRAPEZE KIT (VALMONT S.S. BOLT BY THE CONTRACTOR FOR DAMAGE UPON DELIVERY. JUMPERS SHALL ROUND OVERSIZED HARDENED WASHER P/N VT12), TYP. AT 4'-0" O.C. MAX. I S SERVICES, P C BE SUPPLIED AT ANTENNAS AND AT EQUIPMENT CABINETS ON PAD. SET IN BED OF SILICONE SEALANT, TYP. COORDINATE LENGTH OF JUMPER CABLES IN FIELD WITH VERIZON WIRELESS METAL DECK RAIN CANOPY GRIP-SPAN BRIDGE CHANNEL (VALMONT P/N "��- 0 -- i AND COORDINATE & VERIFY ALL OTHER MATERIALS TO BE PROVIDED _ ----- GRS12-10). CUT CHANNEL AS REQUIRED AND o 67 FEDERAL ROAD,BROOKFIELD CT 06804 WITH VERIZON WIRELESS PRIOR TO SUBMITTING BID AND ORDERING MATERIALS. c 1EH--- CANOPY SUPPORT FRAMING, TYP. ) o ::: >COLD SPRAY GALVANIZE CUT END. o '�' TEL:203.740.7578 FAX:203.775.5670 (2)-3/8"� A307 OR A36 GALV. STEEL 2. AFTER INSTALLATION, THE TRANSMISSION LINE SYSTEM COAX CABLES ROUTED UNIVERSAL VERTICAL oI v 1f �PGc THREADED RODS. FASTEN TO TRAPEZE KIT (VALMONT P N M/E/P ENGINEER: SHALL BE TDR/SWEEP TESTED FOR PROPER INSTALLATION DOWN TO CABLE TRAY. �/ 1 v0 AND DAMAGE WITH ANTENNAS CONNECTED. CONTRACTOR TO OBTAIN LATEST MAINTAIN MINIMUM / 0 0 Z. UNISTRUT WITH ROUND HARDENED OVERSIZED VT18), TYP. AT EACH END. oQ TESTING PROCEDURE FROM VERIZON PRIOR TO BIDDING. CABLE BEND RADIUS, HEAVY HEX NUT, WASHERS AND DOUBLE HEAVY HEX NUTS. PROVIDE DURABLE FOAM EDGE - t ��k _ 3. ANTENNA CABLES SHALL BE COLOR CODED AT THE FOLLOWING LOCATIONS: SEE MANUFACTURER'S TYP. BOTH SIDES OF "�+ GUARD AT CABLE TRAY END ,,, ��'+ UNIPOLE PORTHOLE CB BREEN ASSOCIATES, P.C. - AT THE ANTENNAS SPECIFICATIONS. CANOPY DECK, TYP. GALV. P1000 UNISTRUT MEMBER © (BY OTHERS). VERIFY 5-0 O.C. MAX.. FASTEN ANTENNA OO Q2 A _ A - AT THE BASE OF THE TELECOMMUNICATION UNIPOLE DRIP LOOP, TYP. CABLES TO UNISTRUT WITH STAINLESS 1 .,.. EXACT LOCATION AND - JUMPER CABLES © EQUIPMENT CABINETS STEEL SNAPSTAK STACKABLE SNAP-IN I ELEVATION IN FIELD. 46 RIVERSIDE AVENUE TEL 203-866-1471 4. GROUND ANTENNA CABLES AT THE ANTENNAS, AT THE EQUIPMENT HANGER BY ANDREW OR EQUAL, TYP. , C` .,� / C UNIPOLE WESTPORT, CT 06880 AND AT THE BASE OF VERTICAL RUNS MOD. CELL = STACK 2 CABLES DEEP MAXIMUM. C"-'��� 1 i I - (BY OTHERS) CABINET w \ „ „ , „ . \ / \ . \ „ \ � \ , \ , \ „ \ / \ / \ / I I , ,..„,:i4 5. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE -OR_ COAX OR JUMPER CABLES, TYP. ' _ CRIMP ON LUGS AT BOTH ENDS OF GROUNDING CONNECTOR FOR I 1 rr - m I ; f) GROUNDING EACH SIGNAL CABLE (BY ANTENNA SIGNAL CONTRACTOR). 9712V1 I : o FRAMED OPENING IN CABINET = SCREENING ENCLOSURE WALL, TYP. 1 ® N CLIENT: 6. SYSTEM INSTALLATION: GRATING FOR CABLE w - THE CONTRACTOR SHALL INSTALL ALL CABLES AND ANTENNAS TO THE PASSAGE. SEE I "� v - I - MANUFACTURER'S AND VERIZON'S SPECIFICATIONS. THE CONTRACTOR IS SHEETS S-2 AND ROOF MOUNTED CABLE TRAY. SEE SHEET • RESPONSIBLE FOR THE PROCUREMENT AND INSTALLATION OF THE FOLLOWING: S-3 FOR DETAILS. C-1 FOR CONTINUATION AND DETAILS, I -- 1. ALL CONNECTORS, ASSOCIATED CABLE MOUNTING, AND GROUNDINGNOTES AND LEGEND ON THIS SHEET. NOTE; ‘\ti HARDWARE. NEW NON-PENETRATING NOTE; NOTE PROVIDE DRIP LOOPS FOR ALL CABLES WHERE 2. ALL MOUNTS, STANDOFFS, AND ASSOCIATED HARDWARE. ROOFTOP CABLE TRAY SEAL ALL AROUND NUT AND VERTICAL RUNS TRANSITION TO HORIZONTAL z.-r - -- .-- - -- --- - - WASHER ON CANOPY WITH SILICONE ATTACH COAX CABLES TO VERTICAL TRAPEZE KITS WITH RUNS. MAINTAIN MINIMUM CABLE BENDING 3. �" HELIAX ANTENNA JUMPERS OF APPROPRIATE LENGTHS. ROUTED TO ROOF EDGE. _--�-' h-- -1 r'"----"�-- - SEALANT AFTER INSTALLATION. STACKABLE SNAP-IN HANGERS (VALMONT P/N 78SS-A) RADIUS PER SPECIFICATIONS ON THIS SHEET. BTco �'"""'"�, SEE ROOF PLAN ON CABLES SHALL BE FOAM DIELECTRIC COAXIAL CABLES AS SHEET C-1 ANDl...r! _ wireless 7. ANTENNA DETAILS, NOTES, AND _ SPECIFIED BY VERIZON WIRELESS. LEGEND ON THIS SHEET. ACCESS PLATFORM AND CABLE LAYOUT AT ROOF EDGE AND INTO UNIPOLE BASE STATION ANTENNAS: EXISTING ROOF SURFACE SUPPORT FRAMING, TYP. SCALE: 54" = 1'-0" 4 CENTEROCK ROAD FOR CABLE RUNS OF UP TO 100 FEET, USE 7/8" INCH CABLE. / / / / / / / / / 2 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / , WEST NYACK, NEW YORK 10994 FOR CABLE RUNS GREATER THAN 100 FEET, USE 1-5/8 INCH CABLE. I 3" _ I (2)- "0 A325-SC BOLTS GPS UNITS: CABLE LAYOUT AT EQUIPMENT PLATFORM , " , "'B 3" o.C. THROUGH " FOR CABLE RUNS OF UP TO 200 FEET, USE 7/8" INCH CABLE. SCALE: " = 1'-0" I - _-� 1 1 HOLES IN BOTH ANGLES FOR CABLE RUNS GREATER THAN 200 FEET, USE 1-5/8 INCH CABLE. L4x4x x 6" LONG (2)-WO U-BOLTS 8. MINIMUM BENDING RADII FOR COAXIAL CABLES: it HEAVY HEX AND ® 3" O.C. VERT. / » I PAL NUT, TYP. 2-7/8" "x5"x5" PLATE 7 8 , RMIN = 151-5/8 , RMIN = 25 - r '� 9/16"0 HOLE, TYP.TOTAL VERIZON (WIRELESS EQUIPMENT SQUARE FOOTAGE: J 9. CABLES SHALL BE INSTALLED WITH A MIINIMUM NUMBER OF BENDS ONE 1 ALPHA ARGUS CABINET = 1 X 3.88 SF = 3.88 SF _ . 11A MMil --- WHERE POSSIBLE. CABLES SHALL NOT BSE LEFT UNTERMINATED AND SHALL ONE (1) POWER/TELCO CABINET = 1 X 5.9 SF = 5.9 SF i �I "BE SEALED IMMEDIATELY AFTER BEING IINSTALLED. TWO (2) BATTERY CABINETS = 2 X 5.73 SF = 11.46 SF 2g" O.D. SCHED. 40 0 1-1/16 , , GALV. STEEL PIPE MAST 11/16"x1/6" SLOTTED TYP. 10. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A ONE (1) MODULAR CELL CABINET = 1 X 9.28 SF = 9.28 SF ��"� GALV. OR S.S. U-BOLT - - - HOLES, TYP. WEATHERPROOF SPLICING KIT. ONE (1) 9712 CABINET = 1 X 5.21 SF = 5.21 SF L3x3 DIAG. BRACE TOTAL = 35.73 SF - - ii L5x334xi LLH x 11" LONG11A" 8" 1�" PALA Y NUTS, TYP . 11. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL I 2'-6" 12'-O" 1 B IN FIELD PRIOR TO CONSTRUCTION. SECTION , A-A, B SECTION B-B SECTION C-C ALPHA _ 12. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS CABINEARGUT 0) POWER TELCO - APPROVED BY AT EACH END. FRONT a FRONT to co ' A SCALE: 2" = 1 0 - SCALE: NONE - SCALE: NONE 2'-7" I FRONT PLANNING BOARD 4'-6" _.•.... _ NEW STEEL FRAMING, TYP. TOWN OF SOUTHOLD S.F.=3.88 SF S.F.=5.9 SF LIM p NEW GPS ANTENNA (MODEL TOP OF NEW GPS ANTENNA i P1000 GALV. STEEL UNISTRUT REFER TO THE TELECOMMUNICATION v o GPS-TMG-HR-26NCM BY PCTEL, INC.) ' ELEV. 33'-2"± AGL 1100 ' _ CHANNEL ATTACHED TO FRAMING WITH DATE f�✓ J/�1 /� UNIPOLE DRAWINGS BY OTHERS ►� I ALPHA ARGUS CABINET POWER/TELCO CABINET v) VI -- 0 GALV. OR S.S. ANGLE ADAPTERS, TYP. /l� /71 FOR ADDITIONAL INFORMATION. Q II \ - (ONE (1) TOTAL) (ONE (1) TOTAL) �c L = N 1 O.D. SCHED. 40 i 35.4" I 00GALV.S TEEL PIPE MAST 'o WITH ATTACH EASNAPTN UNISTRUT NEW ANTENNA SIGNAL CABLES ROUTED TO PANEL (LENGTH AS REQUIRED) I s ( _ `�_�ANTENNAS WITHIN CONCEALMENT CYLINDER, TYP. 00 (VALMONT P/N 78SS-A), TYP. STEEL CENTER MOUNTING PIPE (BY OTHERS) � (2)- "� GALV. OR S.S. M CALAR w) 972 "'U BOLTS 0 9" O.C. SOP EN NEWBATTERY cc0 CABINET I'� CABINET rn 000000N 000000 SCREENING ENCLOSURE CABINET ao 36"± O.D. FIBERGLASS CONCEALMENT • •�' _� " ELEV. 31'-2"± AGL N FRONT FRONT r SUPPORT GRIP FROM FIXED I -f ' ' 7 CYLINDER (BY OTHERS • \ 0°(-) (2)-WO GALVANIZED OR I FRONT coO MEMBER WITHIN UNIPOLE TYPICAL ANTENNA CABLE O -- ) • �� STAINLESS STEEL THRU 125.6" Cr"O „ I o 28.8 I 25.4" 4 MOUNTED ` ! O BOLTS © 9 O.C. �� MOUNT TO STEEL FRAMING I N G NEW VERIZON WIRELESS PANEL ANTENNAOCT 2 2015 WITHIN FIBERGLASS CONCEALMENT CYLINDER, TYPICAL O =I==16• `_• - rfl S.F.=5.73 SF EACH S.F.=9.28 SF EACH S.F.=5.21 SF EACH SCALE: 1" = 1'-0"± AT THREE (3) LOCATIONS. INSTALL ANTENNAS AS V,10714O ao TOTAL HEIGHT OF CABINET = 69.2" TOTAL HEIGHT OF CABIINET = 72" TOTAL HEIGHT OF CABINET = 73.8" I, HOISTING GRIP AS MANUFACTUREDSoutholdTownc° h BY VALMONT MICROFLECT OR Planning Board PER THE TELECOMMUNICATION UNIPOLE ` N BATTERY CABINET MODULAR CELL CABINET 9712 CABINET ��� / - TA ONE 1 TOTAL ONE 1 TOTAL ►4 APPROVED EQUAL. SEE BELOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. I' A _iI_ (Two (z) To L) ( ( ) ) ( ( ) ) . 6" HIGH CABLE TRAY WITH OBTAIN APPROPRIATE ANTENNA MOUNTING HARDWARE GALV. STEEL %%6%12" l-,iii■ - o� FROM THE UNIPOLE MANUFACTURER. R BACKER PLATE IR 2" FOR PART NUMBER. 3/8 BOLT W/ CHANNEL SOLID FLANGED COVER AND �,. NUT. DRILL 7/16"� HOLE \-..._- •,,,SEG�O '� VERIZ0N WIRELESS ;, 8" SECTION OF 2" WIDE IN FLANGE. USE PI LASTIC O00OHEAVY DUTY CLAMPS GOP, 3A5 y� GALV. STEEL 1�"x6"x6" x ELECTRICAL TAPE SPACERS BETWEEN GALV. OOOO HSS4x4x3/16 HOT DIP 4 GENERAL REVISIONS 7/17/15 fir- 12" LONG BENT PLATE OUTSIDE FACE OF NEW EQUIPMENT CABINET DIMENSIONS STEEL AND ALUMINUMGALV. STEEL SLEEPERNOTE; P2 '(f� ,;,STRAP DIPLEXERS (NOT SHOWN) TIGHT GlOp1P � \\ 1SCREENING ENCLOSURE SCALE: NONE ;.; SURFACES, TYP. OOOOTO STEEL CENTER MOUNTING PIPE AND '9r, c ‘ ylCOAXIAL CABLE _ 2" -- 5'-0" O.C. MAX. PLACE NEAR BOTTOM OF PANEL a- 0 11i EXISTING ROOF SURFACE T� 60 MIL ,PDM 3 ISSUED FOR BUILDING PERMIT 4/15/15 ANTENNAS AND WITHIN VERIZON PLAN VIEW © 7 12.0" 7.1" CABLE SIZE: PART #: l PROTECTIVE MAT 2 ISSUED FOR CONSTRUCTION 8/4/14 WIRELESS' 10' CONCEALMENT CYLINDER. ► 1► I I7/8"0 81730 �//////////////////� 115 -0 f AGL m TYPICAL GPS ANTENNA 1-5/8"0 81732 1 ISSUED FOR REVIEW 7/21/14 ANTENNA ORIENTATION PLAN MNMOUNT DETAIL INSTALL CABLE TRAY COVER CLAMPS AT EACH END OF CABLE TRAY/COVER 0 SCALE: 3/4" = 1'-0" 4 I SCALE: 3/4" = 1'-O" TYPICAL HOISTING SECTION AND AT 5'-O" MAX. O.C. BETWEEN (2 CLAMPS MIN. PER SECTION). No. ISSUE OR REVISION DATE 14 6 GRIP DETAIL (8) TYPICAL R 0 0 F M 0 U N TE D CABLE TRAY andNo TYPICAL conceptsse, oduction set forth or semt inaatio{he priorewr written made of this consent Ing VERIZON WIRELESS ANTENNA & CABLE SCHEDULE SCALE: NONE SCALE: NONE Structural Consulting Services, P.C. Copyright©2015 SECTORS (1) ANTENNA MODEL ANTENNA CABLE RUN/DIPLEXERS (**) COLOR CODING (*)CABLE LENGTH (2) COAX CABLE (3) PROJECT TITLE 3 ! 165'f N 6" HIGH CABLE TRAY LEGEND: • ALPHA SECTOR I- SEE RF COAX y 165'± FOUR (4) 70' New York SMSA AZIMUTH = 70 AMPHENOL ANTENNA • PLUMBING DIAGRAM ANDREW (ALPHA SECTOR) o 10 12" WIDE VENTED TROUGH STRAIGHT SECTION, COOPER B-LINE CAT. #46AVT-12-144 LENGTHS CUT TO FIT Limited Partnership 700/AWS/LTE IPLEXER---�- AND RRH SCHEMATIC 165'± LDF5-50A 6 c m MECH. D.T. = CWWX063X25G00 ON SHEET S-2 FOR6 ------- " TNI �• 20 12" WIDE 90' HORIZONTAL BEND, COOPER B-LINE CAT. #46AVT-12-90HB24 d/b/a VERIZON WIRELESS 700/AWS/LTE: 0'* I CONTINUATIONS. 7/8 0 NOMINAL g 14• SITE: MATTITUCK RELO 3 IPLEXER}--r- 5 165'± CABLE TRAY NOTES: 165'± a 141,N4 (14' N 1000 PIKE STREET 3 �i 1.) THE ANTENNA CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE CABLE TRAY SYSTEM. PROVIDE ALL HARDWARE AND BETA SECTOR ] SEE RF COAX 165'± FOUR (4) c ATTACHMENTS AS INDICATED ON THE DRAWINGS AND AS REQUIRED FORA COMPLETE INSTALLATION. ALL CABLE TRAY SYSTEM MATTITUCK, NY 11952 AZIMUTH = 22T AMPHENOL ANTENNA 3 )IPLEXER I PLUMBING DIAGRAM 5 ANDREW C-4 15 COMPONENTS SHALL BE ALUMINUM UNLESS OTHERWISE NOTED. THE CONTRACTOR MAY SUBSTITUTE SPECIFIED CABLE TRAY WITH MECH. D.T. = CWWX063X25G00 700/AWS/(LTE I AND RRH SCHEMATIC 165'± LDF5-50A m t 315' ON SHEET S-2 FOR 7/8"� NOMINAL (GAMMA SECTOR) PERMISSION OF THE ENGINEER. DRAWING TITLE 700/AWS/LTE: Cr* CONTINUATIONS. m . "' a IPLEXER(---�- n3. 165'± 222• SYSTEMS,INC. REFER TO THE"ROOFDING PLANEAND)'CABLE TRAY LEGEND FOR CABLE IES 46 ALUMINUM, DBTRAOYMTYPE AS L CATIONS,MWIDTHSCANDED BY REQUIRED INE FITTINGS. ANTENNA ORIENTATION 3 I 165'± 8 N (BETA SECTOR) PLA N GAMMA SECTOR 3 SEE RF COAX 165 ± FOUR (4) iEWtJ, -� 3.) PROVIDE 0.040" THICK SOLID FLAT FLANGED ALUMINUM CABLE TRAY COVERS, B-LINE CAT. # 807A40, LENGTHS AND WIDTHS AS ANTENNA & CABLE SCHEDULE AZIMUTH = 315' AMPHENOL ANTENNA 3 IPLEXER PLUMBING DIAGRAM $ LDFANDR50A D (FRONT) (SIDE) AND CABLE ROUTING DETAILS 700/AWS/LTE �� AND RRH SCHEMATIC � 165 ± REQUIRED TO FIT CABLE TRAY STRAIGHT SECTIONS AND FITTINGS, AND HEAVY DUTY COVER CLAMPS AS REQUIRED, B-LINE CAT. MECH. D.T. = CWWX063X25G00 ON SHEET S-2 FOR �. 3.2"0 #9A-W-9064. 700/AWS/LTE: 0'* I CONTINUATIONS. 7/8'10 NOMINAL 6 AZIMUTHS ARE MEASURED ALPHA, BETA AND GAMMA SECTOR 3 IPLEXERI 165 ± CLOCKWISE FROM TRUE NORTH 700/AWS/LTE PANEL (ANTENNAS GPS ANTENNAS 4.) PROVIDE TROUGH/LADDER DROP-OUT SECTIONS AT BEGINNING AND END OF CABLE TRAY RUNS AS NECESSARY TO PREVENT TRANSLATION OF MANUFACTURER: AMPHENOL ANTENNA MANUFACTURER: PCTEL, INC. MECHANICAL DAMAGE TO THE CABLES. PROVIDE DROP-OUT BUSHINGS WHERE SIGNAL CABLES AND/OR GROUND WIRES EXIT CABLE GPS 1 N/A 1 BROWN 15'± ORIENTATION ANGLES FOUR (4) �� MODEL No.: CWWX063X25G00 MODEL No.: GPS-TMG-HR26NCM TRAY. / GPS 2 N/A 2 BROWN 15'± ANDREW LEGEND: (A/B/G)700/AWS/LTE,,, SEAL ON PLAN GPS (1-4) ON PLAN 6f NF-17477---_,N SCALE PROJECT NO. PCTEL, INC. °� �'� AS NOTED VER0798 GPS UNIT (4) GPS-TMG-HR-26NCM LDF4-50A (THREE (3) ANTENNAS TOTAL) (FOUR (4) GPS ANTENNAS TOTAL) 5.) PROVIDE ALL REQUIRED HARDWARE FOR MOUNTING AND SUPPORTING CABLE TRAY INCLUDING, BUT NOT LIMITED TO LAG BOLTS, r: H. 1c E GPS 3 N/A 3 BROWN 15 ± "O NOMINAL 700 = 700 ANTENNA EXPANSION ANCHORS, UNISTRUT SUPPORTS, THREADED RODS, BOLTS, WASHERS, TYWRAPS, HOISTING GRIPS, ETC. USE STAINLESS �� ,�� p�< DRAWN BY DRAWING NO. GPS 4 N/A 4 BROWN 15'± LTE = LTE ANTENNA STEEL HARDWARE WHERE ALUMINUM IS IN CONTACT WITH GALVANIZED STEEL. 44 A. 'al PCS = PCS ANTENNA VERIZON WIRELESS 4M11 � , r� I,,4,, . , GS NOTES: (*) CONFIRM WITH VERIZON WIRELESS REPRESENTATIVE. 6.) PROVIDE HOT-DIP GALVANIZED STEEL SECTIONS AS INDICATED FOR SUPPORTING CABLE ON ROOF AND SECURE CABLE TRAY TO , 3 . 1'+;rti /,', . ; CHECKED BY (1) CONTRACTOR SHALL PROVIDE MECHANICAL DOWNTILT BRACKETS WHERE REQUIRED. (**) VERIFY MAKES AND MODEL NUMBERS WITH VERIZON AWS = AWS ANTENNA ANTENNA ELEVATIONS SECTIONS AS REQUIRED. USE PLASTIC SPACERS WHERE ALUMINUM IS IN CONTACT WITH GALVANIZED STEEL. (2) VERIFY CABLE LENGTHS IN FIELD AND COORDINATE WITH VERIZON WIRELESS PRIOR TO ORDERING. WIRELESS RF-ENGINEER AND PROVIDE r� o ANTENNA JUMPERS 9 art A. ' - p{{ JHF Se SCALE: = 1 -0 (PANEL); 3" = 1 -0 (GPS) " " g ® 1,,...i_,,,,,.,,,,e,"„, DATE 3VERIFY CABLE MANUFACTURER AND DIAMETER WITH VERIZON WIRELESS PRIOR TO ORDERING. OF APPROPRIATE LENGTHS AT THE EQUIPMENT AND AT THE 7.) FOR ALL CABLE TRAY RUNS ON THE"ROOF, STENCIL A LABEL EVERY 20-0 ON THE CABLE TRAY COVERS WHICH READS DO(4) CONTRACTOR SHALL CONFIRM GPS UNIT MODEL AND CABLE WITH VERIZON WIRELESS. ANTENNAS. (FUTURE CABLING NOT SHOWN FOR CLARITY.) NOT STAND - ANTENNA SIGNAL CABLES . p� "SS�: .. 7/15/14 I VERIZON WIRELESS RF PLUMBING DIAGRAM S STRUCTURAL ALL SECTORS 1-5/8" HORIZONTAL UNISTRUT C CONSULTING CHANNEL NUT WITH SPRING, S SERVICES P C 4-Lines 1 Antenna Arr.. - UNISTRUT PART #P1008 9 • • RRH UNIT UNISTRUT RACK NOTE 3/8" DIA FLAT WASHER (TYP) 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 DETAILS FOR NEW RRH SUPPORT RACK SHALLTEL:203.740.7578 FAX: 203.775.5670 BE SIMILAR TO THOSE SHOWN IN""MDB RACK 3/8" DIA BOLT (TYP) DETAIL AT EQUIPMENT PLATFORM ON THIS 700 /$50 -PCS fAVVSSHEET. SEE "EQUIPMENT SUPPORT FRAMING 711 � M/E/P ENGINEER: PLAN" ON SHEET S-3 FOR LAYOUT DETAILS. 111�1II= II • . I/ Mil 1-5/8" VERTICAL UNISTRUT X ). 4 ° I CB BREEN ASSOCIATES, P.C. . • • • i 1/' 46 RIVERSIDE AVENUE TEL 203-866-1471 • A 6/CIRCUIT g• / #2 6» 6 CIRCUIT% EVERY DE OTHER CAL LGM JOISTUNISTRLOCATIONUT SECTION AT WESTPORT. CT 06880 X 6 . : / 6��IRCUIT ENCOUNTERED ALONG LENGTH OF TROUGH. ATTACH UNISTRUT TO LGM JOISTS WITH %"0 GALVANIZED HEX HEAD SELF-DRILLING TEK • / 1 #1 ,� fl •e #3 SCREWS © 12" O.C. VERT. MAX., TYP. X : : VERT. P1000T AT ' CLIENT: HYBRIFLEX, POWER AND FIBER, TYP. • EVERY OTHER JOIST , ENCOUNTERED i ;,)( . x- . . 1 6 CIRCUIT I , I HORIZONTAL UNISTRUT MDB's / :- SEPARATION AS REQUIRED TO r - :. 1O 0 /( �1 ,, a€ ISI' 1, a1 T L I I 1i I,A SUPPORT MDB/TROUGH AS PER • • HORIZ. I . i MANUFACTURER'S SPECIFICATIONS t P1000T, TYP. I ■somulo!! __ — I , �I, �f PROVIDE TWO (2) 214" GRS ‘\°. 1:1 °. ���+ d I ,, a 1 ' NIPPLES AND MYERS HUBS 7Z1wireIess DIPLER DIPLDIER •16 PA PA o o ✓ o BETWEEN THE RAYCAP BOX AND ® I> 1A"0 GALVANIZED HEX HEAD ® �'' wl a o I THE TOP OF THE TROUGH, TYP. SELF-DRILLING TEK SCREWS © CONTRACTOR PROVIDED AND INSTALLED 12" O.C. VERT. MAX., TYP. ° - Igo LA,° 1 WEATHERPROOF (NEMA 3R) 10"x10"x6'-0" 4 CENTEROCK ROAD 1TROUGH // j ri � TROUGH MOUNTED ON UNISTRUT WEST NYACK� NEW YORK 10994 tor y -.: [I /l�((Il - - / 1 _ - - _/._ -.. // /1i a 1 1 1 NI SURFACEACE NI to to I I PROVIDE 1-5/8" VERTICAL UNISTRUT (LENGTH = _ ° AS REQUIRED), PART #P1000T, TYP. AT EVERY or Or LGM, rrP. OTHER LGM JOIST LOCATION ENCOUNTERED. Plywood Surface DIPLeC R DIPLEJtER Gratin. Surface 1 Grating Surface 61151.151ER DIPLEXER 7AC-815 7Ae-BB PA PA 3/4" ALARM CONDUIT TO TELCO DEMARK ill SIDE VIEW NOTES: FRONT VIEW 1.) ALL EXPOSED UNISTRUT ENDS TO BE CAPPED WITH UNISTRUT CAP (MODEL #P2860-10) 2.) EQUIPMENT SHOWN TRANSPARENT FOR CLARITY. 3.) ONLY 1-5/8" UNISTRUT TO BE USED FOR RACK CONSTRUCTION. POWER FROM 9712 CABINET FIBER FROM 9712 CABINET 4.) COORDINATE EXACT EQUIPMENT SPECIFICATIONS WITH VERIZON WIRELESS. APPROVED BY $50 700 PCS RAM 0E0 MDB RACK DETAIL AT EQUIPMENT PLATFORM Pyr " T;MG DOA RD RRI- '' . . SCALE: 3/4" = 1'-0"± Tom: or 5OUf#oL VERIZON WDATEIRELESS COLOR CODING ROOF r XI /,Z0�6 Sector ease Color 850 tree erF a PCS aws GPS ACCESS HATCH SAFETY RAIL NOTE Ck Sector-1(Alpha) White Gran - t an. "" yellow Brown PROVIDE NEW FIXED SAFETY RAIL SYSTEM, `' �`�� "BIL TEM" Sector-2(Beta) Blue Grab Shan. , ?i; :° :ate'?tt. Yellow - MODEL -,-„ GUARD HATCH RAIL SYS Sector-3(Gamma) Green dray '. . I Gre ll . ,w_, f,.i,i''" 1 Yellow RL-S MANUFACTURED BY THE BILCO COMPANY, NEW HAVEN, CT, OR APPROVED EQUAL INSTALL SAFETY RAIL IN ACCORDANCE WITH THE MANUFACTURER'S SEE RF COAX PLUMBING FIBERGLASS REINFORCED ar SPECIFICATIONS AND INSTALLATION DIAGRAM ON THIS SHEET FOR POLYMER (FRP), II RECOMMENDATIONS. CONTRACTOR SHALL COAX CABLE CONTINUATIONS YELLOW, UV RESISTANT Sc SUBMIT THE MANUFACTURER'S STANDARD TO ANTENNA SECTOR. FIRE RETARDANT (01.91), TYP. SUBMITTAL PRIOR TO ORDERING. • SIX (6)-1"0 JUMPER CABLES TO DIPLEXERS (SEE PLUMBING - DIAGRAM ON THIS SHEET. 700 AWS PCS _RRH RRH _RRH G _ G G UNISTRUT-MOUNTED RRH. COORDINATE EXACT MDB MANUFACTURER: RAYCAP i MAKE AND MODEL WITH VERIZON WIRELESS. , DIMENSIONS: 10.25"Dx15.73"Wx 19.18"H HELIAX FIBERFEED HYBRID JUMPER CABLE WEIGHT: 21.4 LBS (SYSTEK1I) 4 . ASSEMBLY, 2-PAIR POWER CONDUCTORS, 5.5 LBS (MOUNT) 4-FIBER, MODEL # RFA412-4SXX-XX BY ANDREW 26.9 LBS (TOTAL,) SOLUTIONS OR EQUAL. COORDINATE EXACT MAKE AND MODEL WITH VERIZON WIRELESS. 1 ISSUED FOR REVIEW 7/17/15 m`. ANTENNA CABLE GROUND KIT , ® Na ISSUE OR REVISION DATE GROUND WIRE CONNECTED TO NEW ! / ANTENNA CABLE GROUND BAR G / No use, reproduction or dissemination may be made of this drawing f + ® \ ..# , and the concepts set forth without the prior written consent of Structural Consulting Services, P.C. Copyright©2015 11100 / ANTENNA GROUND BAR I ���►'• 42" NA1114 AT EQUIPMENT PLATFORM FRONT ABOVE THE PROJECT TITLE ROOF SURFACE New York SMSA ALUMINUM MDB RAYCAP SIX CIRCUIT OVP MAIN REAR OR DECKSUPPORTS,PTOYPT Limited Partnership DISTRIBUTION BOX (MDB) WITH FIBER PATCH ` OIii„ /v� /... PANEL AND DC BREAK, COORDINATE EXACT , �. d/b/a VE RIZON WIRELESS \ I�,' '' � SITE•/ GROUND WIRE CONNECTED TO �I MAKE AND MODEL WITH VERIZON WIRELESS I \, II'� �I �� . MATTITUCK RELO NEW EQUIPMENT PLATFORM t;�I i ,/ 1000 PIKE STREET GROUNDING SYSTEM, TYP. U.O.N. ----- � / '� G QIIIII' � 0Q �� `� MATTITUCK, NY 11952 •\` 18-PAIR SINGLE MODE FIBER ' I� ,k� AND DC CABLING BY LUCENT) II 441# 9926 BBU, POWER DISTRIBUTION PANEL ( ' ,(FOR RRH's) & +24V/-48V DC . I STEEL CORNER BRACKET, TYP. DRAWING TITLE CONVERTER (FOR RRH's) (BY LUCENT) m MOUNTING BRACKET0 I�1 (HOT DIP GALVANIZED) ' ATTACH TO EXISTING FRAME PER LOCATED IN NEW ENCLOSURE IF REQUIRED L` o MANUFACTURER'S SPECIFICATIONS. SEAL ____ 9926 BBU G • ALL FRAME PENETRATIONS WATERTIGHT. r IIS COORDINATE EQUIPMENT AND WIRING 4.,,,,,,,„ RRH/S D B MOUNTING DETAILS PDP �� VERIZON WIRELESS AND LUCENT. PROVIDED FITTING FOR • ,�- • ALUMINUM SELF CLOSING (FRP) AI'V D ROOF ACCESS HATCH >�-I G �I, I EXTENSION OF HYBRIFLEX ® O f i ® POST HINGE, ; GATE ( 1.91) SAFETY RAIL DETAILS LS Bio CABLES --�\•/�- ,\ 10'11: TYP. �) -- �_ ( ' ' ALUMINUM EXISTING ROOF \ , +24V DC IN 1 DC CONVERTER G 1 ; \O/ \O/ STAINLESS STEEL GATE ACCESS HATCH � - 00 -_- TORSION ROD �� �� ® ® HINGE, TYP. - EAL SCALE PROJECT N0. BOTTOM OCT 2 9 2015 H. F ® AS NOTED VER0798 � ,Q � ..'� DRAWN BY DRAWING NO. TYPICAL ANTENNA SECTOR RRH SCHEMATIC MAIN DISTRIBUTION BOX ROOF HATCH SAFETY RAIL DETAIL Pantn�)gQoard �s 0p SCALE: NONE SCALE: NONE 4 SCALE: NONE y �,`) ;Jim + CHECKED BY ,_ _''I , - JHF S - 2 \I- �ti. t «';�3 �, /' DATE �y � _Es. '_. 7/16/15 • EXISTING ROOF HATCH (TO NEW NATURAL GAS GENERATOR WITH OUTDOOR SOUND ENCLOSURE GENERAL STRUCTURAL NOTES: REMAIN). INSTALL NEW 80' FIXED \.: i!-4 AND VIBRATION ISOLATION SPRINGS, SEE ELECTRICAL & PLUMBING S STRUCTURAL SHIPS LADDER FROM MEZZANINE DRAWINGS. FOR ADDITIONAL INFORMATION. CONNECTION OF 1.) ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 EDITION OF THE "BUILDING CODE OF NEW YORK STATE" AND WITH THE LEVEL UP TO ROOF LEVEL SEE GENERATOR TO SUPPORT FRAMING BY CONTRACTOR PER DETAIL ON EQUIPMENT CABINET REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. WHERE THE REQUIREMENTS OF VARIOUS CODES CONFLICT, THE MORE C CONSULTING ADJ. STRUCTURE / SHEET S-4 FOR FURTHER DETAILS. THIS SHEET. VERIFY 3'-2" SUPPORT BEAM SPACING WITH A STRINGENT SHALL APPLY. (� GENERATOR SUPPLIER PRIOR TO FABRICATION OF STRUCTURAL o CONT. WT3x7.5 v j//////� 2,500 ALFA CUT TO 2" FORTH STEEL MAXIMUM WEIGHT OF GENERATOR AND ENCLOSURE = (SEE PLAN FOR LOCATIONS) 2.) THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO THE FABRICATION AND ERECTION OF ANY S SERVICES lbs. PROVIDE CARBON STEEL #18 FLATTENED EXPANDED METAL �- MATERIAL. ANY UNUSUAL CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. 9 'P.C. INSTALL NEW FIXED SAFETY RAIL SYSTEM UNDERLAYMENT BENEATH GENERATOR BY MC. NICHOLS OR x --ter APPROVED EQUAL, TYP. ATTACH UNDERLAYMENT TO STEEL FRAMING �" i 2 © 12 \ 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 ON HATCH PER DETAILS ON SHEET S-2. WITH GALV. SELF-DRILLING SCREWS OR CLIPS AS REQUIRED. 1 " 3.) IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS AND/OR CONDITIONS SPECIFIED, THE CONTRACTOR SHALL TEL: 203.740.7578 FAX: 203.775.5670 IMMEDIATELY NOTIFY THE ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD BE AFFECTED UNTIL FORMALLY DIRECTED BY ---- ---� 3'-0" WIDE ACCESS STAIRS UP TO PLATFORM, THE ENGINEER ON HOW TO PROCEED. SEE "ACCESS STAIRS DETAIL" ON SHEET S-4. W12x26 M/E/P ENGINEER: MAIN GARAGE ROOF --/�--- 4.) INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISALIGNED OR NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED NEW PROVIDERIBOLT HOLES IN ZON WIRELESS TQOPPFLANGE OF BEAMS CABINET, T .FOR TYPICAL WT ATTACHMENT WORK THAT ENGINEERTO THE REPRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY CONSTRUCTION PROCEDURES OR MATERIALS RESULT IN DEFECTIVE 1.4 REQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURES, PROFESSIONAL FEES MAY BE CHARGED TO THE EQUIPMENT CABINETS AS PER THE DETAIL THIS SHEET. CONTRACTOR AT THE STANDARD HOURLY RATE OF ADDITIONAL SERVICES. CB BREEN ASSOCIATES, P.C. :" 2 TO W12x26 DETAIL EXISTING 20K3 OUTLINE OF RAIN CANOPY ABOVE, SEE "RAIN CANOPY BELOW, TYP. FRAMING PLAN" ON THIS SHEET FOR DETAILS. SCALE: 1" = 1'-0" 5.) / /THE CONTRACTOR SHALL COORDINATE THE WORK SHOWN ON THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS OF THE M E P 46 RIVERSIDE AVENUE TEL 203-866-1471 DRAWINGS (INCLUDING ALL CONTRACT SHOP DRAWINGS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING ALL WESTPORT. CT 06880 STAIRS 31" O.D. SCHED. 40 GALV. STEEL PIPE CANOPY POST, TYP. AT (5) DIMENSIONS. IN CASE OF CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY REQUEST A CLARIFICATION FROM THE ENGINEER. 19". LOCATIONS. CUT GRATING (WHERE APPLICABLE) FLUSH AT EDGE OF 2" MIN. BEARING CANOPY POST TO ALLOW GRATING TO BEAR ON TOP OF BEAM. SEE 6.) THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. / li- 'Ii\ "RAIN CANOPY FRAMING PLAN" ON THIS SHEET FOR DETAILS. EQUIPMENT CABINET S-4 x T , , , , _ " Pd- 3 `. N� �--'�/,'/'/i W21x44 Y-o- r %" " _ _yA4.1 STEEL GRATING 7.) IN CASE OF CONFLICT BETWEEN NOTES, DETAILS AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. CLIENT: I Nom.- ��.: _ 1 x6 x24 GALV. STEEL BEARING PLATE CENTERED O � ,' , , ] ON EXISTING 8 CMU AS PART OF PARAPET WALL, • T� 8.) ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S MANUAL OF /�;�,��,�� m o Z : I d TYP. AT TWO (2) LOCATIONS TOTAL. SEE SECTION 2 `V IIIIL111! CONSTRUCTION, ALLOWABLE STRESS DESIGN, NINTH EDITION. STEEL\` , . , m L_ ©.. ON SHEET S-4 FOR FURTHER INFORMATION. ; " NEW HSS4x4x POST DOWN /I' =- ,,_� '/, �'//,--I u I , I S-4 j� L31x21x1A LLH \- TO TOP OF EXISTING W30 I� ►�.' x m1� �� 9.) ALL STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL MEET THE REQUIREMENTS OF ASTM A992 (50 KSI). ALL OTHER STRUCTURAL STEEL BEAM BELOW ROOF LEVEL AND ,'/ �.',�X„ �_ ' NEW LGM FRAMED SCREENING WALL WITH BRICK-LIKE !_ J 5/8"� A325 BOLT 0 1'-6" O.C. SHAPES, PLATES, BARS, ETC. OTHER THAN STRUCTURAL STEEL TUBING SHALL MEET THE REQUIREMENTS OF ASTM A36. ALL STRUCTURAL CENTERED OVER EXISTING ' .',�' I o NZ FACADE, TYP. AROUND PLATFORM. SEE SCREENING - " STEEL TUBING AND PIPE (RECTANGULAR AND ROUND) SHALL MEET THE REQUIREMENTS OF ASTM A500 GRADE B, 42 KSI (ROUND) AND 46 W12x26 +2 STEEL COLUMN BELOW. �; '�.',�_ n Nim N -TJ ENCLOSURE FRAMING PLAN" ON THIS SHEET. ) KSI (RECTANGULAR). ALL PIPE AND POSTS SHALL BE INSTALLED PLUMB. " CONTRACTOR TO FIELD VERIFY ,' * 1 N >, rP P LOCATION OF EXISTING 1 ��, ' , �/' N I °= j °' °` °� j �/ EXISTING ROUGH GARAGE GRATING SUPPORT DETAILS 10.) ALL BOLTS SHALL BE 3/4"� A325 TYPE N UNLESS OTHERWISE NOTED. ALL BOLTS SHALL BE HEAVY HEX WITH HEAVY HEX NUTS ��� 0 wireless l ss DOOR OPENING BELOW, TYP. BUILDING COLUMN PRIOR TO VIBRATION ISOLATION ,��, , p • a� rn r +�m + rn � CONFORMING TO ASTM A563 AND PLAIN HARDENED WASHERS CONFORMING TO ASTM F436. ALL THREADED RODS SHALL CONFORM TO ASTM THE SHOP DRAWINGS. SEE SECTION I #MSON OF STEEL S-2E 0(MODOEOL /y2�� o Z ®-INDICATES MOMENT CONNECTION, TYP. AT A T EQUIPMENT CABINETS A36 UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL U-BOLTS SHALL BE 1/2"O MIN. AND CONFORM TO ASTM A307 OR A36. ALL 1 ON SHEET S-4 FOR # SO ' - oGjo (2) LOCATIONS. SEE SHEET S-4 FOR DETAILS. 3 SCALE: NONE U-BOLTS SHALL HAVE FOUR (4) NUTS, TWO (2) NUTS EACH END. 4 CENTEROCK ROAD BY THE VMC GROUP), WEST NYACK, NEW YORK 10994 FURTHER DETAILS. � TYP. FOR (4). �� , „J... � - ' . PROVIDE 6" CLR. x 24" CLR. OPENING IN GRATING FOR 11.) ALL STRUCTURAL STEEL, PLATES, BOLTS, NUTS, WASHERS, ETC. SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION CONFORMING TO r „ CABLE PASSAGE THROUGH PLATFORM. FRAME ALONG THREE GENERATOR (SOUND ENCLOSURE) ASTM A123 AND A153. TRIMMED ENDS OF STEEL AND DISTURBED SURFACES SHALL RECEIVE A BASE COAT OF Z.R.C. COLD GALVANIZING 2Q (3) SIDES OF OPENING WITH L3x3x AS SHOWN. TACK WELD , COMPOUND MANUFACTURED BY Z.R.C. CHEMICAL PRODUCTS INC., QUINCY, MA., OR EQUAL AND A TOP COAT OF ALUMINUM BASED PAINT. CD L3x3 ANGLES TO W12 BEAMS AT ALL CONNECTIONS. �; L3x3x. GENERATOR ISOLATION SPRING (MODEL a 80-2700 12.) ALL WELDING SHALL COMPLY WITH THE PROVISIONS OF AWS D1.1 "STRUCTURAL WELDING CODE - STEEL." QUALIFY WELDING �? FIELD WELD RAIN CANOPY POST TO TOP FLANGE OF BEAM CENTERED ON BEAMBCONTRACTOR SHALLOPROCEDURES AND WELDING OPERATORS IN ACCORDANCE WITH AWS D1.1 "QUALIFICATION" REQUIREMENTS AND NYS BUILDING CODE ,, X WITH 14" FILLET WELD ALL AROUND (AT THIS LOCATION ONLY). MAIN GARAGE ROOF N I SEE SECTION 3 ON THIS SHEET FOR BASE CONNECTION al. _ CONFIRM IN FIELD AND COORDINATE WITH REQUIREMENTS. ALL WELDING SHALL BE PERFORMED USING THE SHIELDED METAL ARC (SMAW) PROCESS USING E70XX ELECTRODES. UNLESS ' •i L3x3x DETAILS AT ALL OTHER RAIN CANOPY POST LOCATIONS. GENERATOR MANUFACTURER. INSTALL OTHERWISE NOTED ON THE DRAWINGS, ALL BUTT WELDS SHALL BE 100% PENETRATION WELDS AND ALL FILLET WELDS SHALL BE 1/4" • >ALPHA` mi' SPRING PER MANUFACTURER'S WRITTEN MINIMUM. ALL WELDS SHALL BE INSPECTED BY THE ENGINEER. PROVIDE KIDDE 101b HAND I �ARGUS. EXISTING PILASTER BELOW ROOF ---- .__P4 INSTALLATION PROCEDURE. FIRE EXTINGUISHER HELD CO2 GWIIHIN �'�'�AIN �I -1 EABLE 13.) ALL HOLES TO BE MADE IN THE FIELD SHALL BE DRILLED. GAS CUTTING IS NOT PERMITTED. ' o _ _ 0 BUILD UP EXISTING PARAPET ONE (1) BRICK COURSE MIN. OUTDOOR RATED �� I � r •• ABOVE TOP OF NEW STEEL FOR 1'-4" MIN. BOTH SIDES OF IL ENCLOSURE WITH GLASS _ BEAM BASE PLATE CENTERLINE, TYP. AT (2) LOCATIONS. 4� I 14.) ALL SPECIALTY ANCHORS SHALL BE INSTALLED AS PER MANUFACTURERS' WRITTEN SPECIFICATIONS. FRONT. COORDINATE 7'-10"± (V.I.F.) 3'-2" 3'-6" 3'-4" 3'-6" 1'-10"_ 2'-6" 2'-(" Xz m NEW STEEL BEAM (SEE PLAN) EXACT SPECIFICATIONS -• � i__ • m x -- -- 15.) ALL GROUT SHALL BE NON-METALLIC AND OF NON-SHRINKAGE TYPE WITH A MINIMUM COMPRESSIVE STRENGTH OF 7,500 AT 28 DAYS. WITH VERIZON WIRELESS. _T_ *-PROVIDE WT3x7.5 (11'-9" LONG EACH) RIPPED 0 n DOWN TO HEIGHT OF 2" WITHIN LIMITS OF BEAM AND ISOLATION SPRING CANOPY POST AND BEAM EQUIPMENT CABINET INSTALLATION OVER TOP APPROVED BY MAIN GARAGE ROOF . cDn OF W12x26 (+WT) BEAMS. SEE DETAIL 2 ON TYPICAL DETAIL AT 3" 1'-9" 1 THIS SHEET FOR FURTHER INFORMATION. , 1PLANNING BOARD 4 GENERATOR ISOLATION SPRINGS 'T�' 3/16 Pr , „ TOWN OF SOUTHOLD SCALE: 1 - 1'-0" I 11/2" DECK ,,,cd I DATE / N l• i &.O z ." L4x4x3/8 x 534" LONG SINGLE 2©3" = 6" ' � ('- A L)t . .- FRAMING PLAN NOTES: I ()GL CONNECTION WITH N - 11 C9 A C�9 2 -3 4"0 A325 BOLTS EA. LEG �' 1.) ALL STEEL SHALL •BE INSTALLED LEVEL UNLESS OTHERWISE NOTED. ;�, r, ---- C9 s� �� 2.) TOP OF NEW STEEL ELEVATION SHALL BE HELD 2'-10" ABOVE EXISTING ROOF SURFACE UNLESS �� ' .....__-_.-. - E (') _ OTHERWISE NOTED THUS (±X") INDICATING DISTANCE ABOVE OR BELOW TOP OF STEEL REFERENCE ELEVATION. SPAN OF GALV. STEEL WELDED GRATING W/ M 1 " 3.) STEEL GRATING SHALL BE ALL WELDED TYPE GW AS MANUFACTURED BY McNICHOLS WITH 134"x3/16" 1%"x3/16" BEARING BARS 0 1-3/16" O.C. _ _ 1/a BEARING BARS 0 1-3/16" O.C. _ KOI , %"x31/2"x6" PLATE, TYP. ro 4.) FASTEN GRATING TO STEEL FRAMING WITH McNICHOLS TYPE GG GALV. STEEL GRATING CLIPS OR - C9 ,� APPROVED EQUAL. SPACING OF FASTENERS AS PER MANUFACTURER'S RECOMMENDATION. PROVIDE TWO (2) GRAPHIC SCALE i 3/4"0 A325 BOLT, TYP. GRATING CLIPS MINIMUM EACH END OF INDIVIDUAL GRATING PANELS. JOIN SIDE BARS OF ADJACENT GRATING1. 1�" PANELS TOGETHER WITH GALVANIZED OR STAINLESS STEEL END PANEL CLIPS 0 2'-0" O.C. 4 ° 2 4 e 1 5.) INSTALL 14" THICK SECTIONS OF GALV. STEEL DIAMOND PLATE (SIZES AS REQ'D) OVER TOP OF RAISED 1/2" GAP L3x3x KNEE BRACE, TYP. BEAMS TO CLOSE OPEN SPACE WHERE FUTURE CABINETS ARE NOT INSTALLED. BOLT TO TOP OF BEAMS WITH CiP . 3/4"0 A325 BOLT,3 WITH" VERT ONOR S.ES.ESS.BOLTS TO ALLOW REMOVAL. COORDINATE NUMBER AND LOCATION OF FUTURE CABINETS ON FEET) TYP II C A L C 9 TO C 9 CONNECTION EA. END OF BRACE TYPICAL 6.) CONDUITS, PIPING, ANTENNAS, ETC. WITHIN VICINITY OF STEEL SUPPORT FRAMING NOT SHOWN FOR CLARITY. COORDINATE ALL REQUIRED WORK WITH THAT OF OTHER TRADES. EQUIPMENT SUPPORT FRAMING PLAN DETAIL (AT RAIN CANOPY) %"x4"x4" SHEAR TAB WITH 11 -8 DECK SCALE: %" = 1'-0" SCALE: 1 1" = 1'-0" " _,� � _ 1"x1" CORNER CHAMFER, TYP. ' " GAGE �� ` 14 V 4 GENERAL REVISIONS 7/17/15 z o 11'-2" a NOTE (DETAIL 8); 34"x1O"x634" BASE PLATE 3 ISSUED FOR BUILDING PERMIT 4/15/15 1PROVIDE SHOP DRILLED HOLES ONLY ATI LOCATIONS OF INITIAL EQUIPMENT CABINETS. i (2)-3/4"0 A325 BOLTS 0 7" 14 C9 @• "' o HOLES FOR FUTURE EQUIPMENT CABINETS --AL-. O.C. SPACED AT 31" GAGE 2 ISSUED FOR CONSTRUCTION 8/4/14 OUTLINE OF EQUIPMENT r� i EQUIPMENT CABINET, TYP. SHALL NOT BE PROVIDED AT THIS TIME. BELOW CANOPY, TYP. 1 i I COORDINATE LOCATION OF INITIAL AND FUTURE NEW W21x44 OR W12x26 STEEL BEAM, SEE 1 ISSUED FOR REVIEW 7/21/14 L J 1 I EQUIPMENT CABINETS WITH VERIZON WIRELESS. EDGE OF DECK, TYP. PROVIDE "EQUIPMENT SUPPORT FRAMING PLAN NEW STEEL BEAM BELOW, TYP. PLAN" NEOPRENE OR EXT. GRADE r� ---- © 3�" O.D. SCHED. 40 PIPE WITH Na ISSUE OR REVISION DATE PLASTIC EDGE GUARD ALL AROUND L� �� --- ® ) �'�� '�o l'72'_0� " WELDED CAP PLATE ON TOPal EDGE OF METAL DECK, TYP. r� I ' - I " , " EQ (1) 11'-71' I EQ (1) No use, reproduction or dissemination may be made of this drawing I9/16 x 1,� LONG 3 TYPICAL CANOPY POST SECTION CD and the concepts set forth without the prior written consent of I I . l I E >-� , I I L� ____� �' ; SLOTTED HOLE FOR ( C� H -H +`_' ,--J m U 4 ��"� BOLT, TYPICAL I I - r� S-3 SCALE: 1" = 1'-0" g • Structural Consulting Services, P.C. Copyright® _ d1 1 ''' ® AT (16) LOCATIONS. --- ' 6. a- c., 1 SLOPE I v o I _ w' , , PROJECT TITLE Q, I x '2111„ „�11 - (5)-#12 TEK SCREWS MIN. M I DOWN 1 v I- i... - m Z 11 ,- N AT EACH STUD CONNECTIC I o ' New York SMSA N _ s o NZ " �I 1 waa l I °.' cr r 'm rr �m m� I 1 1 cp �i µ �, E RUSTIC FULL SIZED BRICK-BURNT I - CONTINUOUS L4x3�x/a LL IT] 1 I v 1 _ ORANGE WITH LIGHT GRAY GROUT 't ---- P -, I I (POSITION ANGLE AS REQ IRED Li ' ,) Limited Partnership __� I i v _ T INTERLOCK PANELS, TYP. ALL AROUND ll i RUSTIC FULL SIZED BRICK-BURNT ',! TO PLUMB LGM STUD.) l d/b/a VERIZON WIRELESS AS ENCLOSURE FACADE. SEE "TYPICAL ai �m� '� , %' ORANGE WITH LIGHT GRAY GROUT �; I I I - 9 I' Z AIM 34"0 A325 BOLTS 0 4'-0" MAX. O.C. I I I o gs, SCREENING WALL CONSTRUCTION 1I! mN !I ' INTERLOCK PANELS. FIELD CUT o!-� WITH TAPERED WASHERS AS REQUIRED SITE: MATTITUCK RELO -J I I d -, Z DETAIL" ON THIS SHEET. I -' ! - PANELS AND ADHERE TO PLYWOOD --- 1 iR� 1000 PIKE STREET - IN ACCORDANCE WITH THE I HORIZONTAL CHANNEL, SEE PLAN. l0 1 ��.� ' -L_-, Ji' ''�/ SLOPE 1 mma1 - MANUFACTURER'S SPECIFICATIONS MATTITUCK, NY 11952 -� " 1 a ro ^ I . DOWN - 34 P.T. PLYWOOD PAINTED WHITE w I z I ��W 1 1 AND RECOMMENDATIONS. SUBMIT , I CANOPY POST BEYOND, SEE PLAN. �`����� w ON INSIDE FACE WITH TWO (2) I`� I I S W m II COLOR AND MATERIAL SAMPLES TO L2x2x KNEE BRACE, TYP. FOR (10) TOTAL. S z I-. 1 m I " DRAWING TITLE �Op 0 Q¢ COATS OF EXTERIOR GRADE PAINT �,- _ ' li_ + _ VERIZON WIRELESS PRIOR TO I /Z P.T. PLYWOOD PAINTED WHITE SPAN OF 18 GA. 1 " TYPE B GALV. STEEL ROOF DECK AS �� C9x1�.4ZL ---- , N ORDERING. i ON INSIDE FACE WITH TWO (2) MANUFACTURED BY UNITED STEEL DECK, INC. OR APPROVED EQUAL, I - 358SW12 LGM STUDS © 16" O.C., TYP. F 1�i =} �I � _ w; I COATS OF EXTERIOR GRADE PAINT EQUIPMENT SUPPORT TYP. FASTEN DECK TO STEEL FRAMING WITH #12 S.S. OR GALV. (SLOP-IVIG) I z'1 „(?mi,i T �I m>-m 1 ' 358SW12 LGM STUDS 0 16" O.C. MAX. STEEL SELF-DRILLING TEK SCREWS CO 6" O.C. MAX. SET IN BED OF 0 .,„.‘,4 �'o0 31" O.D. RAIN CANOPY E 1 W vs I FRAMING PLAN, SECTIONS, EXTERIOR GRADE SILICONE SEALANT. FASTEN SIDE LAPS OF DECK SUPPORT POST, TYP. FOR (5). i1L. -._i1J - I I "� A325 BOLTS © 4'-O" O.C. MAX. DETAILS AND NOTES TOGETHER WITH #12 TEK SCREWS 0 6" O.C. MAXIMUM. SEAL SCREW HEADS OVER DECK WITH EXTERIOR GRADE SILICONE SEALANT. 4'-4" ~' ofyFR 1 NOTCH BOTTOM OF PANELING FOR W21 TO I I I CONTINUOUS L4x3x�/a LLH \ ALPHA EQ (2) 1'-7�' E° (2) 4'-8"t DECK ARGUS PASS THROUGH, TYP. AT (4) LOCATIONS. 1 � - 334" O.D. SCHED. 40 GALV. STEEL PIPE, TYP. FOR (5) TOTAL. I ��-10• . VERIFY BOLT LOCATIONS WITH W12+WT (3)-#12 TEK SCREWS MIN. STEEL PLATFORM BEAM, SEE PLAN. NOTES: AT EACH STUD CONNECTION SEAL ' SCALE PROJECT NO. 1.) ALL STEEL SHALL BE INSTALLED LEVEL UNLESS OTHERWISE NOTED. CABINET MANUFACTURER. tvn2+wTMIL pr. o,�a�1« ,.' - a � AS NOTED VER0798 " IZ FASTEN PLYWOOD TO LGM �` 1• fi.,:., ; : ti 2.) TOP OF NEW STEEL ELEVATION SHALL BE 8'-2" ABOVE TOP OF EQUIPMENT 0 (Al W21x44 AND W12x26) 1 MIN. �� �Z� CABINET SUPPORT FRAMING STEEL UNLESS OTHERWISE NOTED THUS (tX ) 1W' (AT W12x16) STUDS WITH 1-5/8" TYPES ;0 ,� n_ , ''f , DRAWN BY DRAWING NO. INDICATING DISTANCE ABOVE OR BELOW TOP OF STEEL REFERENCE ELEVATION. EQUIPMENT CABINET DRYWALL SCREWS CO 12" 0.C. '* A E. J Uva GS RAIN CANOPY FRAMING PLAN SCREENING ENCLOSURE FRAMING PLAN BOLTHOLE LOCATIONS4641i , TYPICAL SCREENING WALL SECTION `, 1 �" <I! �; CHECKED BY a JHFS .. 36SCALE: '/ = 1'-0" SCALE: v = 1'-0" SCALE: %" = 1'-0" C:Z -% 1" " SCALE: = 1 -0 N�`,�' C'4.39 I / DATE /�\gEs011 7� 7/15/14 /i NOTE: THE MANUFACTURER'S CUT SHEET (RIGHT) _ _ �_._.__�.-. ._ Ak, c0 L3x3 L3x3 % r HAS BEEN PROVIDED FOR INFORMATIONAL _ ' ` S STRUCTURAL ____ ,rFss Ladder Company AFTER INSTALLATION T NEW ROOF maw- CA 91710-5143 C CONSULTING „ ACCESS LADDER, CONTRACTOR SHALL PURPOSES ONLY. CONTRACTOR SHALL _ _ ..._._ IAX 5167'G•Street,Chino, �j� MAX. Save t? Ecrrrre vto�r 'drrvecr rzy a BAs".ihrnErr !t: :'es,,,f co'.r.fct rcarn Phone.888-310-7040 •Far 909-591-7565 REPAIR ALL DAMAGED AREAS TO COORDINATE ALL REQUIREMENTS AND DETAILS v, MATCH APPEARANCE OF EXISTING. . , S SERVICES P C '/ _ _ W21 WITH THE MANUFACTURER PRIOR TO ORDERING. 1 " MAX. L3x3 TO L3x3 '"' - f �- W21 3/4"0 A325-SC MODEL 380—80°Ships Ladder �� 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 • � ' ,I (51.1P-CRITICAL) NM "� " TEL: 203.740.7578 FAX: 203.775.5670 W12 II I - ' i "' BOLT, TYP. NEW ROOF HATCH SAFETY RAILING NOT , [ 1 r '12 W12 - I e SHOWN FOR CLARITY. SEE ROOF HATCH ‘� EXISTING ROOF ACCESS HATCH 3/4 A325-SC ro; 1I SAFETY RAILING DETAIL ON SHEET S-2 0 0 0 0 1 r7• r 1I „„ 1 (SLIP-CRITICAL) 14, )pr !I FOR FURTHER INFORMATION. jii MEP ENGINEER: ! '-' , BOLT, TYP. ' I i � i EXISTING ROOFING�t _ , lI ® F I !I 3/8" FULL-HEIGHT MEMBRANE AND RIGID /�,/ ,//, I _--T L�i 3 8" FULL-HEIGHT v, 4 STIFFENER B.S. OF W21 INSULATION, TYP. r/' CB BREEN ASSOCIATES, P.C. ITI TYP. \ I�.��i.��.� / \ ! r� /`� 1/4 V STIFFENER B.S. OF W12 TYP. �/ w. .._._L__y. (SKEWED AS REQUIRED) �_/ _ ��_ W12 TO W12 W21 TO W21 - �� rR' - -- �` 3" STEP WIDTH 46 RIVERSIDE AVENUE TEL 203-866-1471 4 ila WESTPORT. CT 06880 2": I 1" MAX. "� 1/2" MAX. EXISTING 11/2" // 2j 6" RAIL DEPTH W21 di\ II W21 W12 (+2") PI41 DECKL TYPOF �.__ ---ter— ��' M - r I�i W12 3/4"� A325-SC �� - r I� i 3/4">� A325-SCE --T CLIENT: r it (SLIP-CRITICAL) '`' - r II a ' (SUP-CRITICAL) �� �i I i EXISTING DUCT FROM F OOR - p1' BOLT, TYP. EXISTING 20OPEN WEB TO TQP OF / ! ' 3/8" FULL-HEIGHT / JOIST, TYP. ! ■111\ „ ROOF HATCH TYP. IL I STIFFENER B.S. OF W21 TYP• i 3 8" FULL-HEIGHT 2 1 / NEW 24" WIDE 80' LIGHTWEIGHT ALUMINUM (SKEWED AS REQUIRED) 111 STIFFENER B.S. OF W21 ACCESS LADDER WITH HANDRAILS, MODEL 380-80' AS MANUFACTURED BY ALACO ATTACH LADDER WALL MOUNT BLOCK AND CHIP ONLY # �BLOCK AND CHIP ONLY F.S. FLANGE OF W12 LADDER COMPANY, CHINO, CA, OR APPROVED L'i BRACKET (MODEL #380 BY ALACO�' F.S. FLANGE OF W12 J%---- EQUAL. INSTALL ACCESS LADDER IN LADDER COMPANY OR APPROVED ... ice.�. .�. 7 wireless ACCORDANCE WITH THE MANUFACTURER'S EQUAL) TO EXISTING WOOD FRAMING lil YV 1/ Vl V V V W12 TO W21 W12 (+2") TO W21 ,� i SPECIFICATIONS AND INSTALLATION WITH LAG SCREWS (QUANTITY AND /� RECOMMENDATIONS. CONTRACTOR TO FIELD DIAMETER OF LAG SCREWS PER / 80* VERIFY ALL EXISTING CONDITIONS AND MANUFACTURER'S / 4 CENTEROCK ROAD TYPICAL BEAM TO BEAM CONNECTIONS v HEIGHTS REQUIRED BY THE MANUFACTURER RECOMMENDATIONS, (2)- "� SCREWS / \ WEST NYACK, NEW YORK 10994 ET) = FOR FABRICATION AND COORDINATE ALL MIN.). PRE-DRILL APPROPRIATELY f SCALE: 1" l'-0" REQUIREMENTS WITH THE MANUFACTURER. SIZED HOLES IN EXISTING WOOD / r -r 1, CONTRACTOR SHALL SUBMIT THE 41 334" MANUFACTURER'S STANDARD SUBMITTAL WITH FRAMING TO PREVENT SPLITTING. ALL FIELD VERIFIED DIMENSIONS AND HEIGHTS CPW> I 114", TYP• TO THE ENGINEER FOR APPROVAL PRIOR TO "* "Y" DIMENSION -4- 24" -- N y1/8" MAX., TYP. ORDERING. CONTRACTOR SHALL PROVIDE THE MANUFACTURER WITH THE EXISTING CONDITION W21 " DETAIL AT THE TOP OF THE ACCESS LADDER '"‘4" W12 (2)-4x31/2x16 x 81" LONG BENT PLATES FOR ACCESS LADDER CONNECTION TO THE - WITH (3)-3/4"0 A325-SC (SUP NEW WOOD FRAMING. SEE THE J ) MANUFACTURER'S CUT SHEET FOR THE W21 CRITICAL) BOLTS EACH LEG, TYP. om x - - ACCESS LADDER PROVIDED ON THIS SHEETI 6" 3 T ® 8" = 2'-0" J ``n FOR INFORMATIONAL PURPOSES ONLY. I 1%" n TYP MEZZANINE LEVEL TYP. y/////////////////// ���////�///////////////, Y"x8"x7l" STEEL PLATE WELDED TO WEB OF W21 , : \ (SKEW CUT AS REQUIRED), TYP. B.S. OF W21 • / ATTACH LADDER TO MEZZANINE FLOOR 134"0 SCHED. 40 GALV. STEEL 8", TYP, / TO PREVENT MOVEMENT (CONNECTION REMOVABLE RAILING EACH SIDE �PP20VED BY ><TYP. DETAILS BY CONTRACTOR) , PLANNING BOARD / L2Y2x2Y2x/% WELDED TO C10's FOR W12 ACROSS W21 EDGE SUPPORT OF GRATING SECTION THROUGH EXISTING ROOF TOWN OF SOUTHOLD L4x33x5/16 x 534" LONG WITH ' 3 SIDES 2 TYPICAL MOMENT CONNECTION DETAIL HATCH AND NEW ACCESS LADDER (2)-3/4„0 A325 BOLTS EACH LEG DATE l /51w/ SCALE: 1" = 1'-0" SCALE: 3/4" = 1'-0" W21 BEAM (SEE PLAN) ---e,,,..04,) I ip STEEL PLATFORM GRATING (SEE PLAN) ' F 8", TYP. N TOP OF GRATING N) PARAPET PENETRATION NOTES: H 1.) CONTRACTOR SHALL WATERPROOF THE m El ® - v 3/8" FULL-HEIGHT STIFFENER WELDED PARAPET PENETRATIONS AS REQUIRED WITH (..4' — - E,E % `r' ^ ON THREE (3) SIDES (OPPOSITE SIDE OF g. STIFFENER, CAP PLATE, HSS4x4 POST, BASE BITUMINOUS COATING/ROOFING CEMENT. N BEAM-TO-BEAM CONNECTION ONLY) PLATES, EXISTING W30x99 AND EXISTING STEEL COLUMN CONTRACTOR SHALL BE RESPONSIBLE FOR 134" I M MAKING THE PENETRATIONS WATERTIGHT. TYP• o y � I gF (2)-3/4"o A325 BOLTS (7" O.C.) PROVIDE STANDARD PITCH POCKET r -i r- SPACED ® W21 BEAM GAGE (31/2") AS PER DETAIL ON THIS SHEET. 2.) PAINT EMBEDDED PORTIONS OF STEEL STIFFENER, BEARING PLATE, ANCHOR eri o Lo NEW HSS4x4x�/a POST WITH TWO (2)-COATS OF BITUMINOUS PAINT. RODS AND EXISTING 8" CMU WALL Ni I m 3/4"x6W"x10" CAP PLATE i (2)-C10x15.3 SPACED 0 3'-0" CLR. 53 z � � RIGID INSULATION i " " 11." Amm REMOVE ROOFING MEMBRANE, 8 WIDE x 3-0 LONG GALV. pp AND METAL ROOF DECK AS REQUIRED TO ALIGN END OF BEAM WITH " b i EXPOSE EXISTING OPEN WEB JOIST SEATS AND FILL BEAM POCKET SOLID WITH NEW OR REUSED BRICK. BACK EDGE OF BEARING PLATE. STEEL TREAD WITH 1�/i"x3/16" 31 - _ r ' TOP OF NEW STEEL WATERPROOF BOTH SIDES OF BEAM POCKET BEARING BARS, TYP. TYP> V • TOP FLANGE OF EXISTING W30 STEEL BEAM. W21 REPAIR ROOFING MEMBRANE, RIGID INSULATION ROOF LEVEL ' " \\\\\\\\\\\\\\\\\\\\\ \\\\�\\ � - 4 GENERAL REVISIONS 7117/15 AND METAL ROOF DECK AS REQUIRED AROUND /i COMPRESSIBLE FILLER ALL AROUND BEAM, �J PROVIDE SIKAFLEX la OR APPROVED EQUAL. 3 ISSUED FOR BUILDING PERMIT 4/15/15 ROOF PENETRATION AFTER POST INSTALLATION. �_ -� HSS4x4x GALV. Inrl STEEL SLEEPER o " TOP OF NEW STEEL •'.. ............... PROVIDE P.T. 2x SILL AND SHEET METAL CAP ATOP PARAPET �/a" CLOSURE PLATE w�, 1� ��I (2)-3/4 A325 BOLTS 10" O.C. (CENTERED WELDED TO C10 60 MIL EPDM SHEET = �t 2 ISSUED FOR CONSTRUCTION 8/4/14 , z I► • EXTENSION FOR 2'-8" LIMITS OF BEAM POCKET/PARAPET �o L4 ABOUT PLATE), TYP. FIELD DRILL '%6"O HOLES IN W21 ,, UNDER SLEEPER �, �`�� TYP. T&B TOP FLANGE OF EXISTING W30 BEAM FOR BOLTS. BUILD-UP TO MATCH EXISTING (SEE PLAN) ` 1 ISSUED FOR REVIEW 7/21/14 >1/4 V " „ S.S. OR GALV. BUILD UP EXISTING BUILDING FACADE WITH NEW BRICK ACCESS STAIRS DETAIL a �;, 1 x8 x13 LONG BASE PLATE HEAVY HEX NUT i (1)-BRICKNa ISSUE OR REVISION DATE -� AND GROUT TO MATCH EXISTING ONE SCALE: NONE [Full (2)-8"x4�"x1%" PLATES (ON BOTH 1 ) 6 . r COURSE MINIMUM ABOVE TOP OF NEW STEEL. L A SIDES OF EXISTING OPEN WEB JOIST L: . ' • .-�=,.,� N A� REMOVE EXISTING P.T. 2x SILL AND SHEET METAL CAP No use, reproduction or dissemination may be made of this drawing ATOP PARAPET FOR 4'-0" LIMITS OF BEAM and the concepts set forth without the prior written consent of " BITUMEN 1 Structural ConsultingServices, P.C. Copyright()2015 r -r 1 --- -� _ 10" o - POCKET/PARAPET BUILD-UP (SEE PLAN) POST 2" MIN. SHEET METAL PAN ' - ll "�' 3/8" FULL-HEIGHT STIFFENER WELDED I ,, PROJECT TITLE L __ -- _ EXIST. ROOF SURFACE 1 7" 1�" `V I NEW RUBBER MEMBRANE �` "i �'~ ON THREE (3) SIDES B.S. OF W21 BEAM I FLASHING '`' i COMPATIBLE WITH EXISTING TO ill _-; New York SMSA--- " H" — HSS4x4x POST i i % MATCH EXISTING BY CONTRACTOR 61/aEx6Dx240 GALVA STEEL EARINGALL _ �� FELT STRIPPING/ \ / \ / \ / \ L t P TO SEAL WATERTIGHT. yx, " " „ "m �/ invited Par nershi" " ►;< .7 _ �t PLATE CENTERED ON CMU :•:�:�:�f:�•:•:' :S ?r::�:: EXISTING INSULATIONd/b/a VERIZON WIRELESS 3/4 x61 x10 � 4, ti I _ •CAP PLATE EXIST. ROOF SURFACE Ct ,�.�.�.�.�;�,�.�.. .�.�,5�i�' 1 ; ,. 1 MAX. H.S. NON-SHRINK GROUT TO LEVEL SITE: MATTITUCK RELO ,`.) ; { , FELT SHEETS LAYER OF CEMENT MORTAR ` `rg1y- , - ti:• SET IN BITUMEN 1000 PIKE STREET \ / \ / \ / \ / \ / \ / \ / \ / y, EXISTING RIGID INSULATION 3/4"0 (2)-5/8 S.S. OR GALV. THREADED RODS C 21” O.0 MATTITUCIC, NY 1REL A325 BOLT, +. EXISTING RIGID INSULATION TYP. FOR (4) �\ %" �L (CENTERED ABOUT PLATE) THROUGH 13/16"0 HOLES a \ u IN BEARING PLATE WITH HILTI HIT HY70 ANCHORING EXISTING METAL ROOF DECK EXISTING MEMBRANE ROOFING DRAWING TITLE �� ` + "`� ADHESIVE WITH SCREEN TUBES IN 27/32"0 DRILLED U SECTION A—A Z HOLES WITH 12" MIN. EMBEDMENT IN CMU NOTE: EXISTING I 1.) CONTRACTOR SHALL MAKE ALL ROOF PENETRATIONS WATERTIGHT EQUIPMENT PLATFORM 20K3 OWJI EXISTING A SCALE: 11� = 1 -0 FILL ALL NEW CMU CAVITIES SOLID WITH H.S. 22K4 OWJ ,., FOR NON-SHRGROUT INK OF BEAM PIER.OF LEVEL WITH PITCH POCKETS OR OTHER APPROVED MEANS. DETAILS AND ROOF s EXISTING 20K3 OWJ "" 2.) THIS IS A SUGGESTED DETAIL. CONTRACTOR MUST VERIFY ACCESS LADDER DETAILS 3 SI DES> > EXISTING r ,�, EXISTING 4" BRICK MASONRY VENEER EXISTING ROOFING SYSTEM FIELD AND CONSULT A ROOFING TYP. �� / W30x99 3/8" THICK FULL HEIGHT STIFFENER ( EXISTING 8" CMU WALL MANUFACTURER AND/OR EXPERIENCED ROOFING CONTRACTOR FOR i I CENTERED OVER WEB OF EXISTING COLUMN ,rz:r�'_: APPLICABILITY TO EXISTING ROOFING SYSTEM. CONTRACTOR SHALL BELOW AND WELDED ON THREE (3) SIDES, �.._,. MODIFY OR REPLACE THIS DETAIL AS NECESSARY TO PROVIDE A NOTE; NQS WATERTIGHT SEAL, COMPATIBLE WITH THE EXISTING ROOFING SYSTEM, REMOVE ANY PAINT, ETC. ON i TYP. BOTH SIDES OF EXISTING W30 (IF NOTE (SECTION 2); ; t Q REPAIR AND FLASH AROUND NEW THERE IS NO EXISTING STIFFENER PRESENT THIS SECTION IS APPLICABLE AT TWO AROUND ROOF PENETRATIONS. SEAL .�" t ���: in,'{'j SCALE PROJECT NO. EXISTING STEEL MECHANICALLY ' ' y '-� w rte : BEAM TO MAKE WATERTIGHT. (V-' 14 ,4a ,- CENTERED OVER COLUMN BELOW) (2) LOCATIONS TOTAL. SEE FRAMING =• aR, AS NOTED VER0798 WITHIN AREAS OF WELDING. CONTRACTOR SHALL BE 3.) ALL ROOFING WORK SHALL BE PERFORMED BY THE BUILDING / 2�� ,� J- PLAN ON SHEET S-3 FOR LOCATIONS. I RESPONSIBLE FOR WATERTIGHT ' DRAWN BY DRAWING NO. ' EXISTING STEEL BUILDING COLUMN OWNER'S APPROVED ROOFING CONTRACTOR SO AS NOT TO VOID ANY 1* * ' INSTALLATION OF BEAM POCKET. EXISTING ROOF WARRANTIES. r- y4' a GS clA �. 'NECKED BY NEW POST SECTION TYPICAL" BEAM POCKET SECTION TYPICAL PITCH POCKET DETAIL \\ I,/ 'P ,' 4JHF _4. SCALE: 1" = 1'-O" SCALE: 1 = 1 -0 5 SCALE: NONE ^'' ® 1), DATE �� �5 7/15/14 w S STRUCTURAL C CONSULTING . S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL: 203.740.7578 FAX: 203.775.5670 TOP OF WHIP ANTENNAS (BY OTHERS) ELEV. 132'-6"± AGL M/E/P ENGINEER: WHIP ANTENNA OF OTHERS (SHOWN SCHEMATICALLY), TYP, \ (PROPOSED BY OTHERS UNDER SEPARATE APPLICATION) REEN ASSOCIATES, P.C. 46 RIVERSIDE AVENUE TEL 203-866-1471 TOP OF TELECOMMUNICATION UNIPOLE (BY OTHERS) ELEV. 120.0'± AGL WESTPORT. CT 06880 ELEV. 120'-0"± AGL DI CENTERLINE OF VERIZON WIRELESS' I. III CONCEALMENT CYLINDER AND PANEL ANTENNAS _ _ 11_ VERIZON WIRELESS' 10' ELEV. 115'-=.0-"T-AGL I` II \COCYLINDERNCEALMENT CLIENT: E'I'"' 1 " ELEV. 110.0'± AGL ► NEW VERIZON WIRELESS PANEL ANTENNA MOUNTED nfi^ ► WITHIN 10' HIGH FIBERGLASS CONCEALMENT CYLINDER 10'i: 1111111 x, (ONE (1) TIER OF THREE (3) PANEL ANTENNAS � 1: 1 n \\ •••••••0°° ° - TOTAL). REFER TO ANTENNA ORIENTATION PLAN ON "�" m Pm 7J SHEET S-1 AND THE UNIPOLE DRAWINGS BY OTHERS nf1Ill1' mn "' FOR MOUNTING DETAILS AND ADDITIONAL INFORMATION. IIIIII 9 Z z z r- wireless [1:,:l 0 1 — m 1 1 Ff 1't•' 0 N FUTURE PANEL ANTENNAS (OF OTHERS) rri ii 1 > MOUNTED WITHIN FIBERGLASS CONCEALMENT 'Jai' 1- i- 4 CENTEROCK ROAD CYLINDER, TYP. (SHOWN SCHEMATICALLY) 1 nrWEST NYACK, NEW YORK 10994 n illi I I me NEW VERIZON WIRELESS (12)- "o ANTENNA CABLES ROUTED INSIDE UNIPOLE UP TO ELEVATION OF ANTENNAS. SUPPORT ANTENNA CABLES FROM WITHIN UNIPOLE WITH TYPICAL HOISTING GRIPS (PER DETAIL ON SHEET S-1) AS REQUIRED. EXISTING WOODEN UNIPOLE (NOT SHOWN FOR • CLARITY) TO BE REMOVED AND REPLACED WITH NEW 120-FOOT TELECOMMUNICATION UNIPOLE (BY OTHERS UNDER SEPARATE APPLICATION) APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE > f a.. __...__e- ,e.a2LC--)tarr..... .. NEW SCREENING ENCLOSURE WITH EQUIPMENT CABINETS AND PLATFORM WITHIN (GENERATOR BEHIND) NEW GPS ANTENNA, TYP. FOR (4). PAINT GPS 7 GENERAL REVISIONS 7/17/15 ANTENNAS AND MOUNTS WITH RF-TRANSPARENT TOP OF EXISTING CUPOLA PAINT TO MATCH EXISTING BUILDING FACADE. ELEV, 53'-4"± AGL 6 UPDATED 6/30/15 TOP OF NEW GPS ANTENNAS 5 ISSUED FOR BUILDING PERMIT 4/15/15 ELEV. 33'-2"± AGL \ A I ERENCE; 4 REVISED PER COMMENTS 11/20/14 TOP OF NEW SCREENING ENCLOSURE TOP OF EXISTING ROOF RIDGE EXISTING FEATURES SHOWN ON THIS SOUTH BUILDING ELEVATION ELEV. 31'-2"± AGL I IIl l l l ■-•---■-•---�-----■-•---■-..._�_..--■-•- -■-•-. ._.. _.-._._._..--�-•---■-•---■-•---■-•--- itittlittittitImI1 ui1ml1111■Illmlll/i■Illm ii -•Ifni lmlllmlllmlllmlilliiiuiiIiiii ELEV. 44'-1"± AGL WERE TAKEN FROM LIMITED FIELD MEASUREMENTS TAKEN ON APRIL 3 GENERAL REVISIONS 9/24/14 ' ' ' ' ' ' ' ' 18TH,11111111111111 2013 AND FROM A DRAWING OF THE BUILDING ENTITLED ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' "PARTIAL REAR ELEVATION & WEST SIDE ELEVATION" (SHEET A-6)► ► 2 ISSUED FOR CONSTRUCTION 8/4/14 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' piggriggistimigningiviinggragiii PREPARED BY FRANK G. RELF A.I.A. ARCHITECT; 520 TOP OF YAGI ANTENNA (BY OTHERS) 111111111■IIIm11111■IIIm11111■IIIm11111■IIIm11111■11111/11111■11111�11111�IIIm111111■IIIII■111 ELEV. 25'-0"± AGL r � � � � � r � � � � ► r ► � IIm11111■111m111/1■11111■IIIm111m111m111m111m111m11111■11111■11111■III 1 1 BROADHOLLOW ROAD, MELVILLE, NY 11747 DATED AUGUST 28TH, i � itti � ► � � tI 111111i111i1■11111/11111!11111u11111l11111IIIIr1■III/IIIIIiI■IIIm111I1i111m11111m111i11111111I1_111111 1 , 1 1 � _1 , , , , r t _ _ _ _ _ ._ _. 1995 (RELF PROJECT 95031E FOR ADDITIONS AND ALTERATIONS ISSUED FOR REVIEW 7/21/14 PARAPET i rJ i i i i i i 1 i i i , TOP OF EXISTING - - .. I : ,.{ I I.., ^ I TO MAT FIRE DISTRICT FACILITY ON PROPERTY. ELEV- 22'-3''± AGL 1 - . ...... ......:... ...... .. . � i . ..I L.:_ ;.L,. • ire. - -= THE :IT 1,., TRI L................ [.........:. .....L...,.................... ...,..... — — f L.. t` . No. ISSUE OR REVISION DATE , r 1.--,...... :. ...... : ...1 r t._....... t . ,. • _._..._-_ , _7. - _ �� -, _ �_ __, _ �'- �_1 _ _ ,-1_ ; • _. ;._`1, - __. ___. `::_r� No use, reproduction or dissemination may be made of this drawing ,....,........._ ,...,......_._ ._.......... .... .. : ..- L_.._!......z..... .,.. .._ I and the concepts set forth without . .. . . . ....•.:.• :.....:.....•........ . .r. ....: , , , ,.. : I.. :......_r. ':! :`:..... .....:':1....,........._... .... P the prior written consent of T ..;._._L...._ I. r : . :.. : :. 1.........L. ......_,., -- Structural ConsultingServices, P.C. Copyright©2015 7 . 1. , ',. . ..; ..! . , 1 . I , .... ' . . ,.... .! . „ , ; : ... , ; , ., , .. ! , ;.. ; ' , . , '....:. , , . .1 , I , i ; , 1. 7.. ..; . , „ , ; , , .. ,..,.: , , , ,:. ; . .. i , i . I , i . , : .: , - , , i ,., • • i -12...;....,.-,L..-.. � i. PROJECT TITLE , • T I : ... .:..... - , , I I l.. L_. i 7 ,.. L....._............: r. New York SMSA , _ _ _ �_ .__ - _�_ _ .�___- _ _ - _ _ _ Limited . ePartnership 1� -- r_... . I �� �T — d/b/a VERIZON WIRELESS i, i, ,, ,,,, ,, 1 - 1 ' ..... /, ,,, :::••••.,.1.. ...,,,' 0 I , . ..... ..r. �...._ . [ : I . . , ... I , i , : �., SITE: MATTITUCK RELO •,,J, , „,,.,• .....: , ,,__ 0 i. .i....,. .; ] . . ' I L ■■■ I 1 - 1 1000 PIKE STREET J 7 I EXISTING GRADE LEVEL p T ., . , . . ... : : I MATTIT UC NY 11952 : • 5 ELEV. 0—0 AGL [ 0 L \ I ;......�...,....,.._ , \� \\ \\ , //, \\ \\ \\ \\ \//�\ \\ \\ \\ \\ \\ \ \\ - 8± NGVD 29 �/ / // // / / / .// 4/ / / / / / / / / 4Nr 7. . - - \/�\//` �\ /�\//\ \/ �\ /\ \ /\/ / : J 1_-\/ v \/ \/ \J \/,\\/\\\<\\/,\\/ \/ \/ \/ \/ \ \/ ..\/ .\/ \/ \/ \/ \/ \/ \/ \/ \/ \/: \/..,\/.._ \/ \/ \/ \/ \/ \/. V \/ \/ \/ \/\\\ /\ DRAWING TITLE �\ ,\\ ,\ '\\/\\/ \/ \/\\/\\j/ /\/\/\/ // / / / / // / \/ / //\//\/��//��/ / / / / //\\/\\/\/\// /\/\/\/\/\/\//��//��//��/\/\/\ (4)-ELECTRIC METER BANK WITH DISCONNECTS ON //\//\//\/ /\/�\/�\// /�\/X\/X\ /..\ \/�\/\\//\\/�\/�\/A Z / / \/\/ UNISTRUT FRAME (BY OTHERS). SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION. SOUTH BUILDING ELEVATION NEW GAS PIPE ROUTED ALONG OUTSIDE - - �` (� [ �� FACE OF BUILDING AND PAINTED TO MATCH I1 EXISTING BUILDING FACADE, TYP. SEE U�,-_.__._4_,.—_._____n__,_.._ PLUMBING DRAWINGS FOR FURTHER DETAILS. M. OCT 2, 9 2015 SOUTH BUILDING ELEVATION ,5�q,it1)00Town SEA ==Arps SCALE PROJECT NO. SCALE: 1/8" = 1'-0" i,:..---� Nanning D.Qar`r 1-4. ��l �( s AS NOTED VER0798 �� , :-12? e4- .1'` DRAWN BY DRAWING NO. Vti( # ;, . ..1 fi .. fr GS ti.i :::: ' KED B JHF '4$1�Q „i• Ot9j .�4� \OFES` {O�� 7/15/14 I S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 PLUMBING SPECIFICATIONS M/E/P ENGINEER: A. GENERAL: $. SPECIAL CONDITIONS 1. THE CONTRACTOR SHALL PROVIDE AND INSTALL A 1 SUBSTITUTIONS SYMBOL LIST: CB BREEN ASSOCIATES, P.C. COMPLETE AND OPERATING SYSTEM INCLUDING ALL A. DUE TO THE NATURE OF THIS SYSTEM AND OTHER SIMILAR SYSTEMS IN USE BY LABOR, MATERIALS AND EQUIPMENT NECESSARY AS INDICATED THE OWNER, THE CONTRACTOR SHALL PROVIDE THE SYSTEMS AS SPECIFIED. ON DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS. SUBSTITUTIONS SHALL NOT BE CONSIDERED AT THIS TIME UNLESS DIRECTED BY OWNER. -1'5� 46 RIVERSIDE AVENUE TEL 203-866-1471 WESTPORT. CT 06880 2. THE CONTRACTOR SHALL PERFORM ALL CUTTING, 2 SCHEDULING ____1-111_1- III- UNION VALVE DEMOUSHING, REMOVAL, DISPOSAL, PATCHING, SEALING, RESTORATION, AND ALL ELSE REQUIRED TO COMPLETE THE A. ALL WORK WITHIN LIVE ELECTRIAL PANELS SHALL OCCUR DURING a-)--e PIPE DROP HOURS ACCEPTABLE TO THE BUILDING OWNER MECHANICAL INSTALLATION. t--O PIPE RISE B. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ANY SYSTEM 3. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE SHUT-DOWNS WITH OWNER, AND AFFECTED TENANTS. ALL SHUT-DOWNSCLIENT: LOCAL EULDO40 CODE AND ALL OFFER AOMORI= TO BE PERFORMED AFTER HOURS. THERE SHALL BE NO EXTRA COST SUBMITTED BY THIS EC PUSH BUTTON SWITCH CONTRACTOR FOR WORK PERFORMED AFTER HOURS. AFTER HOURS WORK SHALL HAVING JURISDICTION. BE INCLUDED IN THE BASE BID. 4. THIS CONTRACTOR SHALL PAY ALL FEES AND TAXES, OBTAIN C. ATTEND WEEKLY MEETING, ISSUE MINUTES OF THE MEETING WITH THE ‘\li ALL PERMITS AND APPROVALS, FILE THE REQUIRED DOCUMENTS APPROPRIATE ACTION ITEMS AND DATES. AND CAUSE ALL INSPECTIONS. D. INTERFACE WITH OWNER AND ALL OF THEIR CONTRACTORS, VENDORS AND E&A FIRMS. 5. SHOP DRAWINGS OF THE FOLLOWING SHALL BE SUBMITTED E. KEEP OUR MANAGER OR SITE TECHNICIAN INFORMED OF ALL PLANNED ACTIVITIES, BEFORE THE DATE, GAS PIPING GENERAL NOTES rj TO THE OWNER'S PROJECT REPRESENTATIVE FOR APPROVAL VPREFERABLY 5 DAYS AT THE VERY LEAST. PRIOR TO INSTALLATION: F. TWO DAYS ADVANCE NOTIFICATION OF ALL DELIVERIES TO THE SITE, SEVEN (7) DAYS ADVANCE 0 !uiJ'vv'ireless 1. GAS PIPING HAS BEEN DESIGNED AND SHALL BE INSTALLED NOTIFICATION OF SHUT DOWNS. IN ACCORDANCE WITH THE NEW YORK STATE CONSTRUCTION CODE A. LAYOUT OF ALL EQUIPMENT. AND IN ACCORDANCE TO NFPA 54. B. DIMENSIONED AND DETAILED PIPING LAYOUT. G. ATTEND A PRE-CONSTRUCTION MEETING TO BE HELD AT THE 4 CENTEROCK C. MANUFACTURER'S SPECIFICATIONS OF ALL JOB SITE OR IN THE AREA WHERE THE INSTALLATION WILL TAKE PLACE. 2. PIPE SIZING IS BASED ON AE. MAXIMUMPI402.4PE ROAD IN THE WEST NYACK, NEW YORK 10994 EQUIPMENT SPECIFIED. NYS FUEL GAS LENGTH DETAILED CONTROL WIRING DIAGRAMS 3 WORK PREP OF 200 FT. HAS BEEN USED FOR THIS DESIGN. 3. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE 6. ALL PIPE HANGERS SHALL BE ATTACHED TO THE BUILDING STRUCTURE. A. PRIOR TO THE START OF THE PROJECT, ALL WORKERS WILL BE BRIEFED ON THESE SAFETY WITH MALLEABLE IRON FITTINGS. WHERE GAS PIPING CONNECTS PROVIDE TRAPEZE SUPPORTS AS REQUIRED. REQUIREMENTS AND PROVIDED WITH A REVIEW OF THE METHOD OF PROCEDURE. TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG B. INSURE AVAILABILITY AND ACCESSIBILITY OF ON-SITE FIRE EXTINGUISHERS, SAFETY EQUIPMENT BOARDS THE FULL SIZE OF THE SUPPLY PIPE, A 100 SHUT-OFF GAS AND FIRST AID STATIONS. COCK AND A UNION. ALL OUTSIDE GAS PIPING SHALL BE 7. AS-BUILT DOCUMENTS - GALVANIZED STEEL PIPE. DRAWINGS SHOWING ALL PIPING, CONTROLS AND C. ALL CONNECTIONS, TESTS MEASUREMENTS AND ADJUSTMENTS SHALL BE DIRECTLY WITNESSED BY A OWNER APPROVED PROJECT SUPERVISOR. 4. GAS PIPING HANGERS AND SUPPORTS SHALL CONFORM TO THE EQUIPMENT SHALL BE SUBMITTED TO THE ENGINEER AT THE REQUIREMENTS OF "STANDARD PRACTICE FOR PIPE HANGERS COMPLETION OF THE WORK IN AUTOCAD 2000 FORMAT. AND SUPPORTS- MATERIALS, DESIGN AND MANUFACTURE: 4 START UP OF SYSTEMS ANSI/MSS SP-58. ALL PIPE SHALL BE SUPPORTED FROM THE 8. THE DIGGING OF HANGERS„ CHOPPING, CORE DRILLING, BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER . A. PRIOR TO START-UP OF THE SYSTEMS, THE CONTRACTOR SHALL CHECK ALL WORK IN OTHER TENANT SPACES OR OCCUPIED AREAS, WORK COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL CONNECTIONS. 5. COMBUSTION AIR AND VENTILATION REQUIREMENTS SHALL BE CREATING FUMES ETC. OR WORK DEEMED BY THE OWNER TO BE A AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING PROVIDED IN ACCORDANCE TO NFPA 54- SEC 5.3 AND THE BOCA NUISANCE TO OTHER TENANTS SHALL BE DONE AFTER WORKING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE ANAL NATIONAL MECHANICAL CODE. ADJUSTMENTS AS NECESSARY. 6. GAS SUPPLY PRESSURE = 5 INCHES WATER GAUGE (0.18 PSIG). HOURS AT NO ADDITIONAL COST. B. FACTORY REP TO BE ONSITE TO COMMISSION SYSTEM. VERIFY WITH LOCAL GAS UTILITY IN THE FIELD PRIOR TO INSTALLATION. 9. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS AND 7. PORTIONS OF A GAS PIPING SYSTEM INSTALLED IN CONCEALED FLOORS SHALL BE FIRE STOPPED WITH 3M FIRESTOPPING5 OPERATION AND MAINTENANCE INSTRUCTIONS LOCATIONS SHALL NOT HAVE UNIONS, TUBE FITTINGS OR -.. MATERIAL. PROVIDE PIPE SLEEVES FOR RUNNING THREADS. NO GAS VALVES SHALL BE INSTALLED IN ALL PENETRATIONS, SEALED WITH AN APPROVED FIRESTOP. A. SUBMIT TO THE ENGINEER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND ABOVE CEILING LOCATIONS. APPROVED BY OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM IN APPROVED F 10. THIS CONTRACTOR TO FURNISH A ONE YEAR GUARANTEE ON DIAGRAMS,AGNG MAINTENANCE COPIESINSTRUCTIONS,MANUFACTURERSOPERATING CATALOG SHEETS, WIRING OPERATING INSTRUCTIONS, AND PARTS LISTS; 8. ALL GAS VENTS FROM PRESSURE RELIEF OR PRESSURE M PARTS AND LABOR ON INSTALLATION FROM THE DATE OF OWNER REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. UMITING DEVICES SHALL BE PIPED THE FULL OUTLET SIZE AND PLANNING BOARD ACCEPTANCE AND A FIVE YEAR COMPRESSOR WARRANTY WHERE CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATION SHALL BE FITTED WITH AN AGA APPROVED FITTING WITH INSECT AND RE-START TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. SCREEN. PROVIDE CAULKING OR PROPER FLASHING AT VENTS. TOWN OF SOUTHOLD AVAILABLE. 9. BRANCH OUTLET PIPES SHALL BE TAKEN FROM THE TOP OR B. DOCUMENTATION/TRAINING - CONTRACTOR SHALL FURNISH A COMPLETE SET OF MANUALS 3-RING SIDES OF THE HORIZONTAL LINES AND NOT THE BOTTOM. DATE n 11. CONTRACTOR TO FURNISH ALL NECESSARY CONTROLS, BINDER (3 COPIES) OF DRAWINGS AND A DETAILED DESCRIPTION OF THE OPERATION OF THE PLANT. M�1 STARTERS, PUMPS, MOTORS, PANELS AND RELAYS, ETC. FOR A THE WRITING SHALL BE IN THE FORMAT SO THAT A FIELD PERSON CAN UNDERSTAND AND RELATE TO FULLY FUNCTIONING SYSTEM. FUNCTIONAL SEPARATE DEVICE, INDICATING LIGHTS, METERS, CIRCUIT BREAKERS ETC. THIS SHOULD BE A 10. USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED `'` �� FUNCTIONAL WRITE-UP NOT AN ENGINEERING DOCUMENT. TRAINING SHALL INCLUDE A COMPLETE TOGETHER. WALK-THRU IDENTIFYING EACH AND EVERY COMPONENT, INSTRUCT ON HOW TO IDENTIFY PROPER OPERATING 12. PROVIDE BAKOUTE LABELS TO IDENTIFY ALL NEW EQUIPMENT. CONDITIONS, AND PERFORM A VISUAL INSPECTION ON WHAT TO LOOK FOR TO PREVENT PROBLEMS. * TESTING: INSPECT, TEST AND PURGE THE GAS PIPING SYSTEM IN DO NOT INCLUDE TROUBLESHOOTING. TRAIN THE PERSONNEL ON OPERATION OF THE FUEL SYSTEM AND - ACCORDANCE TO NFPA 54 - PART 4 AND ALL LOCAL REQUIRE- THE GENERATOR UNDER VARYING CONDITIONS. 13. ALL REQUIRED SHUTDOWNS OF BASE BUILDING SYSTEMS FOR MEETS. MINIMUM REQUIREMENTS SHALL BE 5 PSIG FOR A PERIOD OF 2 HOURS. CONNECTION OF TENANT SYSTEMS MUST BE PRIOR APPROVED AND COORDINATED WITH THE BUILDING MANAGER. THIS CONTRACTOR SHALL C. MATERIALS ASSUME ALL FEES REQUIRED BY THE OWNER TO ARRANGE AND , 1 PIPING AND ACCESSORIES SUPERVISE THE SHUTDOWNS. 14. THE CONTRACTOR SHALL VISIT THE SITES OF WORK AND BECOME THOROUGHLY FAMILIAR WITH ALL A. GAS PIPING AND SPECIALTIES CONDITIONS AND LIMITATIONS. 15. VERIFY ALL CONDITIONS, ALL NEW DUCTWORK, PIPING AND EQUIPMENT TO BE COORDINATED WITH 1. PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE EXISTING DUCTWORK, PIPING AND EXISTING CONDITIONS. ASHRAE GUIDE AND GENERALLY ACCEPTED INDUSTRY STANDARDS. 16. ALL EXISTING EQUIPMENT, PIPING AND CONDITIONS AS INDICATED ARE APPROXIMATE AND EXACT CONDITIONS MUST BE VERIFIED IN FIELD. 2. ALL PIPING TO BE SUPPORTED FROM THE BUILDING STRUCTURE WITH GRINNELL HANGERS. 17. ALL WORK SHALL CONFORM TO BASE BUILDING STANDARDS. 3. ALL PIPING SCHEDULED TO BE REMOVED OUTSIDE OF THE DESIGNED 18. THE CONTRACTOR TO COORDINATE WITH THE BASE BUILDING MANAGEMENT AS TO THE PREMISES IS TO BE ARRANGED FOR IN ADVANCE WITH THE LANDLORD. DELIVERY OF EQUIPMENT AND SCHEDULING OF WORK AS NOT TO INTERFERE WITH THE OPERATION TENANT CONTRACTOR IS RESPONSIBLE TO RESTORE ALL DAMAGE AND OF THE OCCUPIED FACILITIES. ALL SHUTDOWNS OF THE EXISTING BUILDING SYSTEMS FINISHES IN OTHER TENANT SPACES AND CLEANUP. PIPING MUST BE OR WORK OUTSIDE OF THIE DEMISING AREA SHALL BE STRICTLY COORDINATED WITH THE BUILDING IDENTIFIED WITH TENANT NAME AND SERVICE. THIS CAN BE VIA PLASTIC OR ENGRAVED TAGS. MANAGEMENT PRIOR TO BIDDING. 19. ALL POWER AND UNE VOLTAGE WIRING TO BE DONE BY ELECTRICAL CONTRACTOR 4. ALL NEW PIPING SHALL BE LABELED AND IDENTIFIED USING PIPE MARKING 3 ISSUED FOR BUILDING PERMIT 4/15/15 BASED UPON DIAGRAMS FURNISHED BY MECHANICAL CONTRACTOR. SYSTEMS AS MANUFACTURED BY BRADY, OR APPROVED EQUAL AND SHALL MEET THE REQUIREMENTS OF ANSI A13.1-1981 STANDARD. YELLOW BAND WITH 20 MATERIAL AND WORKMANSHIP BLACK MARKING 2 ISSUED FOR CONSTRUCTION 8/4/14 ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL 5. PROVIDE 1 1/2" DIAMETER SOLID BRASS VALVE TAGS WITH 1/4" CHARACTERS. MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE TAGS SHALL BE AS MANUFACTURED BY HANSON COMPANY OR APPROVED 1 ISSUED FOR REVIEW 7/21/14 MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABUSH QUALITY, SIZE EQUAL AND SHALL MEET THE REQUIREMENTS OF A13.1-1981-3.4. AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT 6. NEW EXTERIOR AND EXPOSED INTERIOR GAS PIPING TO BE PAINTED WITH TWO COATS No. ISSUE OR REVISION DATE SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND OF OIL-BASED ENAMEL, COLOR AS DIRECTED BY OWNER. RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE No use, reproduction dissemination be made drawing PERFORMANCE OF THE WORK SHALL BE FURNISHED BY THIS CONTRACTOR. 7 NATURAL GAS PIPING AND FITTINGS and set ororth dissemination the mayprior writtendof this drawing MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, and theal concepts forth th I ht c 2015 of AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. A. INTERIOR GAS PIPING SHALL BE Consulting Pyr 9 O SCH. 40 BLACK CARBON STEEL, ASTM A53 OR B36.10 21 INSPECTION OF SITE 1. FITTINGS: ASTM B16.3, MALLEABLE IRON, OR ASTM PROJECT THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORKITLE DURING THE BID WALK-THRU OR AS OTHERWISE ARRANGED WITH LOCAL STAFF AND A234/A234M, WROUGHT CARBON STEEL AND ALLOY STEEL BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE WELDING TYPE New York SMSA DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. Limited 2. JOINTS: NFPA 54, THREADED OR WELDED TO ANSI B31 Partnership 22 CLEANING B. CAST IRON BODY 0 WALWORTH 150 d/b/a VERIZON WIRELESS DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE REMOVED FROM THE PREMISES DAILY TO PREVENT ACCUMULATION. THE C. EXTERIOR EXPOSED GAS PIPING SHALL BE HOT-DIPPED GALVANIZED PIPE. SITE: MATTITUCK RELO CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL INSTALL DIELECTRIC FITTINGS BETWEEN CHANGES IN MATERIALS. 1000 PIKE STREET TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A D. EXTERIOR BURIED GAS PIPING SHALL BE SCHEDULE 40, COATED PER CON FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR EDISON SPECIFICATION G-8062, AND JOINTS COATED PER SPEC G-8209. MATTITUCK, NY 11952 SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL PIPING SHALL BE BURIED BETWEEN 24 AND 36" WITH "WARNING-BURIED CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED GAS LINES BELOW" TAPE 12" ABOVE PIPE. BACKFILL SHALL BE IN FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO ACCORDANCE WITH CON ED SPEC EO-1181. DRAWING TITLE THEIR ORIGINAL CONDITION. ALL STEEL UNDERGROUND PIPE TO HAVE ELECTRICAL BONDING ACROSS ALL 23 DIMENSIONS AND LAYOUTS COMPRESSION COUPLINGS AND FITTINGS PER CON ED SPECIFICATIONS EO-4718 AND EO-4134. MAGNESEUM ANODES SHALL BE ATTACHED TO THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF THE STEEL PIPE USING THE THERMIT WELD PROCESS PER CON EDISON PLUMBING THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO DRAWING EO-14134. ONE ANODE FOR EACH 100 FT OR LESS. BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE SPECIFICATIONS TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB GAS PIPING ENTERING THE BUILDING SHALL BE INSTALLED THROUGH WALL MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY SLEEVES IN ACCORDANCE WITH CON EDISON EO-16629 OR EO-4890. REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. SEAL `-_ :__ SCALE PROJECT NO. ,; ,., °� H",= AS NOTED VER0798 (� (� 'Gj ]P ,, -, DRAWN BY DRAWING NO. l5 ,_- , CBB F 1_ :_3 S� r P u CHECKED BY OCT 2 9 2015 ��,` - ,. CBB P- ho \GI ',tl 0 B (<,.. DATE Southold Town -Pt7/16/14 Pl/r1RInct Rnirr e S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL: 203.740.7578 FAX: 203.775.5670 1 M/E/P ENGINEER: \1 or CB BREEN ASSOCIATES P.C. ��'` L— --�'� i simmemisamenriims 46 RIVERSIDE AVENUE WESTPORT, CT 06880 TEL 203-866-1471 L------ MEN'S RADIO ROOM ROOM WOMEN'S 1 i - __._ ROOMI -1 1 1 L ----- ! -_-==_-_-_--_-R--- CLIENT: - ___________ DTOILET I FL EC,p _- STORAGE ‘\4 \e - u 1v�L.-__L_____L___\ Hi 1 T i 1 - = EXISTING GAS METER, TYP. -'° IIN3Eg. i7E=wireless - -I / 4 CENTEROCK ROAD .. �--- - WEST NYACK, NEW YORK 10994 - I GENERA TOR j ROOM 0 TRAINING ROOM i - '•®i �` / EXISTING CONCRETE APRON 0 LI,1. / • i v -NEW GAS METER L____.( CONNECT NEW 2" GAS PIPING TO A , I 1 EXISTING MAIN .� AHEAD OF EXISTING METERS. �I _ /� (---1 CONTINUED ON ( " - -- GROUND FLOOR � - _\ L� PLUMBING PLAN GAS PIPE SUPPORTED OFF ROOF ONI__.t..._lI NON-PENETRATING ROOF SUPPORTS i NEW GAS PIPING RUNNING ALONG 1 I Il \_-- \ I BUILDING FACE BETWEEN 1ST AND 2ND ..,/ APPROVED BY ,i -. FLOOR WINDOWS AND PAINTED TO I fMATCH.._.._BUILDING FACADE. PLANNING BOARD C\ CONTINUED ON ------.....---......._.._......_.....____ - ____ /� 4, TOWN OF SOUTHOLD 1 a ROOF PLAN __._.__...._.._.._....__.._....__i ��� �� DATEiI 1 I STORAGE STORAGE q----T- ) \'' CHIEF'S OFFICE I _.____ 11 aacA�`CLQ 1 1 i GENERATOR WITH 'i — -- ... ...... ..... - +- .._.__......_...- — ._.. a__ ---- - - ____.--- . _ }_ _ — SOUND • - ANDVJ$RATI ISOLATION PR S \ r \\ = _ \ . - , -,J [ ; , _ 7 f... \`\ \\\\ /// i..__ GAS PIPE UP INTO BOTTOM 1== \ I.. 1 = OF GENERATOR ENCLOSURE. "., t t �/ \\ // \\ 1....._....._........' . 't<0 `' r1r ___:_ / \ \ / \ QA 1 4 GENERAL REVISIONS 7/17/15 �� — — Il T 3 ISSUED FOR BUILDING PERMIT 4/15/15 N ' APPARATUS BAY �\� ,// ___ `_..,._.......__i 2 ISSUED FOR CONSTRUCTION 8/4/14 / `` ` 1 ISSUED FOR REVIEW 7/21/14 / \\ / I / ```\� /'/ `�� (___� X _ S _ ] Na ISSUE OR REVISION DATE / \ ' ��Af'v A - \ ���� / No use, reproduction or dissemination may be made of this drawing �/ `�\\\ //' �\\ and the concepts set forth without the prior written consent of / \ // \ ' _.� (I ,((_ .._ Structural Consulting Services, P.C. Copyright®2015 / \ o n \\ /' \\ PROJECT TITLE i New York SMSA ``� �' - -- - Limited Partnership L_______________I i__----_.__.-1 I r—z....__...--- ......._..._..._....._...._........n....._...1` ------- d/b/a VERIZON WIRELESS SITE: MATTITUCK RELO TN 1000 PIKE STREET MATTITUCK, NY 11952 M\l DRAWING TITLE .el 1,51/2° PLUMBING GROUND FLOOR & ROOF PLANS GRAPHIC SCALE GRAPHIC SCALE 8'-0' 0 4'-0' 8'-0' 16'-0' 8'-0' 0 4'-0' 8'-0' 16'-0' 01110111.11 O_>0 SEA „1":.? SCALE PROJECT NO. IMO AM Act' `,. l'.,-)"\. AS NOTED VER0798 MAIN GARAGE ROOF PLUMBING PLAN D E C ETE "'" /, ���° -,�- �'� 1_ .\ DRAWN BY DRAWING NO. GROUND FLOOR PLUMBING PLAN CO .� _ k '\ CBB 0 SCALE: 1/8 - 1 -0 , �� a SCALE: 1/8 = 1 -0 - ' OCT 2 2015 -°� 1 \' �- .,,/- iv ', CHECKED BY A 2� 1 4 i CBB Southold Town P21O Planning Board O, 7 �"y_3. DATE \ E'sSSt � 7/16/14 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 COP TEL: 203.740.7578 FAX: 203.775.5670 • STEEL CONDUIT PIPE CLAMP OR PIPE PIPING/CONDUITS W/ GALVANIZED CLAMPS AND FASTENERS M/E/P ENGINEER: SEE ROOF PLAN FOR QUANTITY FLOOR CLAMP —_ 3M FIRE BARRIER umfrgimmorma / LENTH GAS REQUIRED FBE SQUANTITY 6'–O" O.C. CB BREEN ASSOCIATES, P.C. P 25WB+ CAULK p. X;; I de , (-el pj %-11 CAREY TREAD BY CELOTEX SET IN ROOF CEMENT. • –L a_ _Vie,__ „i.. CLEAN EXISTING ROOFING SURFACE PRIOR TO INSTALLATION. 46 RIVERSIDE AVENUE TEL 203-866-1471 .. ‘, Y Y Y Y Y Y WESTPORT, CT 06880 C • EXISTING ROOF • N CLIENT: ' Im n• . '' • • . PIPING/CONDUIT SUPPORT DETAIL •p • RI• N.T.S. \ 1 ' MINERAL WOOL PACKING \\II. – CONCRETE FL❑❑ • • • . • . ' r ' '•. . . . •'• • OR WALL • UL SYSTEM NUMBER ' B.S.A. # 469-74–SM . . � ■rQ Qcc —� F-A-1011 / P 1000 GALVANIZED UNISTRUT CHANNEL • • ��. EXPANSION BOLT �11 VI es SPACED AS PER CODE REQUIREMENTS. '�' GENERATOR: KOHLER ^^^^- COAT BACK WITH BITUMINUS PAINT. j POWER SYSTEMS MODEL 1 OR 2 HOUR RATED 1/4" SAMAC NALIN GALVANIZED ANCHOR 50REZGB SUPPLIED BY 4 CENTEROCK ROAD 3M FIRE BARRIER CP-25WB+ • W/1" IMBEDMENT OR APPROVED EQUAL. I THREADED ROD VERIZON WIRELESS, WEST NYACK, NEW YORK 10994 WALL ASSEMBLY MAX. 1t/' ANNULAR OPENING. USE GALVANIZED WASHERS IF REQUIRED. INSTALLED BY COMPLETELY FILL SPACE BETWEEN CONTRACTOR. .II 111 PIPE AND SHEETROCK WITH Ai/' BEAD AROUND PERIMETER EGRESS \�Y UNISTRUT P2000 SERIES iii CONTRACTOR SHALL 4 ��-, GALVANIZED PIPE CLAMP ' OBTAIN FULL SPECIFICATIONS FROM till �� -71. ,i� Imill , IVERIZON WIRELESS .+.� � - PRIOR TO BID. PIPE L%.1.1,1r� CONTRACTOR SHALL CONTACT KOHLER REPRESENTATIVES FOR START–UP SERVICES: LYNVERTICAL PIPE SUPPORT DETAIL 698N1355EN (920) CLEVIS HANGER . N.T.S. WI SADDLE - - STEEL CONDUIT OR LUBRICATED PIPEII II PIPE HANGING DETAIL PLUG VALVE N.T.S. I NEW 50 KW — ^µ_ '?.P �•VED BY UL SYSTEM W-L-1001 GENERATOR --•IR7I•-E— _ EIRESTOP DETAILS - 744 MBTU - PLM HOARD u MAIN ROOF LEVEL CONSULT UNDERWRITERS LABIORAT❑RIES 'FIRE RESISTANCE DIRECTORY' FOR DETAILS •TOWN. U.THOLD DATE /v.., //' r - 2" GAS UP EXTERIOR WALL r 8 7 6 5 1 4 3 2 , SUGGESTED BATTERY SUGGESTED BLOCK HVATER HATH? i CHARGER (=milt LecArto1S r COIPUiT LOCATit1N (OPTIONAL! BATTERY RACK L.00A'fION-A (CP1IONALI k SUGGESTED LOCATION FOR FUEL I ' iIF'INTIIPTL(MALE)rU£L LINE: CO(.DUIT ENTRY AREA FOR GENERATOR— !! LOAD LEADS (BOTTOM ENTRY) y / THIRD FLOOR LEVEL DICIRCUIT BREAKER OPTION, REMOTE D CONNECTION TO TRANTEER SWITCH ; _ AND REMOTE ANNUNCIATOR. i . ;" C, yY� ( ivoDEL ALTERNATOR WEIGHT MU; w ;� — r.- /j , „a 1.50/f�a.... _...al>t1Tx ._.._.._......_81 ;G (1 92 LBS 1 i., 75 ; `" 150/G0 4('141 _L'ti9 i S STRUCTURAL II. ALL BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR C CONSULTING DIVISION 16 — ELECTRICAL NOTES: INSTALLED IN THE BRANCH CIRCUIT RACEWAY, SIZED IN ACCORDANCE WITH NEC 1 — GENERAL REQUIREMENTS 17 — CONDUIT TABLE 250-95. NOTE: S SERVICES, P.C. ALL CONDUIT SHALL BE RUN CONCEALED EXCEPT WHERE OTHERWISE NOTED. ALL THIS GENERATOR IS NOT FOR LIFE SAFETY ALLOREQUIREMENTSSUNDER DIVISION ONE AND BEEE GENERALPAND SUPPLEMENTARY CONDUIT RUN EXPOSED TO WEATHER, OR OTHER HAZARDOUS CONDITIONS SHALL BE J. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2%. OR LIFE SUPPORT PURPOSES. CONDITIONS O OF SHALL BE SPECIFICATIONS SHALL A PART OF Y FAMILIAR SECTION. THE RIGID GALV. PAINTED STEEL ALL OTHER CONDUIT MAY BE E.M.T. W/COMPRESSION FITTINGS WHERE 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 CONTRACTOR RESPONSIBLE TO BECOME THOROUGHLY WITH ALL ITS CONTENTS AS TO REQUIREMENTS WHICH AFFECT THIS DIVISION. THE WORK REQUIRED APPROVED BY LOCAL CODE. FINAL CONNECTION TO EACH MOTOR TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION, K. HOMERUNS AND BRANCH CIRCUIT WIRING FOR 277V OR 120V LOADS FOR THIS GENERATOR TEL:203.740.7578 FAX:203.775.5670 UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR VIBRATION OR NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT. WHERE FLEXIBLE METAL CIRCUITS SHALL BE AS FOLLOWED: ARE COMPRISED OF DATACENTER REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND EQUIPMENT, DATACENTER COOLING, SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH CONDUIT IS EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, LIQUID—TIGHT FLEXIBLE METAL LENGTH — FT HOMERUN WIRE SIZE CIRCUIT WIRE SIZE AND DATACENTER LIGHTING. SYSTEMS FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE PROVIDED WITH AN M/E/P ENGINEER: INSULATED GROUND WIRE. 0-50 #12 #12 2 — INSPECTION OF SITE 51-100 #10 #12 THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND 101-150 #8 #10 CB BREEN ASSOCIATES, P.C. BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE 18 — CONDUIT INSTALLATION DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO A. ALL WIRING SHALL BE RUN IN CONDUIT, EXPOSED AND CONCEALED INSTALLATION. 22 — JUNCTION BOXES. PULL BOXES. CABINETS AND WIREWAYS REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. B. CONDUIT SHALL BE CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE. PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER 3 — MATERIAL AND WORKMANSHIPNECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING ALL CONDUIT RUNS ARE PARALLEL IN SPACE. 46 RIVERSIDE AVENUE TEL 203-866-1471 ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL TO THE NATIONAL ELECTRICAL CODE AND WHERE INDICATED ON THE DRAWINGS. SIZE MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE C. CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL WESTPORT, CT 06880 MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. CONDUIT SHALL BE ELECTRICAL CODE, WHICHEVER IS LARGEST. CONSTRUCTION SHALL BE OF A NEMA AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED INSTALLED TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT STEEL, ETC. CONDUIT SET IN FORMS FOR CONCRETE STRUCTURE SHALL BE SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND INSTALLED IN SUCH A MANNER THAT INSTALLATION WILL NOT AFFECT THE 23 — OUTLET BOXES RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STRENGTH OF THE STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE ALL OUTLETS INCLUDING LIGHT, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS, SHALL BE SYMBOLS LEGEND STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE ARCHITECT, NO CONDUIT SHALL BE RUN IN A SLAB ON GRADE. CONDUIT SHALL BE NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO OR APPROVED EQUAL GALVANIZED CLIENT: PERFORMANCE OF THE ELECTRICAL WORK SHALL BE FURNISHED BY THIS CONTRACTOR. LOCATED IN GRANULAR FILL BELOW SLABS—ON GRADE. STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. ALL MATERIALS D. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. ALL OUTLET BOXES cp DUPLEX OUTLET SHALL BE CONNECTICUT APPROVED. OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS SHALL BE SET IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO AS TO BE FLUSH WITH THE 4 — COORDINATION AND NOT MORE THAN THE EQUIVALENT OF FOUR 90 BENDS BETWEEN FINISHED SURFACE AND BE ACCURATELY SET AND RIGIDLY SECURED IN POSITION. (bGFI GROUND FAULT CIRCUIT INTERRUPT OUTLET THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS AND CONNECTIONS. BENDS SHALL BE SMOOTH AND EVEN AND SHALL BE MADE PROVIDE PLASTER RINGS, EXTENSION RINGS AND MASONARY RINGS AS REQUIRED FOR SUBCONTRACTORS SO THAT VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS WILL WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL RADIUS OF BENDS SHALL FLUSH MOUNTING. 0 JUNCTION BOX \\I — BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING T THERMAL OVERLOAD SWITCH PROPER SERVICE ACCESS TO ALL EQUIPMENT. THE CONTRACTOR SHALL REFER TO TRADE ELBOW. LONG RADIUS ELBOWS SHALL BE USED WHERE NECESSARY. 24 — EQUIPMENT IDENTIFICATION ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND TO RELEVANT THIS CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION $ MECHANICAL TIMER LIGHT SWITCH 15 EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. THE E. CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH APPROVED STRAPS, NAMEPLATES ON ALL PANELBOARDS, TIMESWITCHES, ETC., INCLUDING SWITCHES IN INTERMATIC MODEL FF60 MHC MECHANICAL TIMER, .77a7 ;° CONTRACTOR SHALL MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND HANGERS AND STEEL SUPPORTS AS REQUIRED. SINGLE CONDUITS FOR FEEDERS DISTRIBUTION PANELS, OUTLETS, PHONE/DATA & LIGHT SWITCHES: 60MIN MAX, WITH HOLD FEATURE. OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING CONDUIT IN THE NAMEPLATES SHALL BE ENGRAVED PHENOLIC PLASTIC, AND PC1/430 wireless SHALL BE HUNG WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND PROVIDE HUBBELL POLYCARBONATE WEATHERPROOF MANNER ANTICIPATED IN THE DESIGN. THE CONTRACTOR SHALL PROVIDE MATERIALS TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN SHALL BE FIRMLY ATTACHED TO THE EQUIPMENT. NAMEPLATES SHALL CLEARLY COVER #WP26MP. INNWIMIL WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES CONSTRUCTION ABOVE. GROUPS OF HORIZONTAL FEEDER CONDUITS SHALL BE IDENTIFY EACH ITEM AND WHAT IT CONTROLS. ACTUALLY INSTALLED. CLAMPED TO UNISTRUT STEEL CHANNELS AND SUSPENDED FROM INSERTS4 CENTEROCK ROAD (M) SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. VERTICAL FEEDER 25 — ELECTRICAL SERVICE ELECTRICAL MOTOR WEST NYACK, NEW YORK 10994 5 — DIMENSIONS AND LAYOUTS CONDUITS SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL MEMBERS SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, ETC. THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF ATTACHED TO STRUCTURE. CABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT FUSED DISCONNECT SWITCH THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO OF VERTICAL FEEDERS WHERE REQUIRED. CONDUIT SUPPORTS SHALL BE ADDED 26 — GROUNDING BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE WITHIN 12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPORTED THE ELECTRICAL SERVICE, ALL EQUIPMENT, CONDUCTORS, CONDUITS, MOTOR TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB FROM SUSPENDED CEILING COMPONENTS. FRAMES, ETC. IN THIS CONTRACT WHICH REQUIRE GROUNDING SHALL BE PERMANENTLY Q NON—FUSED DISCONNECT SWITCH MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY AND EFFECTIVELY GROUNDED BY THIS CONTRACTOR IN A THOROUGH AND EFFICIENT REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE MANNER IN CONFORMANCE TO THE ELECTRICAL CODE AND/OR NATIONAL ELECTRICAL CODE, F. CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLATION AND ALL CONDUIT FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION AND KEPT CLEAN AFTER WHICH EVER IS MORE STRINGENT. EP ELECTRICAL PANEL (RECESSED MT'D) INSPECTION. INSTALLATION. OPENINGS AND BOXES SHALL BE PLUGGED OR COVERED AS 27 — DISCONNECT SWITCHES REQUIRED TO KEEP CONDUIT CLEAN DURING CONSTRUCTION AND ALL CONDUIT CONTRACTOR SHALL FURNISH AND INSTALL SQUARE D OR 6 — ORDINANCES AND CODES SHALL BE FISHED CLEAR OF OBSTRUCTIONS BEFORE THE PULLING OF WIRES. ALL ----NN HOME RUN TO PANEL CONTRACTOR'S PERFORMANCE, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH GENERAL ELECTRIC FUSED OR NON—FUSED (AS NOTED OR REQUIRED) NEMA HEAVY DUTY CONDUIT SHALL BE OF AMPLE SIZE FOR PULLING OF WIRE AND SHALL NOT BE EXTERNALLY OPERATED SAFETY SWITCHES WHERE NOT FURNISHED WITH THE STARTING 1 LOCAL CONSTRUCTION 0001=S. NATIONAL ELECTRIC GODS SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2" IN SIZE. AND AT ALL OTHER POINTS REQUIRED BY CODE. FUSE HOLDERS SHALL MD PANEL CIRCUIT DESIGNATION EQUIPMENT, AND/OR ALL OTHER APPLICABLE: CODES AND ORDINANCES. CONTRACTOR SHALL COMPLY HAVE CLASS R REJECTION FEATURE. CONSTRUCTION SHALL BE OF A NEMA DESIGN WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS G. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING SUITABLE FOR THE ENVIRONMENT INSTALLED IN. INDOOR NEMA-12, EXTERIOR NEMA-4X AFFECTED BY CONNECTION OF SERVICES. OBTAIN AND PAY FOR ALL PERMITS. CONSTRUCTION. ANY WORK DAMAGED OR MOVED OUT OF LINE AFTER IT, ATLITE MODEL CB6, 120V ROUGHING—IN SHALL BE REPAIRED TO MEET ENGINEER'S APPROVAL WITHOUT 28 — NEW ELECTRIC SERVICE EM NEW YORK CITY APPROVED 7 — SUBSTITUTIONS ADDITIONAL COST TO THE OWNER THIS SPECIFICATION PROVIDES THAT THE BASE BID OF ALL CONTRACTORS SHALL H. CONDUIT TERMINATIONS AT PANELBOARDS AND JUNCTION BOXES SHALL BE 1.) ALL WORK INVOLVING THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH AND CHAIN—SUSPENDED FLUORESCENT INCLUDE THE PRODUCTS SPECIFICALLY NAMED, THE CONTRACTOR BEING PERMITTED TO APPROVED BY THE OWNER. THE CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH LIGHT FIXTURE — LITHONIA SUBMIT IN THE FORM OF ALTERNATES, WITH HIS PROPOSAL, PRODUCTS OF ANY OTHER ALIGNED AND INSTALLED TRUE AND PLUMB. THE ELECTRIC SERVICE MODIFICATIONS. MODEL HL-2-32-120 MANUFACTURERS FOR SIMILAR USE, PROVIDED THE DIFFERENCE IN COST, IF ANY, IS 2.) NOTIFY THIE CLIENT AND OWNER IN WRITING AT LEAST TWO WEEKS IN ADVANCE OF SPECIFIED IN EACH CASE. THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL" I. INSTALL APPROVED EXPANSION FITTINGS WHERE CONDUIT OR EMT PASSES ANY INTERRUPTION OF SERVICE IN THE BUILDING. INFORM THE CLIENT AND OWNER OF SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO THROUGH EXPANSION JOINTS. THE DURATTIONI OF THE SHUTDOWN. ALL WORK INVOLVING A SHUTDOWN SHALL BE APPROVED BY SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. PERFORMED DIURING PREMIUM TIME, AT NO ADDITIONAL COST TO THE CLIENT. 4_ STONROOFTOPCO GSC35NLXL-1 CANOPY FIXTURE J. INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THE 3.) THE CONTIRACTOR SHALL BE RESPONSIBLE FOR FILING THE PROJECT WITH THE 8 — SHOP DRAWINGS CONTRACTOR FOR INSTALLATION OF WIRES OR CABLES BY OTHERS. ADVISORY BOARD OF THE CITY OF NEW YORK. THE CONTRACTOR SHALL BE 120V/50W HPS, VANDAL PROOF PLANNING BOARD SUBMIT FOR APPROVAL SIX SETS OF MANUFACTURERS SHOP DRAWINGS OF ALL MAJOR MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE RESPONSIBLE FOR PREPARATION OF NECESSARY DRAWINGS, FORMS AND ALL ASSOCIATED K. ITEMS OF EQUIPMENT AND ALL ITEMS REQUIRING COORDINATION BETWEENFEES. n DOOR ALARM CONTACTS TOWN OF SOUTHOLD CONTRACTORS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE L. THRU—WIRING OF LIGHT FIXTURES IS NOT PERMITTED. © SMOKE DETECTOR DATE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND ,, ` ,� SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT RELIEVE THE M. ALL INTERIOR EXPOSED CONDUIT SHALL BE FIELD PRIMED AND PAINTED BLACK F? POST LIGHT: LITHONIA OFLR 6LC 120 P BZ r CONTRACTOR FROM RESPONSIBILIITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF COORDINATE WITH OWNER FOR PAINT SPECIFICATIONS. —.- 40A 4f,.^) MEMBERS, OR QUANTITIES, OR OMISSIONS OF COMPONENTS OR FITTINGS, OR FOR 2—HEAD LED FLOOD LIGHT ,' COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. N. ALL EXTERIOR EXPOSED CONDUIT SHALL BE ROB ROY SCHEDULE 40 PVC COATED STEEL CONDUIT. 9 — ADJUSTING. ALIGNING AND TESTING ALL ELECTRICAL EQUIPMENT ON THIS PROJECT FURNISHED UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS SHALL BE ADJUSTED, ALIGNED AND 19 — BUSHINGS AND LOCKNUTS TESTED FOR PROPER OPERATION BY THE ELECTRICAL CONTRACTOR. COMPLETE WIRING WHERE CONDUITS ENTER BOXES, THEY SHALL BE RIGIDLY CLAMPED TO THE BOX BY A SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS. ALL MOTORS SHALL BE VERIFIED FOR BUSHING ON THE INSIDE AND A LOCKNUT ON THE OUTSIDE, AND CONDUIT SHALL ENTER PROPER ROTATION. THE BOX SQUARELY. BUSHINGS AND LOCKNUTS SHALL BE MADE OF GALVANIZED MALLEABLE IRON AND SHALL HAVE SHARP, CLEAN—CUT THREADS. WHERE THIN—WALL 10 — OPERATION AND MAINTENANCE INSTRUCTIONS CONDUIT ENTERS BOX, PROVIDE APPROVED E.M.T. CONNECTORS. USE INSULATED SUBMIT TO THE OWNER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM MOISTURE. INCLUDING APPROVED COPIES OF MANUFACTURERS CATALOG SHEETS, WIRING DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, AND PARTS LISTS, 20 — WIRE REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. ALL WIRE SHALL HAVE COPPER CONDUCTORS, WITH U.L. LABEL, AND 600 VOLT CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM INSULATION. ALL WIRE SHALL BE RUN IN CONDUIT. OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. ALL FEEDER AND BRANCH CIRCUIT WIRE #8 AWG AND LARGER SHALL BE TYPE THWN OR XHHW, BOTH WITH STRANDED CONDUCTORS. ALL WIRE #10 AWG. AND 11 — START UP OF SYSTEMS SMALLER SHALL BE TYPE THWN (WET OR DAMP LOCATIONS OR THHN (DRY PRIOR TO START—UP OF THE ELECTRICAL SYSTEMS, THE CONTRACTOR SHALL CHECK ALL LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SOLID CONDUCTORS. WIRE WITHIN COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL FLUORESCENT FIXTURE CHANNELS SHALL BE TYPE THHN. ALL BRANCH CIRCUIT WIRING SCREWED AND BOLTED CONNECTIONS. ADJUST TAPS ON EACH TRANSFORMER FOR SHALL BE NOT SMALLER THAN #12 AWG WIRE. CONTROL WIRING SHALL HAVE 600V RATED SECONDARY VOLTAGE. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE INSULATION AND BE OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE AND PROPER PHASING. ACCOMPLISHED SPECIFIED FUNCTION. 3 ISSUED FOR BUILDING PERMIT 4/15/15 BALANCE ALL SINGLE PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. REPLACE ALL BURNED—OUT LAMPS. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING 21 — WIRING INSTALLATION 2 ISSUED FOR CONSTRUCTION 8/4/14 FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL A. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES. ADJUSTMENTS AS NECESSARY. ISSUED FOR REVIEW 7/21/14 B. SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY 12 — GUARANTEE CODE BY INSTALLING CABLE SUPPORTERS OR PLUG—TYPE CONDUIT RISER GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE SUPPORTS. No. ISSUEOR REVISION DATE YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED. C. ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR SPLICES. ALL SPLICES OR TAPS SHALL OCCUR IN APPROVED BOXES AND No use, reproduction or dissemination may be made of this drawing ENCLOSURES AND SHALL BE KEPT TO THE MINIMUM REQUIRED, AND SHALL BE and the concepts set forth without the prior written consent of 13 — INSPECTIONS MADE UP WITH APPROVED SOLDERLESS CONNECTORS. ALL SPLICES, TAPS, AND THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND PAYING FORJOINTS SHALL BE INSULATED AS REQUIRED BY CODE. tructural Consulting Services, P.C. Copyright®2015 ALL ELECTRICAL INSPECTIONS. 14 — CLEANING D. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS SHALL BE PROJECT TITLE DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE DESIGNED FOR, PROPERLY SIZED FOR, AND U.L. LISTED FOR THE SPECIFIC REMOVED FROM THE PREMISES AS REQUIRED TO PREVENT ACCUMULATION. THE APPLICATION AND CONDUCTORS INVOLVED, AND SHALL BE INSTALLED IN STRICT New York SMSA CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A MANUFACTURER'S RECOMMENDED TOOLS. Limited Partnership FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL E. WHERE WIRE IS INDICATED TO BE INSTALLED, BUT THE CONNECTION IS INDICATED d/b/a VERIZON WIRELESS CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED "FUTURE" OR "BY OTHERS", CONTRACTOR SHALL LEAVE A MINIMUM OF 3 FEET OF SITE: MATTITUCK RELO FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE THEIR ORIGINAL CONDITION. BOX. 1000 PIKE STREET 15 — CUTTING AND PATCHING F. THE NUMBER OF CURRENT CARRYING CONDUCTORS IN A SPECIFIC CONDUIT RUN ARE MATTITUCK, NY 11952 THIS CONTRACTOR SHALL DO ALL CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS INDICATED WITH CROSS LINES ON EACH "CONDUIT RUN" ON THE DRAWINGS. IN GENERAL, REQUIRED TO INSTALL WORK UNIDER THIS SECTION. CONTRACTOR SHALL OBTAIN DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWING TITLE PERMISSION OF THE OWNER BEFORE DOING ANY CUTTING. ALL HOLES SHALL BE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. CUT AS SMALL AS POSSIBLE. CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS THIS CONTRACTOR SHALL CONTINUE ALL SUCH "HOME RUN" WIRING TO THE REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL BE THOROUGHLY FIRST DESIGNATED PANELBOARD, AS THOUGH "CONDUIT RUNS" WERE INDICATED IN CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. THEIR ENTIRETY. ALL CORE DRILLING SHALL REQUIRE LOCATING REBAR VIA X—RAY. ELECTRICAL G. CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH N.E.C. COLOR CODE SYSTEM. IN LARGER WIRE SIZES WHERE PROPERLY COLORED SPECIFICATIONS 16 — ROUGH—IN INSULATION IS NOT AVAILABLE, THE CONTRACTOR SHALL USE VINYL PLASTIC COORDINATE WITHOUT DELAY ALL ROUGHING—IN WITH GENERAL CONSTRUCTION. ALL ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CABLE AT ALL CONDUIT ROUGH—IN SHALL BE CONCEALED EXCEPT IN UNFINISHED AREAS AND WHERE TERMINATION POINTS, JUNCTION AND PULL BOXES. OTHERWISE SHOWN. H. ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE PROPERLY NUMBERED FOR IDENTIFICATION WITH VINYL STICK—ON MARKERS OR EQUIVALENT.- " � SCALE PROJECT NO. SEAL -° -�, Ib) /�� 33�-H `1�' AS NOTED VER0798 ECE _ VEp OCT 2 2015 4,1:1'��; �`� ' DRAWN BY DRAWING N0. �� •' Inn ki CBB Southold Town 1 c` ° 1 Planning Board , 3 lrg1 r� ,1 ; CHECKED BY y _ &ill () ",� — CBB ®, 8DATE \ .A! -? ,_",,\J„ 7/16/14 1 1 S STRUCTURAL C CONSULTING ( v A I ___________ ----_____ --- S SERVICES, P.C. R L_ L-1 -767 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL: 203.740.7578 FAX: 203.775.5670 — M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. _ 46 RIVERSIDE AVENUE TEL 203-866-1471 ---- WESTPORT, CT 06880 CLIENT: / _---_—._ ///..„. 4,4,,,,4 -_ ___.__, \U''. 77CQIA7IJ wireless 4 CENTEROCK ROAD -----______, —� ________ WEST NYACK, NEW YORK 10994 446.0 Sok Li 1 "if"'l f APPROVED BY - PLANNING BOARD TOWN OF SOUTHOLD DATE JO ,q191 GROUND CONDUIT DOWN TO GROUND ROD AND PAINTED TO MATCH BUILDING FACADE POWER CONDUIT DOWN TELCO AND POWER CONDUIT PAINTED TO MATCH TOMETER BANK AND ALONG FACE OF RETAINING WALL BUILDING FACADE— _ ^----- —• ,/- ED MESA r_ .. —.._. .................................. .... \ SWAN LIPA 1AANSf Mg IT \ A /�� CA6INET (BY OTHERS) ( •iii) — O' 4/ 0 (BY O1NF..RS) 0 ,( L „ PP-1 NEW METER BANK SWITCH FOR EXTERIOR CANOPY I (BY OTHERS) 0 0 o 0 0 LIGHTING FIXTURES AND 2ND TELCO MESA CABINET I. WP GFI RECEPTACLE. ! 1 -. ANDGROUND WITH VZW POWER OUTLETS j —___:_--'— - i AM° -- a novo.= _ t TO BEN SUPPORTED OFFROOFIN __...._............._.._.,.._._.__..__._...._._.........__.. 1 NON-PENETRATING CABLE TRAY (TYP). I 4 GENERAL REVISIONS 7/17/15 r.,4,..,,,I 77 jormill;f MAIN ROOF GROUND BAR UNDER PLATFORM 3 ISSUED FOR BUILDING PERMIT 4/15/15 kll\ks, A __._..____....._._.....___.. i_....... --i �� 2 ISSUED FOR CONSTRUCTION 8/4/14 1 POWER AND CONTROL �_. --- Gil -_ j..__..__...� CONDUIT UP INTO '—®, ; - - I ��_.— . GENERATOR !' �_ Fir< V I pill ( 1 ISSUED FOR REVIEW 7/21/14 ,444144. I - —' 50 KW GENERATOR WITH " ;< I ,, *.. NI' -----1---. SOUND ENCLOSURE AND l NEW CANOPY FIXTURE NaII 0111 ISSUE OR REVISION DATE --- ----------i- ---I-- VIBRATION ISOLATION SPRINGS ..- I (TYPICAL, 4 PLACES) VW wt -�—__ - �` No use, reproduction or dissemination maybe made of this drawing —--.47.=....:.1CABINET \ "` \I CONDUITS AND GROUND TO BE P — - -- PP-1 SUPPORTED OFF ROOF UNDER and the concepts set forth without the prior written consent of i— —r ALPHA PLATFORM STEEL Structural Consulting Services, P.C. Copyright©2015 ( / --" ..) ARGUS PROJECT TITLE I L NEW EQUIPMENT New York SMSA PLATFORM Limited Partnership d/b/a VERIZON WIRELESS ( F X - S - I \ � 0 SITE: LO 1000 PIKE STREET V A N ) MATTITUCK, NY 11952 O A DRAWING TITLE R [__1 L_ - i � _I r__________________ ELECTRICAL PLAN c_ 4NI )' SEAL SCALE PROJECT NO. V —� � ,d N ` ;k AS NOTED VER0798 GRAPHIC SCALE OCT29 2015 .� ���P� H F�ti�% DRAWN BY DRAWING NO. ELECTRICAL PLAN 8"-°" 0 '"-°" 8"-°" '6"-0 OCT CBB 1 = s �� �� I s �. �,, 1 u,, CHECKED BY SCALE: 1/8 1 —0 w Planning Bold ard \ra c �f iY b i . CBBE- L 0 �`� `-, 0 AL v�� DATE ` o rc o0 7/16/14 S STRUCTURAL PANEL PP1 MOUNTING SURFACE TRANSTECTOR NOTE; GENERHLER POWER ASOYSTEMSOMODEL TRANSFER SWITCH: C CONSULTING VOLTAGE 120/208V,30 MAIN C/B 200A AC/TELCO CABINETS THE MANUAL TRANSFER 50REZGB RATING 200A. MLO 208V/30/4W SWITCH IS A BREAK BEFORE SUPPLIED BY VERIZON ASCO MODEL NUMBER S SERVICESP.C. MAKE DEVICE. WIRELESS, INSTALLED 300L4-3-200—C-1-73VB3-11BG-1 CIRCUIT SIZE SIZE BY CONTRACTOR. CIR. DESCRIPTION AMPS AMPS DESCRIPTION CIR. CONTRACTOR SHALL VZW CELL TECHNICIAN WILL TERMINATE ALL 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 N0. POLE POLE NO. CONTRACTOR SHALL CONFIRM FULL ALARMS WITHIN THE PRIMARY MOD CABINET. TEL:203.740.7578 FAX: 203.775.5670 „ 3/4"COBTAIN FULL SPECIFICATIONS FROM SPECIFICATIONS WITH VERIZON WIRELESS THIS CONTRACTOR TO PULL CONDUCTORS. (2) #2, #6N, #6G, 2 C 1 MOD CELL 4.0 100A 20A . MOD RECEPT 2 (2) #12, #12G, NOTE; 3 CIRCUIT 1 I 30A ALPHA ARGUS UPS 4 (2) #10, #10G, 3/4"C VERIZON WIRELESS PRIOR TO BID. M/E/P ENGINEER: THE GENERATOR WILL ONLY PRIOR TO BID. CONNECTIONS TO PRIMARY CELL MOD CABINET (2) #8, #8G, 1"C 5 9712 CABINET 80A 15A SPARE 6 POWER TELECOM EQUPT., ARE TO BE THROUGH CABINET REAR WITH 7 CIRCUIT 1 I 15A SPARE 8 AND IS NOT FOR LIFE 36" LIQUID—TIGHT STEEL FLEXIBLE CONDUIT. SAFETY USE. IT IS NOT AN CB BREEN ASSOCIATES, P.C. 9 SPA 50A 15A SPARE 10 EMERGENCY GENERATOR. 11 I 15A SPARE 12 6 13 SPA 50A 20A SPARE 14 1 PAIRPIIR #GEN:SETGEN CON RROLS OL (2)# 8, #8G, 1"C 46 RIVERSIDE AVENUE TEL 203-866-1471 15 I 20A SPARE 16 3 PAIR FOR GEN SET ALARM WESTPORT. CT 06880 17 SPA 50A 20A SPARE 18 1 PAIR SPARE CONDUCTORS, 1"C ALARM 9712 PRIMARY 19 I — SPACE 20 PP-1 TELCO TERMINAL CABINET CELL MOD CABINET _ " 200A _...,, BLOCK/— (TYPICALNEACH , CABINET) 2"C (2) #12, #12G, 3/4"C 21 LIGHTING & RECEPT. 20A — 22 4 #2/0, #6G, 2"C ( M,CB CLIENT: (2) #12, #12G, 3/4"C 23 GEN SET RECEPT. 20A — 24 N �- ,�,, ! 5 PAIR 16 GA CONDUCTORS " TWO (2) 20A CIRCUITS 50 KW a �' (2) #12, #12G, 3/4"C 25 GEN SET RECEPT. 20A — 26 175A FOR ATS AND GEN SET ALARMS �, B ALPHA (PRIMARY MOD CELL CABINET) GENERATOR TO GEN SET GENEO'ATOR '�� i ARGUS s 27 SPACE — — 28 RECEPTS. FOR HEATER AND GFI ( + (2) 25PR SHIELDED 22 GA, 2 C UPS [iTvss.... ![29 — — 30 CHARGER — 3/4"C — —e� ‘\ - (TYPICAL EACH CABINET) STEEL PLATFORM 31 — — 32 , � r � \ , 33 — — 34 6 35 — — 36 urkTru" ,„1,2, wireless 37 — — TVSS 38 2 1/2" SERVICE FEEDER 2—#12, #12G, 3/4"C 2—#12, #12G, 3/4"C3/4" CONDUIT WITH DRAGLINE ROOF LEVEL TO TELCO BACKBOARD TO TELCO BOX OUTLET 39 — — 40 FOR CELL ALARMS 4 CENTEROCK ROAD 41 — — 42 1" CONDUIT WITH (1) 12—STRAND SINGLE—MODE FIBER WEST NYACK, NEW YORK 10994 TO TELCO MESA SPAN CABINET 1. THESE DRAWINGS INDICATE USE OF THE POWERHOUSE 24 POWER CABINET. 2. ELECTRICAL CONTRACTOR SHALL VERIFY THE TYPE OF POWER CABINET BEING USED WITH CLIENT'S REPRESENTATIVE PRIOR TO BID. 3RD FLOOR LEVEL METER MOI,UL>~ NEMA L5-15R TWIST LOCK RECEPTACLES __ 200A. -cJ APPROVED BY EXISTING 200A. MESA SPAN - M NEW VERIZON WIRELESS PLANNING BOARD CADET 200A. 8 SERVICE FEED 4—#4/0, #6G, 2 1/2"C TOWN OF SOUTHOLD T T 0-0 DATE f go/ y , GROUND LEVEL I L/ i e- ,T.D.1% (^)kaCJi. NEW LIPA APPROVED METER IN EXISTING PAN POWER/COMMUNICATION RISER DIAGRAM NO SCALE NEW SIPP FIBER OPTIC PATCH PANEL AND ENCLOSURE CORNING LANSCAPE #WCH-02P WITH G7 ADAPTOR SUPPLIED AND INSTALLED BY THIS CONTRACTOR. FIBER JUMPER FROM SIPP PANEL TO 7705 ROUTER IN PIPE CLAMP 200A MAIN POWER EQUIPMENT RACK SUPPLIED AND INSTALLED BY THIS CONTRACTOR. PROVIDE PIPING/CONDUITS BREAKER. TERMINATIONS FOR MULTI—MODE FIBER CABLE. SEE ROOF PLAN FOR QUANTITY INTRUSION ALARM 4'X4" PVC SLEEPER CO 6'-0" O.C. I J CONTACT I LENTH AS REQUIRED FOR QUANTITY. 4 GENERAL REVISIONS 7/17/15 0 / 12OV AC POWERED % %N "Oj CAREY TREAD BY CELOTEX SET IN ROOF CEMENT. 3 ISSUED FOR BUILDING PERMIT 4/15/15 TEMPERATURE CLEAN EXISTING ROOFING SURFACE PRIOR TO INSTALLATION. ® FUSED PRIMARY AND FLUORESCENT LAMP C) / REGULATION COOLING r V V V V I 2 ISSUED FOR CONSTRUCTION 8/4114 • SECONDARY INDICATOR SIPP o FAN WITH SNAP DISK ® • ,�e LAMPS MULTI POSITION PANEL THERMAL CUTOFF / 1 ISSUED FOR REVIEW 7/21/14 I I • 'o. 15 AMP GFI TERMINAL BLOCK FOR — EXISTING ROOF • • ® FUSED CONTACTS REMOTE INDICATION 0I No. ISSUE OR REVISION DATE -- — K FOR PURPOSES PIPING/CONDUIT SUPPORT DETAIL POWER/FAILURE N.T.S. No use, reproduction or dissemination may be made of this drawing INDICATORand the concepts set forth without the prior written consent of AC TO TELCO CABINET KRONE BLOCK P/N Structural Consulting Services, P.C. Copyright©2015 • • GROUND LEAD — 6639-1-050-33 42 POSITION LOAD MULTIPOINT PROJECT TITLE GROUND BAR l`� 00000 New York SMSA. CENTER TELCO T-1 00000 . PROTECTION III ❑ ❑ ❑ ❑ ❑ Limited Partnership • PRIMARY AND BACKUP :. d/b/a VERIZON WIRELESS SUPPRESSORS / " v I ` I P 1000 GALVANIZED UNISTRUT CHANNEL SITE: MATTITUCK RELO HEAVY DUTY GROUND SPACED AS PER CODE REQUIREMENTS. EASY ACCESS MOUNTING BAR COAT BACK WITH BITUMINUS PAINT. 1000 PIKE STREET PANEL 1/4"W1" IMBEDMENT IORGALED A VANIZED ANCHOR MATTITUCK, NY 11952 EQUAL. POWER TELCO BOARD USE GALVANIZED WASHERS IF REQUIRED. DRAWING TITLE IN CABINET 1.) CONTRACTOR SHOULD BE RESPONSIBLE TO FURNISH AND INSTALL AC & TELCO SUPPRESSION ��, UNISTRUT P2000 SERIES PIPE CLAMP CABINET. �� ELECTRICAL RISER, iribIZT PANEL SCHEDULE 2.) CABINETS SHALL BE MANUFACTURED BY TRANSTECTOR, MODEL 1 , AND PHONE BOARD #TTOR-200-20423P—NGUB20807. 3.) THE AC CABINET SHALL BE PROVIDED WITH INTEGRAL 240VOLT, 200AMPERE, THREE POLE, FOURr; i WIRE AUTOMATIC TRANSFER SWITCH WITH SOLID NEUTRAL. VERTICAL CONDUIT SUPPORT DETAIL D 1 v SEAL ,, -: .�� SCALE PROJECT NO. N.T.S. r 4�JE10 , [ocT 29 2015 .., ;,z AS NOTED VER0798 POWER AND TELCO CABINETS A.„,,, ,.. '' ��1 � * DRAWN BY DRAWING NO. Southold Town /�� CBB NO SCALE Planning Board I �JA 1' �` U t I W CHECKED BY . � -': CBB E.. 310 ts® r'' � 9 44,'x. DATE �'� °PES .�60 7/16/14 1 n L.zT.. S STRUCTURAL C CONSULTING S SERVICES, P.C. TERMINATE CONDUIT 6" ABOVE TOP OR 6" BELOW © j 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 GROUNDING NOTES BOTTOM OF BUSBAR. 3/8 DIA. TEL:203.740.7578 FAX: 203.775.5670 PROVIDE AND INSTALL *:. GRO1. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. PROVIDE "DO NOT DISCONNECT" TAG FORUA L METALLIC BUSHINGG Ii0 M/E/P ENGINEER: AT BOTH ENDS OF INTERFACE CABLE AND DESTINATION TAGS AT ALL TERMINATIONS. �\ CONDUIT TERMINATIONS. (�7 SIMILAR TO 2. GROUND ROD BARS, WHERE INDICATED, TO BE 10' COPPER/COPPER CLAD T&B 3950 CB BREEN ASSOCIATES, P.C. CONNECT GROUND WIRES TO �� GROUND WIRE 3. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. BUS BAR WITH BURNDY LONG BARREL / 4" TWO HOLE TERMINAL LUGS. (TYP.) ! 0 m 46 RIVERSIDE AVENUE TEL 203-866-1471 4. GROUND CONNECTORS SHALL BE RUN AS STRAIGHT AS POSSIBLE WITHOUT UNNECESSARY BENDS MOUNT AT 2" SPACING. PROVIDE I % ' 4" IN ACCORDANCE WITH NEC & SHALL NOT BE RUN THROUGH ANY ENCLOSED METAL CONDUITS OR QUANTITY AS REQUIRED TO CONNECT I- 20" � ' ..� CONNECT GROUND WIRES TO , 0 0 ,•u WESTPORT, CT 06880 CLAMPS INCLUDING BAR JOIST WEBS. BUSBAR WITH BURNDY LONG BARREL / ALL GROUND CONNECTIONS CALLED ; 0 0 m TWO HOLE TERMINAL LUGS. (TYP.) „ (► 0 //�'' FOR ON DRAWINGS OR IN SPECS. ' MOUNT AT 2" SPACING. PROVIDE 0 0 l i 5. ALL EXTERIOR COPPER WIRE SHALL BE TINNED (TYP.) ALL EXTERIOR GROUND BARS SHALL BE IIIIII NM NE QUANTITY AS REQUIRED TO CONNECT " 0 �� SHALL BE GALVANIZED STEEL. 4" ALL GROUND CONNECTIONS CALLED 7/16"DIA. �� 0 3 04 0 0 4 FOR ON DRAWINGS OR IN SPECS.MI ./•, 01» 0 © i CLIENT: 6. ALL TERMINAL LUGS SHALL BE TWO HOLE, DOUBLE-CRIMP LONG BARREL, 0 0 0 O / 0 COMPRESSION TYPE. COMPRESSION LUGS SHALL BE BURNDY TYPE YGA OR EQUAL. 0 .0 0 0 0 0 0 0 0 20" O 7. CRIMP TAPS SHALL BE MADE OF HIGH CONDUCTIVITY WROUGHT COPPER, SIZED TO ACCEPT A NO.2/0 AWG MAIN & A NO.6 AWG BRANCH. MI M 0 0 ‘\ - 8. ALL GROUNDING CABLE RUNS SHALL BE EXPOSED, MOUNTED CLEARLY VISIBLE FOR PERIODIC PROVIDE #2/0 INSULATED COPPER GR,IUND INN = MIN ,,�C� m 1 4 x4x20 GALVANIZED STEEL CONDUCTOR TO MAIN BUILDING ELECT'ICAL11111 INSPECTION. ROOM GROUND "LOOP" CABLES SHALL BE FASTENED TO WALL, AND BE 2 FT. ON CENTER. SERVICE. GROUND FOR OTHER LOCATI'NS MI INN M USE PLASTIC WALL MOUNTED EZ ANCHOR & SINGLE HOLE PLASTIC CABLE HANGERS. PROVIDE #2/0 INSULATED COPPER GR•I 1 : _ CONDUCTOR TO GROUND BAR IN MAIN BLDG I 1 1/4';j p p ELECTRICAL ROOM.AL PSOFE `�wirwireless 9. ALL CADWELD ON LUG CONNECTIONS ON ROOF um...I GROUND SHALL BE COATED. ROOF GROUND CABLE IS TO BE BRAIDED. BOND METAL CONDUIT TO BUS BA' WIR I 4 CENTEROCK ROAD 10. ALL CONDUCTORS SHALL BE CONTINUOUS, STRANDED COPPER TYPE THHN/THNN USE PVC CONDUIT UNLESS REQUIRED P ITEM NO. REQ. DESCRIPTION NEWTON # WEST NYACK� NEW YORK 10994 INSULATION (BARE CONDUCTORS NOT ALLOWED), RUNAS STRAIGHT AS POSSIBLE OTHERWISE BY APPLICABLE CODES. (NECESSARY CHANGES IN DIRECTION SHALL HAVE 12" RADIUS, MINIMUM) DO NOT SPLICE. WHERE METAL CONDUIT IS USED 0 1 GROUND BAR GROUND AS SHOWN. 11. SLEEVES PASSING THROUGH BUILDING WALL AND FLOORS SHALL BE RIGID NON-FERROUS0 2 WALL MTG. BRKT.(OR FLOOR) A-6056 1 CONDUIT. 30 2 INSULATORS 3061-4 12. MATING SURFACES OF CONNECTORS AND GROUND BAR SHALL BE CLEANED TO A BRIGHT FINISH WITH ANTI-OXIIDATION COMPOUND APPLIED BEFORE BOLTING. 40 4 5/8"-11 X 1 H.H.C.S. 3012-1 13. BOLTS, NUTS, WASHERS SHALL BE BRASS AS MANUFACTURED BY BURNDY, TYPE TMH SERIES. GROUND BAR CONNECTION DETAIL 50 4 5/8" LOCK WASHER 3015-8 SCALE: NONE 14. PROVIDE 1 1/2" DIAMETER BRASS DISC AT EACH EACH END GROUND CONNECTION, ATTACH TO CONDUCTOR WITH STAINLESS STEEL S HOOK AND NYLON TY-RAP. EACH DISC SHALL BE STAMPED "DO NOT DISCONNECT" ON ONE SIDE AND DESTINATION/LOCATION ON OTHER. 15. COMPRESSION LUGS, 2 HOLE (COLOR KEYED, SHALL BE MANUFACTURED BY BURNDY: i WIRE SIZE CATALOG NUMBER #6 AWG YA6C-2LN #2 AWG YA2C-2LN ##1/0 AWG YA25L-2TC38 MAIN ROOF GROUND BARS #4/0 AWG YA28L-2TC38 ArPROVED BY 750 MCM YA25L-TC38 NOT TO SCALE rPLACIIt€TG t^OARD 16. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND CONTINUOUS GROUND SYSTEM IN EXTERIOR GROUND BAR TO BE GALVANIZED STEEL 'TOWN OF .5, 1JTHOJ. ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. - / 17. PRIOR TO INSTALLATION OF THE GROUNDING SYSTEM, THE CONTRACTOR SHALL TEST THE WATER MAIN ! DATE / ,, °Zo/ FOR EARTH RESISTANCE, AND INFORM THE DESIGN ENGINEER AND THE CLIENT IF THE EARTH RESISTANCE 1 I --0 ro ^� IS GREATER THAN 5 OHMS. FEEDER OR BRANCH CIRCUIT '' `-�N L\aft j., r CONDUIT ( 3/4" CONDUIT OR SMALLER DOES NOT REQUIRE 18. BEFORE BONDING TO THE WATERPIPE, METAL OBJECTS, OR GROUND PLATES, THE SURFACE SHALL BE ' •- , --21J BONDIING) TYPICAL CLEANED AND AN ANTI-OXIDANT SHALL BE APPLIED AT THE MATING SURFACES. #2/0 GROUND WIRE 19. ALL EXTERNAL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELDING PROCESS CONDUIT CLAMP INSULATED THROAT (CADWELD) U.O.N. ALL INTERNAL CONNECTIONS SHALL BE C-CRIMP TYPE AND/OR DOUBLE-LUG GROUND BUSHING PANELBOARD • HY-PRESS U.O.N. BACKBOX WITH LAY-IN LUG 1" CONDUIT (TYPICAL) ilit?iiiN HUB SIMILAR 20. ALL GROUNDING CONNECTIONS TO THE GROUND BAR PLATE SHALL BE MAKE WITH DOUBLE-HOLE _ TO T&B #3950. LONG-BARREL HY-PRESS LUGS. EQUIPMENT GROUND GROUND BUS WITH FEEDER OR .._ #2/0 BARE STRANDED 21. ALL METAL OBJECTS WITHIN 6 FEET OF WIRELESS EQUIPMENT CABINETS SHALL BE BONDED BRAZE TO • J BRANCH CIRCUIT ‘16." f4..>16 GROUND WIRE WITH A #6 STRANDED COPPER GROUND WIRE. REVIEW ALL TRADE DRAWINGS AND VERIFY THE EXTENT OF BACKBOX • J (TYPICAL) ` GROUNDING AT PRE-BID MEETING. • • _ \=�=111 : 22. GROUND WIRES SHALL BE ROUTED INTO THE PRIMARY CABINET AND TERMINATED. GROUND WIRES FOR GROWTH CABINETS SHALL BE WOUND FOR FUTURE USE. PROVIDE 8'-0" SLACK COIL. NOTE: BONDING AT JUNCTION GROUND WIRE CONDUIT HUB DETAIL 3 ISSUED FOR BUILDING PERMIT 4/15/15 23. SIGNAL CABLE CONTRACTOR SHALL GROUND ANTENNA WIRES AT THE ANTENNA MOUNTS, AT AND PULLBOXES SHALL HORIZONTAL TO VERTICAL TRANSITIONS, AND AT CABINET ENTRY PORT. SCALE: NONE BE SIMILAR 2 ISSUED FOR CONSTRUCTION 8/4/14 24. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE CRIMP ON LUGS AT BOTH ENDS OF GROUNDING CONNECTOR FOR GROUNDING EACH SIGNAL CABLE. SIGNAL CABLE SHALL BE 1 ISSUED FOR REVIEW 7/21/14 GROUNDED AT EACH G ROUND BAR PLATE (BY ANTENNA SIGNAL CONTRACTOR). BONDING REQUIREMENTS AT PANEL 3 O A R D No. ISSUE OR REVISION DATE SCALE: NONE 25. CONTRACTOR MUST UTILIZE PROPER SIZE "C-TAP" FITTINGS AND PROPER COMPRESSION TOOLS IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 410PNo use, reproduction or dissemination may be made of this drawing STEEL CONDUIT and the concepts set forth without the prior written consent of OR PIPE Structural Consulting Services, P.C. Copyright©2015 26. BONDS TO CABLE TRAY SHALL BE MADE WITH BURNDY-TYPE KC OR KZC CONNECTORS EVERY 50 FEET AND AT OPEN ENDS. 1 OR 2 HOUR RATED 3M FIRE BARRIER WALL ASSEMBLY 3M FIRE BARRIER CP-25WB+ FLOOR CLAMP P 25W6+ CAULK PROJECT TITLE -� MAX. 1Y2' ANNULAR OPENING. 27. GROUND CONNECTORS TO ANTENNA MASTS SHALL BE MADE WITH BURNDY TYPE GAR CLAMPS. � �o � =off New York SMSA II COMPLETELY FILL SPACE BETWEEN o o• o PIPE AND SHEETROCK WITH - ' p• Limited Partnership 28. ALL GROUND WIRES RUN IN METALLIC CONDUITS SHALL BE BONDED AT BOTH ENDS USING A HUB Y4' BEAD AROUND PERIMETER EGRESS. . n ° u`j' d/b/a VERIZON WIRELESS SITE: MATTITUCK RELO CLAMP SIMILAR TO T&B #3950. ' c till . • 29. THE INSTALLED GROUND SYSTEM MUST BE TESTED FOR EARTH GROUND RESISTANCE AND FOR 1000 PIKE STREET CONTINUITY AFTER IT IS INSTALLED, AND WITH ANY CONNECTIONS TO OTHER GROUNDS SUCH AS WATER ; PIPES AND ELECTRICAL PANELS. TEST RESULTS SHALL BE FILED WITH CLIENT AS PART OF THE MATTITUCIK, NY 11952 PERMANENT SITE RECORDS. DRAWING TITLE pI D � . iii ' ELECTRICAL GROUNDING II STEEL CONDUIT OR MINERAL WOOL PACKING NOTES AND DETAILS PIPE CONCRETE FLOOR OR WALL UL SYSTEM NUMBER UL SYSTEM W-L-1001 -� F-A-1011 E C `l(I rel iP U L� SEAI,� s�ypk:,1414- .` SCALE PROJECT NO. OCT 2` 2015 � ' ;_ fir. �� ,, , AS NOTED VER0798 Southold Town DRAWN BY DRAWING NO. Planning Board..... , �,,,„ ,, ,1` �` FIRESTOP DETAILS � � A, W , CBB CHECKED BY CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS I ‘,,, i Le ,4.1 CBB Cgg , �. 3J ...LLL i ,../ DATE - 7®PE_ _ ‘ON. 7/16/14 1/ ! 1 S STRUCTURAL C CONSULTING EQUIPMENT CABINET (TYP) S SERVICES, P.C. CABINETS AND PLATFORM. I 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 -! TEL: 203.740.7578 FAX:203.775.5670 CADWELD TO STEEL FRAME GROUND ALL EQUIPMENT LUG TO CABINETS #2/0 TINNED GROUND W/#2 TINNED GROUND M/E/P ENGINEER: CONNECT GROUND WIRE TO WAVEGUIDE LUG TO ENCLOSURES AND POWER TELCO GR❑UND BAR ANTENNA CABLE WITH ANDREW GROUND KIT CB BREEN ASSOCIATES, P.C. CADWELD TO STEEL FRAME CAB CAB CAB CAB CAB IN CABINET \ , GENERATOR STEEL CABINET SUPPPORT / 46 RIVERSIDE AVENUE TEL 203-866-1471 #2/0 AWG STRANDED/INSLUATED (SEE STRUCTURAL DRAWINGS) GROUND WIRE IN NON-FERROUS CONDUIT ...1 T T WESTPORT. CT 06880 \ ... ni= I I MAIN ROOF LEVEL ALL GR❑UND T❑ CONNECTIONSOCLIENT: / ANTENNAS SHALL BE BY MAIN ROOF GROUND BAR #2 TINNED S❑LID GROUND WIRE TO/FROM ANTENNAS (TYP) ANTENNA INSTALLER, ATTACHED TO SUPPORT STEEL (SEE STRUCTURAL DRAWINGS) ANTENNA C❑AXIAL CABLE UNDER PLAFORM \i ''' UWEE.y.........._74Z wireless 4 CENTEROCK ROAD WEST NYACK, NEW YORK 10994 , PLANNING 130! I', k`; / CAD-WELD GROUND CABLE TO GROUND ROD GROUND LEVEL �/ TOWN OF SOUTHOLD DATE eq / /��/y; l a✓ GROUND RISER DIAGRAM -Tet.....44-4,1")-taL-4,....---- -.-- \ NEW 10'x5/8' COPPER GROUND ROD NO SCALE ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA SECTOR SECTOR SECTOR GPS GPS _ ALPHA BETA GAMMA #1 #2 GROUP A GROUNDS MAIN GROUND BAR V #2/0 TO PRINCIPAL / 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ® GROUND P❑INT MAIN GROUND CONDUCTOR GROUP C 3 ISSUED FOR BUILDING PERMIT 4/15/15 \\ GROUNDS 0 0 oo 0 0 \ _ 2 ISSUED FOR CONSTRUCTION 8/4/14 CAD-WELD CONNECTION his. #2/0 GROUND WIRE 1 ISSUED FOR REVIEW 7/21/14 ---iA" (TYPICAL) MAIN GROUND RODS N = No. ISSUE OR REVISION DATE No MANUFACTURED BY: —�— — �- 0 0 NEWTON # e-NODE MODULAR MODULAR =� EXTERIOR EQUIPMENT CABINET CABINET CELL CELL POWER BATTERY BATTERY (TYPICAL) , 2121530010 CABINET #2 CABINET #1 CABINET CABINET CABINET and theuseconcepts setor forth withoutdissemination themay prior writtenmade of consentthisdrawing Structural Consulting Services, P.C. Copyright©2015 NO. 5810, 5/8" X 10' of / STEEL SUPPORT FRAMING PROJECT TITLE WITH GRATING. Newreproduction York SMSAbe [I. COPPER CLAD GROUND ROD smite Partnership d/b/a VERIZON WIRELESS SITE: MATTITUCK RELO 1000 PIKE STREET NOTES: MATTITUCK, NY 11952 1. TYPICAL FOR ANY MODULAR EQUIPMENT CONFIGURATION. 5. GR❑UND GROUPS ARE SEPARATED INT❑ GROUP A ' SUPPORT FRAME MAY BE OMITTED WITH INDOOR (ANTENNA GROUNDS), GROUP B (EQUIPMENT GROUNDS), AND DRAWING TITLE INSTALLATIONS. GROUP C (CABINET/DUNNAGE GROUNDS). GROUND ROD 2. GROUND BAR IS SPECIFIED ELSEWHERE, AND ITS 6. GROUNDS FROM RESPECTIVE GROUPS CAN BE COMBINED. I o LOCATION IS NOTED ON THE PLANS, 7. GROUND GROUPS ARE TO BE RUN INDEPENDENT FROM GROUNDING RISER 3. USE HY—PRESS CONNECTIONS WHERE CAD—WELDING IS EACH❑THER TO THE MAIN GROUND BAR, I AND DETAILS NOT FEASIBLE. 4, GROUND WIRES ARE NOT TO BE RUN ON STRUCTURE SURFACE. SUPPORT WITH APPROPRIATE CLIPS TO EQUIPMENT AND STEEL FRAMING. VECEllVEn GROUNDING STANDARD DETAIL SEAL SCALE PROJECT NO. IN 0[ CT292o5 mr AS NOTED VER0798 NO SCALE - � ��S F'�'� DRAWN BY DRAWING NO. Southold Town ,/ /ø CBB PlanningBoard `)� ccCHECKED BY. CBB E 3 . 2 10 . E , d DATE "y ` l0 7/16/14 1 J -cam � . - E IED tEFI•tig 7CODE COMPLIANCE: PROJECT SUMMARY -.1 Musciano, RA C, �� f vi L ''i ALL WORK AND MATERIALS SHALL BE PERFORMED AND SITE ADDRESS 1000 PIKE STREET G '` C Architect -1\- -k-__.- ----)--) INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS MATiITUCK,NY 11952 R : OF THE FOLLOWING CODES AS ADOPTED BY LOCAL DISTRICT: 1000 �iq �'� 611 MAIN STREET n I; I GOVERNING AUTHORITIES NOTHING WITHIN THESE PLANS IS SECTION: 140 11(Ya'� ,� C ll 2ND FLOOR • ' \ , TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO r, I �S00NTON, NJ 07005 ' 2 7 2015 i THE LATEST EDITIONS OF THE FOLLOWING: LOT 111 / T • x 0'. N8 E(973)538-3815 Elite Owers,LP I� ,� MAY ( s�II FAX 973-538-4095 1. INTERNATIONAL BUILDING CODE - NEW YORK EDITION 2010 HAMLET BUSIffESS Gil 3 T c�ANO' R PP 2. INTERNATIONAL MECHANICAL CODE - NY EDITION 2010 LATITUDE: 40.99268{{{{. ti ,�, 87 N INDUSTRY CT 3. ANSI 117.1/1IC/EA-222-G ZONEONETUDE: -72.53326:•:' W ��i?�+j�tp yam ` 7 MMI N 14841424 !; T 4. INTERNATIONAL PLUMBING CODE NY EDITION 2010 \ • n �f ,ilk;�,'�I�� 5. NATIONAL ELECTRIC ,CODE (2008) PROPERTY OWNER/APPUCANT: MATTITUCK FIRE DEPARTMI t� CA 295 MO A2009005517 SUITE J j� I 48014 -4t- NV 5015 6. CITY/COUNTY ORDINANCES MATTITUCK,6NY 11952 ,t����-% �1© NC 9671 @C 2 NC 9510925 SITE CONTACT: ELBE TOWERS,LP 9#L n,;, 0 81 TANYA TOWERS, LP a i D o 6 '5 DEER PARK, NY 11729 �i REQUIREDION ELECTRICALSRS 001.020501 STD(AS515417 ` PET TOM2OF-0003 JURISDICTION: TOWN OF SOUTHOLD,NY LA 5690 UT 8470051-0301 TELEPHONE COMPANY. VEI ZON MD 11039 VT 2529 SITE NUMBER: 7141 RAWLAND ELECTRIC COMPANY: SPA MA,D,3, VA 0401008254 __. ___-- NJ PLANNER 4351 GENERAL INFORMATION CONSULTANTS SITEADDRESS: MATTITUCK FIRE DEPARTMENT -AREA OF CONSTRUCTION: REPLACEMENT OF WOODEN UNIPOLE WITH TELECOMMUNICATION UNIPOLE. 1 O O O PIKE STREET -NO HUMANOCCUPANCY -NO CHANGE IN BLDG. USE, EGRESS OR OCCUPANCY -- Q C� -HVAC EQUIPMENT: EXISTING HVAC UNITS IN ROOFTOP OF EXISTING BUILDING - NONE PROPOSED MATTITUCK N Y 11952 -APPLICANT PROPOSES A 2-WAY MOBILE COMMUNICATIONS FACILITY, NOT INTENDED FOR PERMANENT EMPLOYEE OCCUPANCY. -POTABLE WATER, SANITARY SEWERS, AND ADDITIONAL SITE PARKING ARE NOT REQUIRED. -THIS FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR MAINTENANCE AND SHALL BE MONITORED REMOTELY. MI I=IMMIMIU -CONNECTION FOR ELECTRICAL AND TELEPHONE UTILITIES ARE TO BE DETERMINED BY THE APPROPRIATE UTILITY COMPANY -TELECOMMUNICATIONS UNIPOLE AND ITS FOUNDATION TO BE DESIGNED BY OTHERS (NIC) 9 05.20.15 FOR FILING VICINITY MAP GENERAL NOTES SHEET INDEX 8 09.01.14 FOR FILING DIRECTIONS TO SITE FROM TME GEORGE WASHINGTON EDGE: SHT. DESCRIPTION REV. 7 04.15.14 FOR FILINGMerge Merge Continue INTEERSTATE 95 UPPER LEVEL N 1. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE SITE. CONTRACTOR SHALL NOTIFY A NO. NO. Mrue onto SST 5 UPPER LEVEL N (Portions toll). MATTITUCK FIRE DEPARTMENT REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. Ti TITLE SHEET 6 03.21.14 FOR REVIEW Continue onto I-95 N. FAILURE TO NOTIFY A MATTITUCK FIRE DEPARTMENT REPRESENTATIVE PLACES THE RESPONSIBILITY ON THE CONTRACTOR TO 5 03.17.14 FOR REVIEW Continue onto CROSS BRONX EXPY (SIGNS FOR INTERSTATE 295 CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. T2 SPECIFICATIONS S/THROGS NECK BR). T3 SPECIFICATIONS 4 02.19.14 FOR REVIEW Continue onto 1-295 S (Portions toll). 2. ALL MATERIALS, WORKMANSHIP & CONSTRUCTION FOR THIS FACILITY SHALL BE IN ACCORDANCE WITH THE CURRENT Al SITE PLAN Take exit 8 for CROSS IS PKWY S. PREVAILING STATE, MUNICIPAL AND/OR COUNTY BUILDING CODES, SPECIFICATIONS, STANDARDS & REQUIREMENTS. 3 11.21.13 FOR REVIEW Merge onto CROSS ISLAND PKWY. A2 COMPOUND PLAN 2 11.05.13 FOR REVIEW Take exit 30E to merge onto 1-495 E/LONG ISLAND EXPY 3. THIS MATTITUCK FIRE DEPARTMENT FACILITY IS NOT GOVERNED BY REGULATION REQUIRING PUBLIC ACCESS PER ADA A3 ELEVATION toward EASTERN LONG ISLAND. REQUIREMENTS. A4 WHIP ANTENNA SPECIFICATION 1 08.26.13 FOR REVIEW At exit 73, take ramp for CR-58 toward Orient / Greenport Bear right onto CR-58, Road name changes to RT-25 4. THE PROPOSED FACILITY INCLUDES ONE SIGN IN ACCORDANCE WITH FCC RULES ON RADIO FREQUENCY EMISSIONS 47 CFR E01 ELECTRICAL AND GROUNDING PLAN NO DATE. SUBMISSIONS Turn left onto Love Ln 1.1307 (B). E02 GROUNDING DETAILS Turn right onto Pike St Arrive at 1000 Pike St, Mattttuck, NY 11952 5. THE PROPOSED USE DOES NOT REQUIRE FULL-TIME OR PART-TIME EMPLOYEES AT THE SITE. APPROVALS: 6. ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS r a OF THE MATTITUCK FIRE DEPARTMENT SPECIFICATIONS. IN CASE OF CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATIONS aCC.PANG' "I AND THE DRAWINGS. THE DRAWINGS SHALL GOVERN. IN THE CASE OF CONFLICT BETWEEN MATTITUCK FIRE DEPARTMENT STANDARD PRACTICES AND EITHER THE CONSTRUCTION AND SPECIFICATIONS OR THE DRAWINGS THE MATTITUCK FIRE �� �� r;DEPARTMENT STANDARD PRACTICES SHALL GOVERN. ; WFUL '''' ''' A® ���t 'f,,�Y®� Id 7. FOR ADDITIONAL NOTES AND DETAILS SEE ACCOMPANYING DRAWINGS. DRAWINGS SCALED FOR 1 �X1 7�' SHEET_ I TpCAEtiRcTyi ' ^.. ' ,� f"�cp/),� CIVIL/STRUCTURAL NOTES: 1 CONTRACTOR SHALL LAYOUT ALL WORK BASED ON DIMENSIONAL DATA INDICATED ON ��I I'--•o ^••! �� u,creat '�' a _/aF °R� DRAWINGS ALONG carni ACTUAL FIELD CONDITIONS AND MEASUREMENTS o -"ti'' DATE.•' .. J` pye9 `, '�2 CONTRACTOR SHALL REPORT DISCREPANCIES IN FIELD CONDMONS AND/OR DIMENSIONS I i + r r li. i - a; "' + . 1. EXISTING DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK DIMENSIONS, AND ELEVATIONS PRIOR TO STARTING ANY WORK. FEE:. 51 -kp iiat a CLIENT / PROJECT: -NOTIFY 1 MPG DOkHTMENT ` 2. ALL WIDE FLANGE STEEL SHAPES SHALL CONFORM TO ASTM A992 (50 KSI). ALL OTHER STEEL SHALL CONFORM TO ASTM 765 1� e 84 t rT,° 4P; A36. CC•:_� l 414WING,i Ti 's 1 ,,„` , C 3. TUBE STEEL SHALL CONFORM TO ASTM A500, GRADE B. SIGNATURE BLOCK: 1; SNDa�9C �' Elitelowers,Lr G IRI: 4. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S GRADE B. COMPLYi I•R ,IA?..= 1"tf� lraw FOR 170}M-6:1 .' - CM: flap,RQ R'.., v` --PLUMBING 5. ALL WELDING SHALL BE DONE USING 37OXX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS 01.1. WHERE NEWYORK TI &TOWN cOiES 7141 - - v ! FILLET WELDS SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC ''MANUAL OF STEEL MATTITUCK FIRE DEPARTMENT : . f ULA ION , � .`I CONSTRUCTION", 9TH. EDITION. AT THE COMPLETION OF WELDING, ALL DAMAGE TO GALVANIZED COATING SHALL BE � :R�O �R�®�� 'L ; �I�rtir ad I . ' i•:_, �' r t REPAIRED. 1000 PIKE STREET 4./FINAL -:t ON TRUCTION;MUST, 1� �1 6. r' i., d I A MATTITUCK, NY 11952 FALL BE r 9lv1P iE FOR C.O. SHALOLLTED AVE ONNECTIONS SHALL USE A MINIMUM OF TWO BOLTS UNLESSING NOTEDTYPE GALVANIZED ISER STAINLESS STEEL ASTM A325 BOLTS (3/4" DIA) AND ,7,-y 1, i I�, ,I +,G6', �II '` 'I ALL'COt\STRUCTIA V 'SEAL-L ET,THE a x '�I t � 08.26,13 PROJECTDATE 7141 NO NORTH REQUIREMENTS OF THE CODES OF NEW 7. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A 307 BOLTS UNLESS YORK STATE. NOT RESPONSIBLE FOR NOTED OTHERWISE OR WHERE USED. - TRO DEEDN N CO THE AND DRAWING NO fry ! THE UNITE UNDER iOF TAMS AMERICAOF ANE UNAUT STALES US OF THE DESIGN OR CONSTRUCTION ERRORS. +w' MEAUTHOR®USE°FTM` T.01 8. ALL STEEL PIPE AND STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN CONSENT F WITHOUT + CONSENTOF XFR6Sf/YUSCNNO IS ACCORDANCE WITH ASTM A723. '.._ -_... _. _..__. .._._ -._,__.-... 2013 1 INSTRUCTIONS TO CONTRACTORS ary Musciano, RA AS SPECIFIED IN THE SPECIFICATION LANDSCAPE ! TO THE SITE IS RESTRICTED AND MUST REMAIN CONTRACTOR'S RESPONSIBILITY TO REPORT, IN S E>Q AR Architect WORK. AS SUCH. THE GENERAL CONTRACTOR SHALL , WRITING, SIGNIFICANT VARIATIONS OR 4� Mt/8l' 611 MAIN STREET CONTRACTOR SHALL VISIT THE SITE OF THE h ! 1 . PROPOSED WORK AND FULLY ACQUAINT HIMSELF REVIEW WITH THE SITE MANAGEMENT THE DISCREPANCIES OF THE CONDITIONS NOTED OR2ND FLOOR WITH THE CONDITIONS AS THEY EXIST IN ORDER 9. CONTRACTOR SHALL MINIMIZE DISTURBANCE PROCEDURES FOR ENTERING AND EXITING THE SITE. ! IMPLIED, TO THE ARCHITECT, IMMEDIATELY UP .ti,. ! • ,.f BOONTON, NJ 07005 THAT THE RESTRICTIONS ATTENDING THE WORK TO EXISTING SITE DURING CONSTRUCTION. THESE PROCEDURES MUST BE ADHERED TO. ' DISCOVERY OF SUCH CONDITIONS. 5 / 0 , rt 0 I LEPHONE(973-538-48) 15 EROSION CONTROL MEASURES, IF REQUIREDaF�� `� ARE UNDERSTOOD. ALL AREAS AND DIMENSIONS I �fie-row ARE INDICATED ON THE DRAWINGS AS DURING CONSTRUCTION, SHALL BE IN I GENERAL REQUIREMENTS REGULATORY REQUIREMENTSA_ � o? RA, PP rz. �,,,,. —:y MI 1301045424 ACCURATELY AS POSSIBLE, BUT ALL CONDITIONS CONFORMANCE WITH THE LOCAL GUIDELINES FOR -4-. 7-'7 ' 0 8 MN 48411 SHALL BE VERIFIED BY EACH CONTRACTOR EROSION AND SEDIMENT CONTROL. SUMMARY OF WORK THE CONTRACT DOCUMENTS WERE PREPARED y . . MO A2009005517 ACCORDANCE WITH THE APPLICABLE LOCAL °2 1 66:, 'ef NV 5015 AND/OR SUBCONTRACTOR AT THE SITE. THE K f, WORK INCLUDES THE DEMOLITION AND MODIFICATION CONSTRUCTION CODE. THE CONTRACTOR SHALL `> 9{ NC 9671 FAILURE OF THE CONTRACTOR TO EXAMINE OR SUPPLEMENTARY CONDITIONS QyC • OHIO 4510925 RECEIVE ANY FORM, INSTRUMENT OR DOCUMENT, AND RESTORATION OF EXISTING CONDITIONS CONFORM TO THIS AND OTHER APPLICABLE MAYPAA�3 1(�9E WHERE ADJUSTMENTS OR CHANGES IN THE WORK INDICATED IN ORDER TO CONSTRUCT THE WORK LOCAL, COUNTY, STATE AND FEDERAL CODES, GA RA 012998 RI Sapll1i� OR VISIT THE SITE SHALL NOT RELIEVE THE [. INDICATED AND THE MOUNTING OF ANTENNAS ON LAWS AND REQUIREMENTS. IL RA 001.020501 SC 6551 CONTRACTOR FROM ANY OBLIGATION WITH E (INCREASES OR DECREASES) ARE AGREED TO BY € KS 5073 TEXAS 15417 RESPECT TO HIS QUOTED PRICE. THE MATTITUCK FIRE DEPARTMENT & THE j THE ROOF OF THE EXISTING BUILDING. ALL LA 5690 UT 8470051-0301 ELECTRICAL, COAX CABLE, GROUNDING, SUPPORT PERMIT FEES MD 11039 VT 2529 CONTRACTOR, THE COST FOR THAT WORK SHALL MA 10131 VA 0401008254 THE SUBMISSION OF A BID PROPOSAL SHALL INCLUDE: THE ACTUAL COST (TO THE I STRUCTURESORANDHALL CONDUITQUROUTING REQUIRED. NJ PLANNER 4351 ACKNOWLEDGE THAT THE CONTRACTOR AND HIS CONTRACTOR) OF ANY INSTALLED ITEMS, RENTAL TO SUPPORT THE NEW EQUIPMENT INDICATED ON ELITE TOWERS SHALL BE RESPONSIBLE FOR CONSULTANTS SUBCONTRACTORS HAVE FULLY EXAMINED THE VALUE OEQUIPMENT (IF ANY), WAGES OF THE DRAWINGS. COAX AND ANTENNA FURNISHED FILING AND PAYING FOR THE BUILDING PERMITS. SITE AND KNOW THE EXISTING CONDITIONS AND ) BY MATTITUCK FIRE DISTRICT AND INSTALLED BY THE CONTRACTOR IS RESPONSIBLE FOR ANY HAVE MADE PROVISIONS FOR OPERATINGOUNDER LABOR, AND WORKMEN'S COMPENSATION. ANTENNA CONTRACTOR. OTHER PERMITS, LICENSES, OR FEES REQUIRED. THE CONDITIONS AS THEY EXIST AT THE SITE OVERHEADPERFORMED AND PROFIT FOR ADDITIONAL WORKALL YHE R A SUBCONTRACTOR OR DIRECTLY 10 j WORK AND DEFINITIONS AND STANDARDS H- AND HAS INCLUDED ALL NECESSARY ITEMS. BY THE GENERAL CONTRACTOR IS LIMITED TO 10 PERCENT FOR OVERHEAD AND 10 PERCENT FOR WITH ALL APPLICABLE CODES, REGULATIONS, AND SITE WORK GENERAL NOTES: PROFIT ALLOWED TO THE ORDINANCES. CONTRACTOR SHALL GIVE ALL THE TERM "PROVIDE" MEANS FURNISH AND hiCEPMEID NOTICES AND COMPLY WITH ALL LAWS, INSTALL, COMPLETE AND READY FOR INTENDED -- 1. THE CONTRACTOR SHALL CALL UTILITIES PRIOR GENERAL CONTRACTOR. THE CONTRACTOR SHALL ORDINANCES, RULES, REGULATIONS AND LAWFUL USE, AS APPLICABLE IN EACH INSTANCE. THE TO THE START OF CONSTRUCTION. ITEMIZE EACH CHANGE IN THE WORK AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON TERM "ARCHITECT" SHALL MEAN HERBST 9 05.20.15 FOR FlUNG PROVIDE BILLS OF SALE WHERE APPLICABLE. NO THE PERFORMANCE OF THE WORK. MECHANICAL MUSCIANO. THE TERM "OWNER" SHALL MEAN THE 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ADDITIONAL WORK SHALL BE PERFORMED 4 AND ELECTRICAL SYSTEMS SHALL BE INSTALLED MATTITUCK FIRE DISTRICT UNLESS MODIFIED BY 8 09.01.14 FOR FILING ELECTRIC, AND OTHER UTILITIES WHERE WITHOUT PRIOR AUTHORIZATION FROM OWNER. IN ACCORDANCE WITH ALL APPLICABLE AN ADJECTIVE. IE "PROPERTY OWNER". 7 04.15.14 FOR FILING ENCOUNTERED IN THE WORK, SHALL BE I MUNICIPAL AND UTILITY COMPANY PROTECTED AT ALL TIMES, AND WHERE REQUIRED y GENERAL CONSTRUCTION NOTES I SPECIFICATIONS, AND LOCAL AND STATE SHOP DRAWINGS, PROJECT DATA AND SAMPLES 6 03.21.14 FOR REVIEW FOR THE PROPER EXECUTION OF THE WORK, I JURISDICTIONAL CODES, ORDINANCES AND 5 03.17.14 FOR REVIEW SHALL BE RELOCATED AS DIRECTED BY 1. THE CONTRACTOR SHALL MAINTAIN COMPLETE APPLICABLE REGULATIONS. AFTER THE CONTRACTOR HAS REVIEWED AND 4 02.19.14 FOR REVIEW ENGINEERS. EXTREME CAUTION SHOULD BE USED DUST CONTROL DURING THE DEMOLITION AND APPROVED SHOP DRAWINGS, HE/SHE SHALL BY THE CONTRACTOR WHEN EXCAVATING OR PIER CONSTRUCTION PROCESS. PROVIDE THE GENERAL CONTRACTOR SHALL SUPERVISE AND SUBMIT SHOP DRAWINGS, SAMPLES AND PRODUCT 3 11.21.13 FOR REVIEW DIRECT THE WORK, USING BEST SKILLS AND DRILLING AROUND OR NEAR UTILITIES. FIRE—RETARDANT PLASTIC DUST PARTITIONS TO 1 DATA TO THE ARCHITECT FOR APPROVAL. 2 11.05.13 FOR REVIEW CONTRACTOR SHALL PROVIDE SAFETY TRAINING SEPARATE CONSTRUCTION AREAS FROM ATTENTION. THE CONTRACTOR SHALL BE SOLELY FOR THE WORKING CREW. THIS WILL INCLUDE BUT EQUIPMENT AND EMPLOYEE WORK AREAS. RESPONSIBLE FOR ALL CONSTRUCTION MEANS, QUALITY CONTROL 1 08.26.13 FOR REVIEW METHODS, TECHNIQUES, SEQUENCES AND IS NOT LIMITED TO: 1 PROTECT ALL EQUIPMENT TO THE SATISFACTION NO: DA1s: A) FALL PROTECTION. OF THE SITE MANAGEMENT. I PROCEDURES AND FOR COORDINATING ALL 1 ALL WORK SHALL BE PERFORMED IN A NEAT SUBMISSIONS PORTIONS OF THE WORK UNDER THE CONTRACT B) CONFINED SPACE. 2. THE FACILITY WILL REMAIN IN FULL WORKMANLIKE MANNER, LEFT CLEAN AND FREE C) ELECTRICAL SAFETY. OPERATION THROUGHOUT THE CONSTRUCTION LANDLORD'S AUTHORIZED REPRESENTATIVE. WITH THEFRE CONTRACTOR M DEFECTS, NSHALD L MPROVIDE APLETELY PLRABLE. APPROVALS: D) TRENCHING & EXCAVATION I PERIOD. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO ALL EQUIPMENT AND WORK AREAS. ALL ROOF WORK IS TO BE PERFORMED BY THE e EQUIPMENT AS SCHEDULED ON THE DRAWINGS. 3. ALL SITE WORK SHALL BE AS INDICATED ON r TO AID IN MAINTAINING SITE SECURITY, THE LANDLORD'S ROOFER. GENERAL CONTRACTOR IS I ALL MATERIALS SHALL BE NEW AND ALL WORK THE DRAWING AND STIPULATED IN THE CONTRACTOR SHALL COORDINATE THE ACTIVITIES TO ASSURE THAT EXISTING ROOF WARRANTIES ARE AND MATERIALS SHALL BE GUARANTEED BY THE SPECIFICATION PROJECT SUMMARY AS PROVIDED I OF WORKERS WITH THE SITE MANAGEMENT. THE NOT COMPROMISED BY THE PROPOSED WORK. CONTRACTOR FOR A PERIOD OF ONE (1) YEAR BY MATTITUCK FIRE DEPARTMENT. CONTRACTOR SHALL PROVIDE NOTICE TO THE FROM THE DATE OF ACCEPTANCE BY THE SITE MANAGEMENT OF PROPOSED ACTIVITIES AND OWNER OCCUPANCY OWNER. WHETHER OR NOT SHOWN ON DRAWINGS, 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, DURATIONS. 1 THE CONTRACTOR(S) IS TO FURNISH COMPLETE, STICKS, STONES AND OTHER REFUSE SHALL BE 3. SHUTDOWNS, TIE—INS OR ANY OTHER WORK PROPERTY OWNER AND ITS EMPLOYEES, FUNCTIONAL ASSEMBLIES. REMOVED FROM THE SITE AND DISPOSED OF AFFECTING THE OPERATION OF EXISTING SUPPLIERS, CLIENTS AND VISITORS SHALL LEGALLY. EQUIPMENT OR ANY CRITICAL SERVICES SUCH AS f CONTINUE TO OCCUPY AND USE THE SITE. THE ALL WORK SHALL BE CAREFULLY COORDINATED CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH ALL TRADES INVOLVED AND THE ELECTRICAL SYSTEMS, HVAC OPERATION, CLIENT / PROJECT. 5. THE SITE SHALL BE GRADED TO CAUSE DETECTION SYSTEMS, ETC. SHALL BE PERFORMED THE WORK ACCORDINGLY. I CONTRACTOR SHALL PROVIDE PROPER AND SURFACE WATER TO FLOW AWAY FROM THE WITHIN THE HOURS AGREED UPON BY THE SITENECESSARY CONNECTIONS, FITTINGS, VALVES, EQUIPMENT AND TOWER AREAS. MANAGEMENT. WORK ON THESE SYSTEMS CAN CUTTING AND PATCHING 1 PIPING, ETC. FOR ALL EQUIPMENT INSTALLATION. C ONLY TAKE PLACE AFTER SCHEDULING WITH AND THE CONTRACTOR SHALL PERFORM ALL CUTTING DRAWINGS ARE TO BE CONSIDERED 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE RECEIVING APPROVAL FROM THE SITE j AND PATCHING AS REQUIRED TO PROVIDE ACCESS 3 DIAGRAMMATIC AND DO NOT NECESSARILY Elite OWe�3,u• PLACED ON FROZEN GROUND. FROZEN MANAGEMENT. DURATION OF ALL WORK ON FOR INSTALLATION OF VARIOUS PARTS OF THE INDICATE THE ACTUAL LOCATION OR ROUTING OF 7141 MATERIALS, SNOW OR ICE SHALL NOT BE PLACED CRITICAL SERVICES SHALL BE KEPT TO THE WORK. ALL CUTTING SHALL BE PERFORMED SO AS EQUIPMENT, PIPING, CONDUIT OR DUCTWORK. IN ANY FILL OR EMBANKMENT. MINIMUM NECESSARY TO PERFORM THE WORK 1 TO MINIMIZE DAMAGE TO ADJACENT SURFACES. DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS MATTITUCK FIRE DEPARTMENT REQUIRED. PATCHING OF EXISTING MATERIALS SHALL BE CONDITIONS ALLOW TO COMPLETE THE INTENT OF 1000 PIKE STREET 7. THE SUBGRADE SHALL BE COMPACTED AND f 4. GENERAL CONTRACTOR TO ENGAGE THE PERFORMED IN A NEAT AND WORKMANLIKE @ THE CONTRACT. THE CONTRACTOR SHALL SUBMIT BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR SERVICES OF A PROFESSIONAL CLEANING SERVICE I MANNER. SHOP DRAWINGS OF ALL MAJOR MANUFACTURED MATTITUCK, NY 11952 TO FINISHED SURFACE APPLICATION. TO THOROUGHLY CLEAN ALL NEW AND EXISTING I ITEMS REQUIRED ON THIS PROJECT. DATE: PROJECT NO.. AREAS AFFECTED BY CONSTRUCTION OPERATIONS. EXISTING CONDITIONS I 8. THE AREAS OF THE OWNERS PROPERTY 08.26.13 7141 ALL NEW AND EXISTING EQUIPMENT/FINISHES TO . DISTURBED BY THE WORK AND NOT COVERED BY BE FREE OF DEBRIS, DUST AND DIRT. ALL CONDITIONS AND DIMENSIONS SHALL BE THIS DEM s mrnacNlEn rum oruwwc NO THE BUILDING OR DRIVEWAY, SHALL BE GRADED PROTECTED TME urs OF TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND VERIFIED BY THE CONTRACTOR PRIOR TO THE ' THE�STATES OF�u 1 5. SECURITY AT THE SITE MUST BE MAINTAINED I START OF CONSTRUCTION. IT IS THE ANY WITHOUT USE COVERED WITH MULCH AS SPECIFIED IN THE E BOTH DURING AND AFTER WORK HOURS. ACCESS CONSENT O `/111SCCN70IS T-02 2013 - Gary Musciano, RA QUALITY CONTROL (CONT'D) TEMPORARY UTILITIES RECEIVING INSTALLING, TESTING AND ADJUSTING JUNCTION BOX, AND EQUIPMENT CABINET. TESTS ,„ - Architect ELECTRICAL WIRING FOR A COMPLETE AND I SHALL BE MADE BY THE CONTRACTOR, AT THE /fARe A MINIMUM OF 6 COPIES SHALL BE SUBMITTED. PROVIDE ALL REQUIRED TEMPORARY UTILITIES FUNCTIONALLY OPERABLE INSTALLATION AS I DIRECTION OF THE ENGINEER WHEN EQUIPMENT `t • 611 MAIN STREET ' THE ENGINEERING REVIEW OF SHOP OR SETTING AND PAY ASSOCIATED FEES AND OPERATING SHOWN ON THE DRAWINGS AND AS SPECIFIED OPERATION IS FAULTY. EQUIPMENT CONTAINING C.(,\ • M(490 2ND FLOOR 1 • BOONTON. NJ 07005 DRAWINGS SHALL ONLY BE CONSTRUED TO APPLY COSTS. HERE IN, THE FOLLOWING ITEMS OF WORK ARE I 240 VOLTS SHALL BE SUITABLY LABELED ! '-/ L{`O ONE(973)538-3815 TO GENERAL LAYOUT AND CONFORMANCE TO THE r TO BE INCLUDED, SHOWING THAT "HIGH VOLTAGE HAZARD" EXIST . C7 & RI FAX 973-538-4095 DESIGN CONCEPT OF THE PROJECT AND FOR PROJECT CLOSE—OUT h 1. ELECTRICAL SERVICE CORRECT PHASING OF CIRCUITS SHALL BE DONW1'``i}j ��'1 l', PP COMPLIANCE WITH THE GENERAL REQUIREMENTS 2. GROUNDING SYSTEM BEFORE APPLYING POWER BACK TO THE EXISTI G "w�? 807•'‘ MI 1301045424 OF THE CONTRACT DOCUMENTS. THE REMOVE ALL DEBRIS FROM SITE, RESTORE 3. TELEPHONE SYSTEM. CIRCUITS. .:.,_T,c, 162 MN 48411 RESPONSIBILITY FOR ANY DEVIATIONS FROM THE DISTURBED AREAS TO A CONDITION AS EXISTED 4. OPERATIONAL TESTING. 9549 MO A2009005517 T ',Ile.' .- REQUIREMENTS OF THE CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION. PROVIDE OWNER WITH I 3. CONTRACTOR SHALL BOND ALL EQUIPMENT U1% 02 5'• O NV 9671 SHALL REMAIN THE CONTRACTOR'S UNLESS HE GENERAL OPERATING/MAINTENANCE MATERIALS I TOGETHER. p�'� s:A4 OH n s 5 HAS IN WRITING, SPECIFICALLY CALLED TO THE I INSTRUCTIONS FOR ALL INSTALLED EQUIPMENT. �� NA 'R �'lll'w .-....k."":2998 RL 30 ARCHITECT'S ATTENTION TO SUCH DEVIATIONS AT I THE CONTRACTOR SHALL PREPARE A COMPLETE WIRING, CONDUIT AND BOXES n', 4. WHERE NOT SPECIFICALLY CALLED OUT IN IL RA 001.020501 SC 8651 THE TIME OF SUBMISSION AND HAS RECEIVED THE 4 SET OF RECORD DRAWINGS PRIOR TO FINAL - THIS SPECIFICATION, THE MINIMUM STANDARD OF KS 5073 TEXAS 15417 PAYMENT. FINAL PAYMENT SHALL NOT BE MADE 1. CONDUIT SHALL BE HOT DIPPED THE NATIONAL ELECTRICAL CODE SHALL APPLY. LA 5690 VT 8470051-0301 ARCHITECT'S SPECIFIC WRITTEN APPROVAL OF I MD 11039 2529 SUCH DEVIATIONS. k UNTIL THE RECORD DRAWINGS ARE DEEMED I GALVANIZED RIGID STEEL ABOVE GROUND AND NMA J 10131 PLANNER 4351 VA VA 0401008254 COMPLETE BY THE ARCHITECT. THE DRAWINGS I PVC BELOW GROUND. 5. PROVIDE ALL TEMPORARY UTILITIES AND ALL MATERIALS, PRODUCTS AND EQUIPMENT USED SHALL BE DRAFTED BY A PROFESSIONAL PAY ALL ASSOCIATED FEES AND OPERATING CONSULTANTS I ON THIS PROJECT MUST BE ACCEPTABLE UNDER DRAFTSPERSON, AUTOCAD 2000 FORMAT. 2. ALL CONDUITS, BOXES, FITTINGS SHALL BE COSTS. THE NEW YORK STATE BUILDING CODE AND ALL MADE UP TIGHT AND RIGIDLY SECURED TO THE DRAWINGS SHALL INCLUDE EXACT ROUTING OF r STRUCTURE. 6. DRAWINGS ARE TO BE CONSIDERED APPLICABLE NEW YORK CODES. ' ALL WRING, PIPING, ,DUCTWORK, ETC. THE DIAGRAMMATIC AND DO NOT NECESSARILY GARBAGE REMOVAL CONTRACTOR SHALL REMOVE THE NAME OF THE 1 3. BOND WIRES WHERE REQUIRED SHALL BE I INDICATE THE ACTUAL LOCATION OR ROUTING OF MIEl ARCHITECT FROM RECORD DRAWINGS. I CONTINUOUS. 1 EQUIPMENT, PIPING OR DUCTWORK. DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR DAILYSHALL BE FOLLOWED AS CLOSELY AS REMOVAL FROM THE PROJECT: ALL TRASH, CONTRACTOR TO PROFESSIONALLY CLEAN ALL I 4. WIRE SIZE OF ALL FEEDERS AND BRANCH CONDITIONS ALLOW TO COMPLETE THE INTENT OF M- RUBBISH, SURPLUS MATERIALS RESULTING FROM AREAS OF NEW WORK AT COMPLETION OF THIS CIRCUITS HAVE BEEN CHOSEN TO PREVENT THE CONTRACT. CONTRACT. EXCESSIVE VOLTAGE DROP. THE CONTRACTOR I 9 05.20.15 FOR FILING CONSTRUCTION. NO BURNING SHALL BE SHALL BE RESPONSIBLE FOR CHANGING 7. IN GENERAL, THE INDUSTRY STANDARDS PERMITTED ON SITE. KEEP GENERAL AREA z 8 09.01.14 FOR FILING CLEAN, HAZARD FREE, AND DISPOSE OF ALL I ' WARRANTIES AND BONDS TERMINATION LUGS IF NECESSARY ON PROPOSED I PREVAIL AND IN PARTICULAR, ALL WORK DIRT, DEBRIS, AND RUBBISH. LEAVE PREMISES IN I OR EXISTING EQUIPMENT TO ACCEPT THE PERFORMED BY THE CONTRACTOR SHALL BE IN- 7 04.15.14 FOR FILING CLEAN CONDITION AND FREE TRASH, RUBBISH, THE CONTRACTOR SHALL GUARANTEE ALL LABOR PROPOSED WIRE(S). ACCORDANCE WITH THE FOLLOWING CODES AND 6 03.21.14 FOR REVIEW ETC. AND MATERIALS USED IN THIS PROJECT FOR A ' ; REGULATIONS: PERIOD OF ONE (1) YEAR COMMENCING FROM 5. ALL WIRES SHALL BE COLOR CODED AND I 5 03.17.14 FOR REVIEW SAFETY REQUIREMENTS THE DATE OF THE ISSUANCE OF THE WARNING SIGNS SHALL BE INSTALLED TO CODE STANDARDS 4 02.19.14 FOR REVIEW CONTRACTOR'S LETTER OF SUBSTANTIAL F INDICATE WHAT VOLTAGE IS PRESENT AT t ATTENTION IS DIRECTED ,TO FEDERAL, STATE AND s COMPLETION. SUBSTANTIAL COMPLETION SHALL SWITCHES, SPLICE BOXES, EQUIPMENT CABINETS, r 1. LOCAL CODES AND ORDINANCES INCLUDING, 3 11.20.13 FOR REVIEW LOCAL LAWS, RULES AND REGULATIONS BE DEFINED AS THE DATE WITHIN WHICH ETC. ` BUT NOT LIMITED TO, THE REQUIREMENTS OF THE 2 11.05.13 FOR REVIEW CONCERNING CONSTRUCTION SAFETY AND HEALTH MATTITUCK FIRE DEPARTMENT IS ABLE TO - I LOCAL GOVERNING BODIES. STANDARDS. THE COMPANY AWARDED A ACHIEVE BENEFICIAL OCCUPANCY EXCLUDING THE 6. PROVIDE METALLIC CONDUIT, TUBING AND I 1 08.26.13 FOR REVIEW CONTRACT SHALL INSURE THAT ALL WORKERS I PUNCH LIST ITEMS.ANY DEFICIENCIES THAT FITTINGS OF TYPES REQUIRED. ZINC COATED 2. THE NATIONAL ELECTRICAL CODE (NEC). NO: 0ATE SUBMISSIONS WORK IN SURROUNDINGS OR UNDER CONDITIONS BECOME EVIDENT DURING THIS ONE (1) YEAR ? STEEL EMT PERMITTED, IN DRY PROTECTED WHICH ARE SANITARY, AND ARE NOT HAZARDOUS PERIOD SHALL BE CORRECTED AT THE r LOCATIONS. PROVIDE RIGID METALLIC CONDUIT 3. INTERNATIONAL MECHANICAL CODE WHERE INSTALLED IN OR UNDER CONCRETE APPROVALS: TO HIS/HER HEALTH OR SAFETY. PRECAUTIONS Y CONTRACTOR'S EXPENSE. I SLABS, IN CONTACT WITH THE EARN, UNDER d 4. THE NATIONAL ELECTRICAL SAFETY CODE SHALL BE EXERCISED AT ALL TIMES FOR THE PUBLIC ROADWAYS, IN MASONRY WALL OR I (NESC) OF THE AMERICAN NATIONAL PROTECTION OF THE PERSONS AND PROPERTY. IT I WORK SCHEDULE I ° IS MANDATORY THAT THE SAFETY PROVISIONS OF q EXPOSED ON BUILDING EXTERIOR. PROVIDE 3" STANDARDS INSTITUTE. APPLICABLE LOCAL LAWS, OSHA REGULATIONS, I THE CONTRACTOR SHALL GUARANTEE ALL LABOR I CONCRETE ENCASEMENT ON ALL METALLIC AND BUILDING AND CONSTRUCTION CODES BE € AND MATERIALS USED IN THIS PROJECT FOR A I CONDUIT UNDERGROUND. RIGID METALLIC CONDUIT I 5. UNDERWRITERS LABORATORY STANDARDS OBSERVED FOR ALL CONTRACTORS AND ANTENNA I PERIOD OF ONE (1) YEAR COMMENCING FROM SHALL HAVE ZINC EXTERIOR AND ZINC ENAMEL (UL) OF THE NATIONAL BOARD OF FIRE RIGGERS. THE DATE OF THE ISSUANCE OF THE INTERIOR. t UNDERWRITERS. CONTRACTOR'S LETTER OF SUBSTANTIAL ! 6. THE LOCAL ELECTRICAL UTILITY. COMPLETION. SUBSTANTIAL COMPLETION SHALL E 7. CONDUCTORS SHALL BE COPPER, s - STRANDED 600 VOLT RATED INSULATION AT 90' I 7. THE NATIONAL FIRE PROTECTION SANITARY FACILITIES BE DEFINED AS THE DATE WITHIN WHICH MATTITUCK FIRE DEPARTMENT IS ABLE TO F. USE TYPE THWN FOR UNDER— GROUND I ASSOCIATION (NEPA). APPLICATIONS, DEVICE APPLICATION AND SIZED THE CONTRACTOR SHALL PROVIDE SANITARY k ACHIEVE BENEFICIAL OCCUPANCY EXCLUDING THE #4 AWG AND LARGER. USE TYPE THHN FOR SIZE I CLIENT / PROJECT: FACILITIES FOR THE WORKERS AS REQUIRED BY PUNCH LIST ITEMS.ANY DEFICIENCIES THAT I 8. EIA/TIA-222—G STANDARDS "STRUCTURAL OSHA AND AS PER REQUIREMENTS OF THE LOCAL #12 AWG THRU #6 AWG AND LARGER. MINIMUM STANDARDS FOR STEEL ANTENNA TOWERS AND BECOME EVIDENT DURING THIS ONE (1) YEAR SIZE FOR POWER WIRING SHALL BE #12 AWG. I HEALTH DEPARTMENT. PERIOD SHALL BE CORRECTED AT THE I SUPPORTING STRUCTURES". C- EXISTING UTILITIES CONTRACTOR'S EXPENSE. ' 8. PROVIDE GALVANIZED COATED STEEL 9. THE CONTRACTOR SHALL OBTAIN ALL Elite\oweys,zP BOXES AND ACCESSORIES OF REQUIRED SIZES TOI REQUIRED PERMITS PERTAINING TO HIS WORK WORK SCHEDULE ACCOMMODATE ALL DEVICES AND WIRING. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ARRANGE FOR INSPECTIONS AND LISTS. HE 7141 OF EXISTING UTILITIES WHETHER UNDERGROUND ALL WORK SCHEDULES ARE TO BE COORDINATED I INSTALLATION STANDARDS P SHALL PAY FOR ALL PERMITS, INSPECTIONS AND MATTITUCK FIRE DEPARTMENT OR OVERHEAD BY CALLING THE LOCAL CALLI WITH THE SITE MANAGER. CHARGES IMPOSED BY THE UTILITY COMPANY BEFORE YOU DIG. IF TEMPORARY UTILITYFOR SERVICE CONNECTIONS. 1000 PIKE STREET ELECTRICAL SYSTEMS 1. ALL FEEDER CABLES SHALL BE TAGGED AT SERVICES ARE REQUIRED, THE CONTRACTOR A. ALL MATERIALS SHALL BE NEW CONFORMING h TERMINAL POINTS AND IN ALL BOXES. SAFETY ` MATTITUCK, NY 11952 SHALL SEE TO IT THAT THEY ARE PROVIDED, AT WITH THE NEC. ANSI, NEMA, NFBU AND THEY h SWITCHES SHALL HAVE NAMEPLATE DESCRIBING j INSTALLATION STANDARDS NO ADDITIONAL COST TO THE OWNER, AND IT SHALL ALL BE UL LISTED AND LABELED. ° DATE PROJECT No.• FUNCTION, PURPOSE OR EQUIPMENT CONTROLLED- . SHALL BE HIS RESPONSIBILITY TO MAINTAIN SUCH { I' 1. ALL FEEDER CABLES SHALL BE TAGGED AT 08.26.13 7141 TEMPORARY FACILITIES FOR THE DURATION OF f TERMINAL POINTS AND IN ALL BOXES. SAFETY THE PROJECT OR AS NECESSARY. I B. TME CONTRACTORS SHALL FURNISH ALL 2. CONTRACTOR SHALL CODE EACH PHASE nus mum is COP,RIGHTED AND DRAWING NO LABOR MATERIALS, EQUIPMENT TRANSPORTATION, I SWITCHES SHALL HAVE NAMEPLATE DESCRIBING PROTECTED UNDER THE TAWS of AND CARRY COLOR CODE TO EACH PANELBOARD, I THE UNITED STATES OF AMERICA. g SERVICES AND APPLIANCES NECESSARY FOR FUNCTION, PURPOSE OR EQUIPMENT CONTROLLED. Mr UNAUTHORIZED F 7 CONSENT OF NE BSTAUSCYNO IS T-03 PREHEATED. ZONING REQUIREMENTS, — Gary Mu sci a n o, RA L.% ZONE REGULA,nONS FOR ,HE TOW OF SOUTHOLD veil I?ARose Architect ZONE* HB HAMLET BUSINESS BLOCK:03 LOT:11.1 ' 1�O 611 MAIN STREET �1' SC 2ND FLOOR DIMENSIONAL REGULATIONS REQUIRED EXISTING PROPOSED ill _. ) _ BOONTON, NJ 07005 MINIMUM LOT AREA 459 ACRES 59,187 SOFTNO CHANGE I ,i I -. V� `'"y'HONE(973)538-3815 60 FEET 1 36 ACRES NO CHANGE I .�1� �"-'. FAX 973-538-4095 "(.. MINIMUM LOT WIDTH ±298' I / , I 5 ,,,.. '1 1ili .1 MINIMUM LOT DEPTH 100 FEET t210' NO CHANGE MINIMUM FRONT YARD 15 FEET 20 FEET / m /1 \ ,.�r _ • 1 MI 130104542448411 MINIMUM SIDE YARD - 96-3 �r;5 �'0 •�17 MN 48411 P • <,n-v 10 FEET EAST 175'-5° 2954•.. MO A2009005517 WEST 122'-0" 01 , 02 . X101 '• NV 5015 NC 9671. 9;109.25 MINIMUM REAR YARD 25 FEET ±90 FEET 114'-6" / �, , 0'�� .44 MAXIMUM HEIGHT 35 FEET 44 FEET TOP OF120 LPOLE — — — — — — — — — — — — )i\ OF T TO :,.=012998 '"�rRl 03 _ANDSCAPE AREA 25 7275 NO CHANGE PIKE STREET a KSR50731.020501 SC 8651 3UILDING HEIGHT 35 FEET 44 FEET NO CHANGE uTo Ty PaE ASPHALT PAVEMENT LA 5690 UT 8470051-0301 NUMBER OF STORIES 2 STORIES 2 STORIES NO CHANGE (krT plc) MD 11039 VT 2529 --�RHEAp�RRES Nn4f N+,NF N4Jf Nmi/f N f MA 10131 VA 0401008254 DISTANCE BETWEEN _- PROPOSED FACILITY 120 9'f — — N63'45'40"E �-- - �,. n„„ ,�®,�„ ��, —306J5' ay NJ PLANNER 4351 AND NEAREST -_-_ _ _ RESIDENCE N(u')vryy'v�� DISTANCE BETWEEN / C)< � 0 --WATER METER �' CONSULTANTS EX FLAGPE \PROPOSED FACILITY , • 9 * � a pAND NEAREST 65-10"f w rO 10 , ®� j RESIDENCE PROP LINE c."------- . ExIST'c �� _ "' �° , _� �15TANGE BETWEEN 121'-10'"t BLDG ONE I HISTORIC C� • '" _ w= —W, UROPOSED FACILITY AND 71'-6°t BLDG TWO ( BLDG I�� --- •� r- — -- -- - ALL OTHER STRUCTURES 53'-0"f BLDG THREE cm �C ' � I o 1 -- ON PROPERTY 119'-4"t FLAGPOLE / I o - a 1 c R I I = t o _ �� Ass Ewsrc Exlsrc 2-STY I I- ,� •4.1 i 1-STY I BRICK FIREHOUSE 10 d �' ` I ft.���-��T BRICK O I (FF +/-130) N-0 E%ISYG 1-STY F ti �ISTANGE BETWEEN S63'45'40"W) —m— 1. -H BRICK FlREHOUSE (� I -- O 96'-3"f (FFR/°3E0) y�I (FF +/-124) �.. ROPOSED FACILITY AND 12 00' . 1 175'-5"t -• ROADS, RIGHTS-OF-WAY '$ I II:PROP FUTUREo pi ii N« I DRIVEWAYSCARRIER lir �C°ai' .2 25'—e*EQUIPMENT I S _VIII w % $ 9 05.20.15 FOR FILING F%ICYG EXISTG 2$ To: wWAREAS r MD .R - ^-1 1 \RESIDENCE VI41 -1 6@ IEwsa'G D YWE I(TfrYt i I I 'I ^ 8 09.01.14 FOR FILING I o - �1 A S "AI( r i 7 04.15.14 FOR FlLING E% TREE(TYP) 117S' PROP METERI,-..� "Jy P al4-N T T 1-STY FD BANK ON BI DG ryll ~ ® I. V c a I 6 03.21.14 FOR REVIEW EXISTS WOODS 'i PROP 120'TELECOM UNIPOLE ^� ' I I UNIPOLE I^ r'(TO REPLACE E%ISTG) �,J ' �, 5 03.17.14 FOR REVIEW IIS o1\' ,T ISYG CONE RETAINII''1G WALL �f o '�I . ROP MESA SP�IAI'7iCd91NET '� I 4 02.19.14 FOR REVIEW �PRDP LIPA�gTRAhsk RM ERII i I; d i % 3 11.20.13 FOR REVIEW % 8H � / rtt 5.67'��� ASP L-___-- �u(')-, DD,s t 2 11.05.13 FOR REVIEW _ H A( T `FIBER AND 1 PRI IARY) ir• I N. _ LI _. I .'9-R p t WIDTH + 1 08.26.13 FOR REVIEW 2A f �� \PO��I ��' STORAGE �' aL'' —...-'� —`/ �— e II ExISYC SIREN POLE • �'__________J-I N0: 647E I ON N ® C N 1-STY m >1. �' f SUBMISSIONS d P U fI I rt- R OF PROP BLDG 1 v.- `� I I N� I a 1 f VI, APPROVALS: \ c2-.3O5' 44 i A c::ij — _ ,C, 7 1 • ®1` 15 q� 1 � �= ®i 8 S67'30'20_10 557'40'20"'W w ^ 15 00' 107 f T I I \ I �- I I I I / I 1.--------.... -- _ 1 / I I I_ ` CLIENT / PROJECT: I / I C _P • I I Ilft Elite�owers,u' I / iI I ES -1 � � • m m 7141 �_— — MATTITUCK FIRE DEPARTMENT I 1000 PIKE STREET I I MATTITUCK, NY 11952 SITE PLAN Il I I PRaE�" I ,. 08.26.13 7141 f" 0 25' 50' 100' 150' I 1 I I I THE UMIID STATES of AMERICA � Na PROTECTED UNDER THE LAWS OF I I ANY UNAUTHORIZED USE OF THE DOCUUENE YIfTIfOIIF IARITTDA COl6ENT OF HERI)ST/MUSOANO 6A-01 n I I PROHBBED 2013 EXISTING APRON LE I APRON • FLAGPOLE I 7 _ �++ } 4 Musciano, RA f < .� Architect DOUBLE BAY FOR FD TRUCKS ,f' ? Qd MUSS.-, 1 1 l-' Ak ,, 611 MAIN STREET PROP. FUTURE CARRIER r` _ ( (7� e _'' • 2ND FLOOR EQUIPMENTP. UCABINETS - 1 a iiiv BE , NJ 07005 ON PROP. FUTURE 4,. `1 N.HONE(973)536-3815 kr,L+-: sl-� f FAX 973-538-4095 STEEL PLATFORM W/ -I ; + yJ1 T'A PP SCREEN ENCLOSURE • `' ' ' --� 'I'R C-'.. 8 MI 1301045424 NY 'A .z pN MN 411 r EXISTING �TFIRE q u2 1 &$�.•"a I'IA yo p00�°15 5 PRO-0$ED CABLE STATION T•OF �� NC 9671 4 NC 9671 BRIDGE , •,:,-•.52 OHIO 9510925 AR0014044 PA RA403281 GA RA 012998 RI 2030 SC EXISTING HVAC, TYP. ° KSRA 50731020501 TEXA551 15417 PROP. FUTURE LA 5690MD UT 8470051-0301 VT 2529 CARRIER NATURAL '0 MA 10131 VA 0401008254 GAS GENERATOR ❑ NJ PLANNER 4351 EXISTING VENT 0 , CONSULTANTS HOOD, TYP. o PROP. FUTURE CARRIER EQUIPMENT CABINETS ON PROP. FUTURE EL � ' ' -- PLATFORM W/ SCREEN ENCLOSURE \\ 10,r L X - I 9 05.20.15 FOR FILING " IL PROPOSED CAELE 8 09.01.14 FOR FILING �� FIUNG I. Er - 1TBRIDGE 7/ 6 03.621.14 FOR FOR REVIEW EXISTING - PROP. 800A METER BANK5 03.17.14 FOR REVIEW 1_sr' (MTD ON BLDG) _ _ - "FD OFFICE _ EXSTG. WOOD POLE TO BE REPLACED 4 02.19.14 FOR REVIEW BLDG PROPOSED MATTITUCK FD WHIP ANTENNAS MOUNTED AT TOP OF PROPOSED UNIPOLE 3 11.21.13 FOR REVIEW PROPOSED 120' HIGH TELECOM UNIPOLE 2 11.05.13 FOR REVIEW TO REPLACE EXIST'G WOOD POLE 'OUTLINE OF PROPOSED MONOPOLE 1 08.26.13 FOR REVIEW FOUNDATION EXISTING EXIST'G CONC. RETAINING WALL ASPHALT PARKING LOT NO" DATE SUBMISSIONS PROP. 42" HIGH, 6" DIA. - W/PAINTED STRIPES BOLLARDS, (6) TYP. APPROVALS: ____>< \ / PROPOSED MESA SPAN CABINET • max\ PROPOSED LIPA TRANFORMER 0 ! flflflflflflflflflfl 0 Ir f10'-1' EXISTING ASPHALT PARKING CLIENT / PROJECT: LOT (2 -4" CONDUITS (1 FIBER AND 1 PRIMARY Elite\Owers. 7141 11 MATTITUCK FIRE DEPARTMENT 1000 PIKE STREET MATTITUCK, NY 1 952 DATE. PROJECT NO• 08.26.13 7141 a 1 COMPOUND PLANPROTECTED UNCER DE INS DskN s COPYRIGHTED AND dtAwwD No 0 8' 16' 32' 64' OF UW1JUIOR®USE OOFFSTHE UNITED STATES OF ALMA. A-02 PRIM=OF MQiBSf/IAISCNHO 6 PROM= 2013 „ � Musciano, RA i. ,�5� �) Architect -,4,,..„,-- 0A 611 MAIN STREET . 2ND FLOOR ‘' - BOONTON,NJ 07005 1 w :, X i A ;PHO FE(973)538-4095 FAX 973-538-4095 ?q?'T•.'51117` '` A, PP ��%., v. r►*132'-8'AG.L TO *13Y-6'A.G.L T0� a .,---.:4” •-'r MI 3010454 TOP OF WHIP ANTENNAS TOP OF WHIP ANTENNAS 1 1 ..o' A ,2°°66'1715 FUTURE TOWN OF SWIHHOLD FUTURE TOWN OF SQUIHHOID(� " MATI11UCK FIRE DISTRICT---- --- 'SINCLAIR-SD314-HF2P2SNM(ONE ANT.)C/L 126'-7' SINCLAIR-50314-HF2P25NM(ONE ANT.)C/L 126'-7"Y ----- OF MATTITUCK FIRE DISTRICT .,1 • �� V 15 SINCLAIR-SC329-HF2SNF(DOO-G06) CA 126'-7' FREQUENCY OF TRANSMISSION-(MHz)483 FREQUENCY OF TRANSMISSION-(MHz)483 SINCLAIR-SC329-HF2SNF(D00-G06) CA 126'-7' W NC'9671 FREQUENCY OF TRANSMISSION-(MHz)465 ( ) ;.-•052 OHIO 9510925 FREQUENCY OF TRANSMISSION-MHz 465 FL AR0014044 PA RA403281 OIE- 1---\ *120'-0'AG L TO *120'-0'AG.L TO �--I E INFORMATION CONTAINED ON T TOP OF PROPOSED UNIPOLE TOP OF PROPOSED UNIPOLE" T\ IL RA 01.0202998 RI 2030 ESE DRAWINGS HAVE BEEN �I� 1 IL RA 001.020501 SC 6651 AKIN FROM 1)A SKETCH FOR I VERMIN WIRELESS INSTALLATION VERIZON WIRELESS INSTALLATION 11 PROPOSED 36' KS 5073 TEXAS 15417 MATTITUCK FIRE DISTRICT'BY PROPOSED 36' �1� �AMPHENOL CW�17(063X25%00(ONE MLT. C 115' AMPHENOL CMAMi(063X25X00(ONE ANT.)C 775' 11 DIAMETER AT TOP DIAMETER AT TOP ) LA 5690 UT 8470051-0301 OU CORNACCHIA OF'SCINETX', I� FREQUENCY OF TRANSMISSION-(MHz)777-787 FREQUENCY OF TRANSMISSION-(MHz)777-787 1 OF POLE MD 11039 VT 2529 D 2)DRAWINGS ENTITLED OF POLE AMPHENOL CWWIf063X25X00(ONE ANT.)CAL 115' AMPHENOL CWWXO63X25X00(ONE ANT.)CA 115' PROPOSED ADDITION& FREQUENCY OF TRANSMISSION-(MHz)1970-1990 FREQUENCY OF TRANSMISSION-(MHz)1970-1990MA 10131 VA 0401008254 IF-RATIONS TO THE MATTITUq( III AMPHENOL CWWX063X25X00(ONE ANT.)CA 115' AMPHENOL CWWX063X25X00(ONE ANT.)CA 115' III NJ PLANNER 4351 RE K Com.RELF,NEA ARCHITECT, BY CT. --\ FREQUENCY OF TRANSMISSION-(MHz)2110-2130 FREQUENCY OF TRANSMISSION-(MHz)2110-2130 --- ;Di CONSULTANTS •ATED 08.28.1995,AND AERIAL I \ 11, 'HOTOCRAPHS,PUBLICLY VAILABLE PROPERTY DATA AND .1. \\ % .11 •TREK INFORMATION PROVIDED ,f }.- AL FUTURE WIWI FS.S R/C RI OCKS-ITE FUTURE WIRELESS B/C BI OdCS-17E� _,i •Y ELITE TOWERS LLC..THEIR i1 / FUTURE ANTENNA MODEL CA 105'&95' FUTURE ANTENNA MODEL C/L 105'&95' \ 111 GENTS AND REPRESENTATIVES. I / FREQUENCY OF TRANSMISSION-(MHz)734-740/740-746 FREQUENCY OF TRANSMISSION-(MHz)734-740/740-746 \ �I'I -__/ FUTURE WIRELESS A BLOCK-CELLULAR FUTURE WI ESS A BLOCK- • I AR \ Ni OTE- FUTURE ANTENNA MODEL CA 105'&95' FUTURE ANTENNA MODEL C/L 105'&95' E INSTALLATION OF ALL '1' FREQUENCY OF TRANSMISSION-(MHz)869.04-879.99/890.01-897. FREQUENCY OF TRANSMISSION-(MHz)868.04-879.99/890.01-891.48 I' z COMMUNICATION EQUIPMENT FUTURE WIRELESS A-3/A-4/E-1 BLOCKS-PCS FUTURE ElaLEILISP ESS A-3/A-4 -1 B OCKS-PCS 111 MI- S SUBJECT TO STRUCTURALFUTURE ANTENNA MODEL C/L 105'&95' FUTURE ANTENNA MODEL CAL 105'&95' = z.FlCATION FREQUENCY OF TRANSMISSION-(MHz)1930-1945/1965-1970 FREQUENCY OF TRANSMISSION-(MHz)1930-1945/1965-1970 OTE- PROPOSED 120'HIGH UNIPOLE I - PROPOSED 120'HIGH UNIPOLE COLOR OF POLE TO BE 'ADOMES O 90'-BO'AND 130'-70' COLOR OF POLE TO BE I BLUEOR FUTURE CARRIER BLUE/CRAY AS PER TOWN OF I SOUTHGRAY AS PER TOWN OF OLD CODE SECTION • OCATION SOUTHCLD CODE SECTION I 280-72A(7) 260-72A(7) I t T •YAGGI ANTENNAS WILL BE i 8 09.01.14 FOR RUNG QUT0.L30'T (4' I 7 04.15.14 FOR RUNG 'ARRT))BOTH ANTENNASAS FACE E DIRECTION(110'SOUTH OF I •UE EAST) MATTITUCK FIRE DISTRICT-\ i y. 6 03.21.14 FOR RENEW RFS-201-7N(ONE ANTENNA)C/L 64.7' \ r-MATNTUCK FIRE DISTRICT FREQUENCY OF TRANSMISSION-(MHz)450-460 MHz \ RFS-201-7N(ONE ANTENNA)C/L 64.7' \ ___ dMATh1UCK FlRE DISTRICT MATTNUCK FIRE DISTRICT / FREQUENCY Cf TRANSMISSON-(MHz)450-460 MHz 5 03.17.14 FOR REVIEW `-- COMMANDER-7142-2CN(ONE ANTENNA)CAL 68.5' COMMANDER-1142-2CN(ONE ANTENNA)CAL 66.8' MATTITUCK FIRE DISTRICT& FREQUENCY OF TRANSMISSION-(MHz)46.34-46.46 FREQUENCY of TRANSMISSION-(MHz)46.34-46.46 _/__ NATTITUCK FIRE DISTRICT 4 02.19.14 FOR RENEW RFS-BA1010-2(ONE ANTENNA)C/L 629'4 _ RFS-BAIWO-2(ONE ANTENNA)C/L 62.9' FREQUENCY OF TRANSMISSION-(MHz)155MHz ' I FREQUENCY OF TRANSMISSION-(MHz)155MHz 3 11.20.13 FOR RENEW 2 11.05.13 FOR REVIEW MATNTVCH FIRE DISTRICT NATTITUCK FIRE DISTRICT-__ 1 08.26.13 FOR REVIEW MATTTUCK FIRE DISTRICT& 1 "K LAIRD TECH Y(B)4506(TWO ANTENNAS)C/L 30' LAIRD TECH.Y(B)4506(TWO ANTENNAS)C/L 30' \ d MATTITUCK FIRE DISTRICT COMMANDER-1142-2CN(ONE ANTENNA)CAL 46.6'4 \ I FREQUENCY OF TRANSMISSION-MHz 483.466 FREQUENCY OFF TRANSMISSION-(MHz)483,486 MHz \\ I'r COMMANDER-1142-2CN(ONE ANTENNA)C/L 46.8' NO MTD \ ( ) / SUBMISSIONS FREQUENCY OF TRANSMISSION-081z)46.34-48 46 \ I NHz(�gE NOTE) (*SEE NOTE) \ / FREQUENCY OF TRANSMISSION-(NHzN6 34-46.46 - "V TOP OF ROOF RTO IDGE I \ I I TOP OF ROOF ID ±44'-rOF ROOF.RI GE& \ I FUTURE CARRIER EQUIPMENT ON FUTURE CARRIER EQUIPMENT ON \ I TOP OF ROOF RIDGE 1 \ I PROPOSED STEEL PLATFORM W/SCREEN \ I I 1 1 PROPOSED STEEL PLATFORM W/SCREEN \ ilk EXISTING FIRE 1 \ I ENCLOSURE(PROPOSED FUTURE CARRIER EXISTING FlRE I ENCLOSURE(PROPOSED FUTURE CARRIER ; I ----A STATION APPROVALS: STATION \ ; EQUIPMENT PLATFORM BEYOND)(NIC) EQUIPMENT PLATFO M BEYOND)(NIC) \ / A33T-2'AC.L TO 331'-2'A.G.I.TO gib E. I I LE TOP OF PROPOSED TOP OF PROPOS7=D4 \ �A / / EQUIPMENT SCREENING EQUIPMENT SCREENING \\ \\ *22'-3'A.G.L TO& I $#22'-3'A.G.L.TO I \ TOP OF PARAPET j TCP OF PARAPET. --.____.\ • ' / 1 'TO TOP OF ROOF..�G�..=: .� .�����..�����.���..�,TO TOP OF ROOF \ I ._._—_-----_---_�_. �..�� ' ..... .......•....., 11 11 .........., ....... iiii Hi iii Mit III WRIT SRI I:RI(, WA�RRIRi. A6AAl 9 - �� �ROPOSEDTO BE TCABL BRION ROOF +�_.__ -.-.__....._._�_ -J�_- -___ ____--._ PROPOSEDTO BE ALLm ON ROOF------'''.7.=- - lin 1!1 IH IND' t.'. I NMI ,,. 11*II 1uII, ,TMT. !i• ■E�:, la OF ETOSTING FD BUILDING. OF EXISTING FD BUILDING. '^"" ' V� 111.111111111111 I. r '4�WRW r1I1i11 CLIENT / PROJECT: iiRUM. u1ulia. .mill t• R III [lii IIII . - I ,- :huh . L . X11 �-1 III . !Rug ■u. �F ,•••, aR ._w,� �r_ il E� I____.1 I I U I L J I II II II IL I I II II I L�mio I R O �� N IN =' — Elite�ovvers,is EXSTG FD ANTENNA 1111181 CABLE OUTLET TO BE I 1111191 I BRIDGE OVER TO THE NEW 1111101 PROPOSED ANTENNA UAW W I PROPOSED 44'DIAMETER 71 41 312'-0'AGL AT BOTTOM OF POLE L-c MATTTUCK FIRE DEPARTMENT 1000 PIKE STREET ELEVATION A �r.0))) ELEVATION B MATTITUCK, NY 11952 1 047E PROJECT NO /` 08.26.13 7141 0 8' 16' 32' 64' 0 8' 16' 32' 64' THIS DCOPYRIGHTED AND OWNING NO PROTECTED @NIDEA THE TANS OF 1. 1 11.1.1.1111111.1i17 1N€UNTIED STATES OF AMERICA CANY UNAUTHORIZED USE OF ONSWILMOT A.03 CONSENT OF NERaSf/MUS(SMUSCTIS MIO PROMPTED 2013 • usciano, RA PI..u.I Data 5..t 2C1.7N 1411 •ei•auct D.SM1ect C01.7N /, V��q •' MU , ��� Architect Statbuaffierla Ctrn/fiaaelem Antenna 950-470.7 1®l NFM1aIB11:Mid D„� 3[]-6.12 MMz, De.1 v �: `O.. 2ND FLOOR I^^'�+r IbteO.zaleri180ent FDRgIDOAtlbme,coram T+ma Nre.lde I / 1 A 611 MAIN STREET • c IMMIX= V <+ J``r.: BOONTON, NJ 07005 Imf.e.azae�e a.zcdgm..Y.ta. Len:1:5 ik��q1�(� HONEN073)538-3815egalk �•�jr�R�♦ •♦��r•!��♦� mar�ara�...vdr/ abr.esrre •m•••°•,�• 4'r4--•-,.i+ 'YI` 1 � FAX 973-538-4095 at•,tor,41�j•�+♦� �1���� ihp�1:�♦`* Tmsbba+ear.amu/wnrrr.. ....nom°" ' a(ine w. T • �r 14400arr..+rarr—rrrrvb,aeuTm,lw ml s•,• Ir�C. �\ ...rn!!1\ �hrr�n/\ .r!e/I.I�Dp. ay..eay�•—s Mal letIOVA0nrmearaw.m 80•- 1301045424 \�BI� w! �+�\YI AVa' i ��� NJ R�A,�L MMN I 48411 , '� ITa� \rtir4 4 0.11 trwarta � .. �A`9 O� O^i0. ..:41. MO A2009005517 •.a.s.•...�m...,e.m„�w....®Y..,..._- -.mr.d.e-.ra.,a.Yw r,...e.w ♦i'DAbO����� i �►j��4f111b� 4� "e ,. ..�. .•� .. Y.,... ........r....e..... 31si�� �%I; •.♦� # # aMir.ru.r—Ya IMCCia//1••oaar••if I _ '��.'f���niii��:Y� �.• ••�i��i 1u' •�•��f w:m./®ar+rrmobamt• I �? � . ,w j V ofIR, (� De..Finge •••. ••-�O ' 4flIFIa .♦• soarMt..-mar..na/lmalt•/D.I.euw• f y' �+: 1i o Y.. IION 67 nW `r"w rY •1•1aM•••♦ •♦•frr►•0• �/rlrra�rmm. - _ .>�.D..a.o _ ♦ ALUM ♦ •♦yrr� ♦ I ' ' N- . I ss 092 i 5 a.•nwea ilei ♦�rr*� ♦rrA♦ aa.ea.a.-Inmarraermrr%aryrvnra v �.f WARN r S'S'ry �'i'" FL .,- .052 PA RA403281 v..�..... ... 16D' MO' aa4•Nr.ra—Dr 2Iar.rmrAamb.an,yl .0 ,-` - GA RA 012998 RI 2030 v.rwer. 1«.,.,1 _ �0~' 4...nm.w..M.Palla so.wrv..o.....a..w..Umar IL RA 001.020501 SC 8651 bahY•m6].Ue... OWN Cr^a.-1lraargaa/11101M a.ba 15.105-).6 ma•F--I ao..n.a.. Sa bt a KS 5073 TEXAS 15417 W. .P w.w 1O a=lullb.Mr—ibabil n/aOCFaewa/Yra " mv.. 14•..R A.-1rar1WdCCIoYaLMrD1111M LA 5690 UT 8470051-0301 MD 11039 VT 529 to•woor7Vemea • ,.., Y <• ✓+ MA 10131 VA 20401008254 m a.r• rI z7�m '4�*a.. NJ PLANNER 4351 attrananti....1...> MIMI`" o'�f. ;• a CONSULTANTS - w.....Dz.Ia,eaN 004(160, Ir �Mn/+��/� Soomet,V•LWRmN 0.2541. I Y�� w eY...+w.e.0uu.. ..ea Jrrrm. a aMl AA 1 tie MU som...nmda am. ) I ..4.4.k- ‘ waowa. .a -- 9m .5301,1.0. me.PM 1awtI C.L"..:1IYe :mom�.rwa �•r:� d ; .Oa..Dus rw.D mm ON SII.r7slmnsaaaaa) . r•• .1.4YUPl : {y _+•-__ —•'1..........)m..) e,..al.me7.>t.aar - ."="0=1.11111.11 1........ 1.wY...d.•..r. @06061.b.b...r.b r. A L maw1 arae. i ,sDThe aa.en.nea ,i m+-Tx I ... I.wbaanzan len, 9 05.20.15 FOR RUNG 'g RPS mo OI.•rOnaa•b I m+•7N I I...04.02.1013 .............. ...... �.____w. ._r d edear..�......m. ..rr....q.a. �.� ® ® ,....6..D.. man,.a,.....•um.,m. Fa,AA...,..D,<...,, y-1...w..� 8 09.01.14 FOR FILING 7 04.15.14 FOR RUNG 6 03.21.14 FOR REVIEW . 1 201 -7N ANTENNA SPEC. 2 DB404L ANTENNA SPEC. 5 03.17.14 FOR REVIEW SCALE: N.T.S. SCALE: N.T.S. 4 02.19.14 FOR REVIEW 6Rm - t�ys9 x a, ,WW t 3 11.20.13 FOR REVIEW r ►lb.N1.�/FL.�.Mr.,,9Fi7..:1$NF�• I db •F�. x - ' F' ., `• 2 11.05.13 FOR REVIEW Item#Y4506,Directional Vaal.Antenna N i ,a: Y L i 1 08.26.13 FOR REVIEW DI,.Uonal Veyla Antennae 111...........0......1.1.11... - Y ;'• $ ._ '3 NO.: DATE I .srr•ra.r.rrr•�gos.. .: .7.1,' 4S moi.°�oa`an..... .'•D..1�.1..11i.1': `Y � la k x k' SUBMISSIONS AL I •XV I...oaa..aea.ewe.v.e.s...a..rw 1 APPROVALS: •WI Co..... a MOUNTING ..▪ .I... a«H -.r --1 - INSTRUCTIONS mr.ro —_ SPECIFICATIONS ..... 1.11.De. o..a.q ✓NPA alp .a. I... ter MIS--11011111.Sum= =117..,W r /r•...-gab Ali-0.•.a../.•.r1 0..e. • 0..•1.1. NI.* PO/...1 SY A.rr D.D.r r m...i a(u.. NI. PO.Safe rr.•.....1•11.M.. O. ...a0 r•V.rtW.,n.003r •M fir.+or s.•s0.400...s Yui i.. e.-tl,h...J.1 sorra real.e.,•ea mm licay ea•100.1 fa assbes *Yie�q mfNp1•,ID.i0W.A .nlo pa.*M•a..r.rrY Pew_ renin rat es I.magi magi.r el.*Y ween/. ,-...-tine•.r1.. .W r.wY. rZIOrM...enema +cam W M/u MEM 11=11:11011 Goa 1...•m •.�(11 pa®Y �afYY.l. /r�__ e�lafa\arae •... N. �'rt I.Ma Y a1. Tata• venni 310 a•/.w...,r .11.lr.r.r ..............1.1.111111. CLIENT / PROJECT: Er.rum.a.T eau.) awn,b rMO.,r•a.n itafta•••rs••..al�r•itlOO..a rre.re• case..br.YL.r..o.r•M N x CA• 0•C.0®..wenn ad War'r11��j� ISM 1 ••.,w.. .alb le 1.8n •• V/•r...6 C � 1 Elite�owers,>.� • I •Y...4.r e. ,1WA�Joaorr�s.2 ..._ afCDr a.,.LIDm./P ea ,~_t •a I .,10106 I ..A I Y....<....1 7141 ........W. DECIBEL PRODUCTS. INC. 6nrM131Na I al MATTITUCK FIRE DEPARTMENT 1000 PIKE STREET MATTIITUCK, NY 11952 3 Y4506 YAGIS ANTENNA SPEC 4 BA1010-2 ANTENNA SPEC. 5 DB-205 ANTENNA SPEC °I� PROJECT NO SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 08.26.13 7141 THIS DESIGN IS COMMIE)AND DRAWING NO PROTECTED ULCER TME LAWS OF T0E UNITED STATES OF/YMCA. ANY 0NV1IN3RIZED USE OF 1ME CONSENT F HERB N'RNS7t 4 CONSETNf DF MFRBif/rtISfIAHO 6 . PNIMISIfED 2013 \ GROUNDING NOTES: G LD�'c' Musciano, RA THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY �fl, Architect, SEQUENCING GROUNDING AND UNDERGROUND CONDUIT (".':-S<." .}I• Up INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN `ti 4 C� 611 MAIN STREET �' (�i THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 2ND FLOOR \� DRIVEWAY SdAk-'\tS ' . C EXISTING 'cq- -{ EXISTING FIRE V a. 0 BOONTON,NJ 07005 Q 0P STATION ROUTE ALL GROUND WIRES IN A NEAT AND ORDERLY "1'_*1� 4 HONE(973)536-3815 E` y4 �1 Ie { //� MANNER. Lli In FAX 973-538-4095 ep /�'\� EXISTING 10#2 AWG BARE COPPER WIRE 1 G fes ' ?�i►'}�' t, PP Gi!�i �� i � ii� HVAC, •' C-807 A, MI 1301045424 POJ i ;.. TYP. IP Q NY 1••, -"v MN 48411 ��mo// / 2 5/8"0 X 10' LONG GROUND R , ROD COPPER WELD q zCht2�'. .` O MO A2009005517 �• o:' MA1 H 65 o�F, ��`��� �� � ()ANTENNA GROUND BAR (CIGBE). ;,.,;_ d iii•. %ice/i4/ V PA 85 %i•//;y�Gi�� EXISTING AI20014044 PA RA403281 01' ��� ��G�����/��l P LOT G ®EQUIPMENT GROUND BAR. ILA RAA 0001?020501 SC RI 2030 8651 OM ` ����o�����t O /�// 50#6 AWG KS 5073LA 90 TEXAS 15417 UT\-/. ii� MD 11039 VT 2529051-0301 ® \©COAX GROUND KIT. MA 10131 VA 0401008254 02\ • HOLE LUG. NJ PLANNER 4351 FUTURE0 CONSULTANTS (NIC) �O#4 SOLID SOFT DRAWN TINNED CO. o. ��' ` '. TOP AND 11 GROUND CLAMP, (2) 2" IPS.D BRAID i� BOTTOM AND #4 SOIF TO 3 1/2" IPS. PIPE. EXISTING VENT h 6�i��''%`` HOOD, TYP. i �4���Gi:, • OPOSED 120' ©COMPRESSION CONNECTION. �� FUTURE �o, UNIPOLE -- (NIC) � ��. 4 ONNECT TO OCADWELD CONNECTION TYP. ECIEEMEll �G•�i� ii/G� `' \ PROPOSEDKILEMINIEC O i i �i GG� i --�- UNIPOLE GROUND s ,. N.• RING -- { ,r,./, PROPOSED MESA t GROUNDING NOTES PROPOSED c ) / SPAN CABINET / 800AMP METER •:.".�- /1 1. GROUNDING SHALL COMPLY WITH NEC ART. 250. 7 05.20.15 FOR RUNG o BANK ON - BUILDING f\ - /4 2. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS 6 09.01.14 FOR RUNG \ (2) 4" SCHED. 80 1/ c/ USING MANUFACTURERS COAX CABLE GROUNDING KITS SUPPLIED BY EXISTING FIRE (TOS•) f 1 / AT&T. 5 04.15.14 FOR FILING STATION •T ALL POST \ OR PER UTILITY a c/ PROPOSED ` \�\ Mira°, /,/ c/ 3. USE #6 COPPER STRANDED WIRE WITH GREEN COLOR 4 03.21.14 FOR REVIEW POWER.TO NEW MONOPOL O " PRIMARY) TO / c/ INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE 3 03.17.14 FOR REVIEW PROPOSED GROUND RING CONNECT cT ,,�A EXISTING POLE /� / SPECIFIED) AND #2 SOLID TINNED BARE COPPER WIRE FOR BELOW METER BANK ( f UN PRO, PO O - \,. /t c/c GRADE GROUNDING AS INDICATED ON THE DRAWING. 2 02.19.14 FOR REVIEW SEE DETAIL 4' GROUND RIN 0 \� \� /�/ 4.c/ ALL GROUND CONNECTIONS TO BE BURNED HYGROUND 1 11.21.13 FOR REVIEW p 4/E3 \� / / COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD. 9�� �� \r` �\yN/‹..)4.(1,,,., (/c DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH NO. DATE: SUBMISSIONS \ &A TYPI A , PROPOSED LIPA \ c GALVANIZED STEEL. ON ALL TRANFORMER ." 6 HANDHOLE (AS REQUIRED \ ANTENNAS 5. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND BY UTLITY CO.) STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. APPROVALS: '� ELECTRICAL AND GROUNDING PLANPROPOSED 800A SERVICE GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. CONDUCTORS IN SCHED. 80 HANDHOLE (AS REQUIRED ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE BENT 1/16" = 1'-O" CONDUITS OR PER UTILITY CO. BY UTUTY CO.) AT 6" RADIUS WHEN NECESSARY. FROM EXISTING UTILITY POLE 6. CONNECTIONS TO MGB SHALL BE ARRANGED IN THREE MAIN ELECTRICAL GENERAL NOTES GROUPS: SURGE PRODUCERS (COAXIAL CABLE GROUND KITS, TELCO 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND 13. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING AND POWER PANEL GROUND);(GROUNDING ELECTRODE RING OR WORK TO BE PERFORMED UNDER THIS CONTRACT. CONTRACTOR IS RESPONSIBLE FOR ALL HELD RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE BUILDING STEEL);NON-SURGING OBJECTS (EGB GROUND IN BTS) VERIFICATION. SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 7. TO GROUND BARS BE WITH TWO 2. THESE PLANS ARE DIAGRAMMATIC ONLY, AND ARE NOT TO BE SCALED. 14. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL HOLE. CONNECTIONS TYPE COPPER LUGS.SHALLABEY MADEOXIEE INHIBITINGTTWO 3. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, APPLICABLE CODES. COMPOUNDCOMPRESSIONO ALLTYPE LOCATIONS.O INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND 15. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS ELECTRICAL WORK. 8. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 16. CONTRACTOR IS TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY GROUND CONNECTIONS. CUENT / PROJECT: 4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOK-UP COSTS AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH SHALL BE PAID BY THE CONTRACTOR. BRACKETS AND COAXIAL CABLE MOUNTING CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY 17. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CATALOG CUT-SHEETS ON ALL GROUND 9. BOND KITSANTENNA TO EGB PLACED NEAR THE ANTENNA LOCATION. UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J' WHERE SUBJECT TO NON-SPECIFIED ORIGINAL MATERIALS AND EQUIPMENT. SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL 18. UPON COMPLETION OF WORK, CONDUIT CONTINUED AND SHORT CIRCUIT AS WELL AS 10. TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR EliteSAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIAL SHALL BE GROUNDING TESTS FOR APPROVAL SHALL BE PERFORMED. CLEAN PREMISES OF ALL DEBRIS PROJECT CLOSE-OUT GDROUND SYSTEM Eliovvers. u. MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, AND RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. NBFU. 19. CONTRACTOR TO VERIFY ALL ELECTRICAL DEVICES SUPPLIED WITH THE PREFABRICATED 7141 5. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. EQUIPMENT CABINETS. CONTRACTOR TO SUPPLY AND INSTALL ANY ADDITIONAL EQUIPMENT 6. CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, REQUIRED FOR A COMPLETE INSTALLATION FOR THE PURPOSE SHOWN. MATTITUCK FIRE DEPARTMENT COUNTY, LOCAL CODES AND O.S.H.A. 7. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR AFTER POWER & TELEPHONE UTILITY GENERAL NOTES: 1000 PIKE STREET THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE 1. UTILITY POINTS OF SERVICE AND WORK/MATERIAL SHOWN ARE BASED ON PRELIMINARY FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT INFORMATION ONLY. PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSE ONLY. MATTITUCK, NY 11952 THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT 8. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE. WORK/MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS DATE. PROJECT NO• 9. PROVIDE THE OWNER WITH ONE SET OF COMPLETE ELECTRICAL "AS BUILT' DRAWINGS AT THE AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL 11.21.13 7141 COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS AND CIRCUITS. WIRES, CABLES, PULLBOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER - 10. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTIUTY COMPANY FEES AND THIS DEMO,IS=MOM AND DRAWING NO OVER TO OWNER AT JOB COMPLETION. INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. PROTECTED UNDER THE LAWS OF 11. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUIT WITH COMMON NEUTRAL CONDUCTOR FOR THE UNITED STATES OF Aor THE E-01 Alf(UNAUTHORIZED USE OF THE LIGHTING FIXTURE. QST Cis 12. ALL CONDUCTORS SHALL BE COPPER. PROISEIRED 2013 © © CONDUIT SIZE AS SHOWN ON DWG TO ANTENNA TOWER LEG 1f Murciano, RA 0 �C, INSULATED GROUNDING BUSHING ANTENNA GROUND BAR "S5� 41. IMi(J,st, L.,. Architect611 l ' Oi" a '` I 0-Z GEDNEY TYPE HBLG (CIGBE) TOP OF TOWER S" C.) +� :414' t:67,2144241t (1) 2 ® /4.0/�® 4." SIZE TO SUIT • (SIMILAR) (� Q l BOONTON.NJ 07005/16' oo NOTE 1 SEE DETAIL 1/E '�' 2ND FLOOR p ° p ` * n IHONE(973)538-3815 �, - ° ° D ` #6 AWG BCW ✓r- t� ��� FAX 973-538-4095 00 , STANDARD GROUND ��."��'ri. +� 1 �� PP o o °T 0 0 °1 0 ° • v HUBS, ONE HOLE © l ®o 0 d 6�,v mn T&STRAB SERIES 39IGHT 00 (TYP.) LUG � o KIT TYP. SEE l'_ 80, MI 1301045424 d .` SIZE TO SUIT DETAIL 3/E-02 /F.,-,--,-,-747':"--' "� lo 1 SEE DETAIL 2/E3 ` , v / L O GROUND Y MN 48411 r N . - GROUND �' 2dA�•�•• � Mo Azoo9oossn LEGEND > 1 , „,s` v a` v ` ,�i , 4--, LUG -.� `�,C4�.. NV 501poi, 51,n 1- COPPER GROUND BAR,1/4"X 4"X 20", NEWTON INSTRUMENT CO. CAT. NO. , `.- . I '""4-'4. 2 MAY`, wow {yq; B-6142. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION �__1-=_ 5 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3051-4 ANTENNA GROUND FL M0014044 'PA RA 1 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 HEAVY DUTY WATER #6 AWG (PROVIDED I BAR (CIGBE) GA RA 012998 ,RI 2030 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 PIPE GROUND CLAMP W/ GROUND KIT TYP.) BOTTOM OF TOWER IL RA 001.020501 SC 6651 5- 5/8-11 X 1" H H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 T&B SERIES 3900 SEE NOTE 1 SEE KS 5073 TEXAS 15417 / SIZE TO SUITLA 5690 UT 8470051-0301 WATER METER y2/0 AWG BCW I/ •01, DETAIL 1/E-02 MD 11039 VT 2529 MA 10131 VA 0401008254 1 GROUND BAR DETAIL rii I CADWELDNJ PLANNER CONSULTANTSa35, GROUNDING DETAIL -I- I GROUND LUG #6MEM. 1001108 LUG ANTENNA CABLE CEMENT GROUT , , EXTERIOR GROUND KIT VERIFY WALL THICKNESS & TROWEL SMOOTH TYPECOAX CABLE GROUND BAR WITH SURFACE ON WALL OR (TYP. FOR LUG ON ANTENNA INSULATION CONT. BEAD OF SEALANT ALL) AI I -- TOWER PASSESI AROUND PERIMETER OF PIPE SEE DETAIL 1/E3 IIIII "I ' THROUGH PIPE , METAL PIPE-REFER (2) #2 AWG BCW SLEEVE- SIZE PIPE TO FLOOR AS SPECIFIED TO CABINET MIREAEILE -- SLEEVE PLAN FOR II 0 0 0 0 O o _.*:==:- -;, SIZE NOTES: HHHH III 1. NUMBER OF GROUND I TOWER OO o o" ,o,0 E O MIMIIMEM11 BARS MAY VARY r-1 / FOUNDATION Mak DEPENDING ON THE TYPE 1_ i I I{{{ __ _ __ OF TOWER, ANTENNA I �_#2 AWG BCW 7 05.20.15 FOR FILING '�,� " '" "" LOCATION AND I TWO HOLE LUG TO BE USED WITH , PIPE INSULATION - CONNECTION. r 6 09.01.14 FOR FILING X12 AWG BCW 1'O PROVIDE CHROME REFER TO I ' BUILDING OR GROUND RING PLATED PIPE COLLARS PIPE SCHEDULE L I 5 04.15.14 FOR FILING FOR ALL EXPOSED _� 2. A SEPARATE GROUND I/-6 ROUND RING FINISHED CONSTRUCTION FILL ALL OPENINGS - BAR TO BE USED FOR L___ WITH FIRE STOP GPS ANTENNA IF 4 03.21.14 FOR REVIEW SEALANT -- -- --_--_-- -� 3 03.17.14 FOR REVIEW 2 GROUND WIRE & GROUND TYP. EXTERIOR PIPE 4, BEYOND WALL SLEEVE LEE ACE REQUIRED 2 02.19.14 FOR REVIEW BAR DETAIL PENETRATION DETAIL / TOWER GROUNDING DETAIL 1 11.21.13 FOR REVIEW NEW GROUNDING 2"0 a NO.. DATE _ X CONIUI7 - \ \ \ SUBMISSIONS 4 .. W TELCO. 2t END OF COAX CABLE BRIDGE 12" MAX. CON1�ELEC 20 - CONDUIT 1 AN NINA A \ © ATE C BLE !�I=QCONNECTOR yNIS1RUT SECURED DIRECT TO RODE_ _ 0 WEATHERPROOFING KIT ` , Y ABLE GROUND KIT Pi' ,/16 AWG STRANDED COPPER . GROUND WIRE(GROUNDED TO 0MIIIIMEM GROUND BAR) NEW PIPE PIER v CONNECTION OF CABLE GROUND KIT MODEL# PP50-6 TO GP •UNIT CABLE lV Q END OF COAX CABLE BRIDGE 12" APPROX. 4 lio . j � j CLIENT / PROJECT: N _1_ 6^ ANTENNA CABLE RRT�I�I_!= ANTENNA SIDEif �i , CONNECTOR 10-1/2 B L1NISTRUT ENDFD FROM SI AN © Elite Owers... I WEATHERPROOFING KIT IF.,4„ ABLE GROUND KIT 0� O ADJUST AS REWIRED TO AVOID OBS1RUCR°NS. PIPE PIER MODEL!! PP50-6 �/y 7141 #6 AWG STRANDED COPPER NOTES: 0 i U a UNIANTHHS1/2 B-LINE EQTO BL BE CLAMP WITH FUMBLE ELASTOMER CUSHION GROUND WIRE (GROUNDED TO -THE MAXIMUM LOAD FOR THIS BLOCK IS 50 LBS. MATTITUCK FIRE DEPARTMENT GROUND BAR) -THE LOAD SHOULD BE CENTERED ON THE STRUT TO O UNISTRUT P1000 W/HOLE PATTERN MOUNT MD SECURED 48"O.C.NUMBER OF CONNECTION OF CABLE GROUND KIT DISTRIBUTE THE WEIGHT EVENLY ACROSS THE CONDUITS/PIPES VARIES LENGTH OF UNISTRUT TO COORDINATE W/NUMBER Of 1000 PIKE STREET TO ANTENNA CABLE ASSEMBLY. cXIFDUI75/PIPES TO BE SUPPORTED AT EACH LOCATION. 1000 NY 11952 -PIPING SHOULD BE ATTACHED USING STANDARD O EXISTING CEILING.VERIFY MATERIAL NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND STRUT CLAMPS & ACCESSORIES. 0 EXPANIRON ANCHOR IN SLAB W/FLAT WASHER AND NUT. AND ALWAYS DIRECT GROUND WIRE DOWN -THE RECOMMENDED MAXIMUM SPACING BETWEEN PROJECT NO• 0 THREADED ROD SUPPORTED FROM BUILDING STRUCTURE ABOVE 4U"O.0 DATETO GROUND BAR. SUPPORT BLOCKS IS 10 FEET. 11.21.13 7141 --THE PIPING SHOULD BE SUPPORTED WITHIN 2 FEET Q SECURE UMSTRUT TO SLAB AS REQUIRED EACH CHANGE OF DIRECTION. OB COSTING WALL VERIFY MATERIAL TRT PROTECTED THECOPYRIGHTED LAWS OND DRAWING NO THE7ECim UNDERE OOF AM OF THE 3 GROUND KIT DETAIL CONDUIT MOUNTING IRD,m�ATUT�AVE RICA 5 ANY UNWINORQID USE OF THE DDDUYINf WITHOUT WRITTEN DETAIL • 8 CONDUIT/PIPE SUPPORT © CEILING & EXTERIOR WALL PROHIBITEDNT FR7iBSf/MISf1AND6 E-02 2013 PROHIBITED IF'D