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HomeMy WebLinkAbout1000-97.-5-11 (2) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 p �� + , Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY a Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM, To:, Michael J. Verity, Chief Building Inspector From; Heather M. Lanza, AICP, Planning Director Date: March 27, 2023 Re; Planning Department Report ATT Colocation at 31775 Main Rd. Cutchogue SCTM#1000-97-5=11 (AT&T site L1-6425) 31775 Main Road, Cutchogue The Planning Department provides the following: Pursuant to §280-71(B)(2)(b) of the Southold Town Code, site plan review and approval by the Planning Board is required for the proposed co-location because it causes a visible change to the exterior and is not an interior mount. A site plan application for wireless communications facility is required to be submitted to this office. Thank you for your cooperation. Town of Southold, New York Ckyscape Telecommunications Site Review C ON s v L T A N T S , I N C . Collocation Application 2423 S.Orange Ave#317 Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 March 29, 2023 Ms. Heather Lanza, Planner Town Hall Annex Building 53095 Route 25 Southold,New York 11971 PROVIDER/ID: AT&T /LI-6425 /FA# 14644747 TOWER OWNER: Verizon New York ADDRESS: 31775 Main Road, Cutchogue, NY LATITUDE: 41°OF 10.4"N LONGITUDE: 720 28' 48.4"W SCTM#: 1000-97-5-11 STRUCTURE: 92'4"Monopole Dear Ms. Lanza, At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above-referenced application submitted by Centerline Communications LLC on behalf of AT&T ("Applicant") to collocate on an existing ninety-two foot and four-inch (92'- 4") monopole tower. The tower is located at 31775 Main Road, Cutchogue, in the Town of Southold, see Figure 1. Support Structure & Equipment Per the submitted construction drawings (CDs)' the Applicant proposes to install compact monopole antenna mounts so the proposed new antennas will appear flush mounted to the monopole, see Figure 2. On the mounts AT&T requests to install six (6) new panel antennas and six (6) twin triplexers at the seventy-five (75) foot centerline elevation with the highest elevation of the proposed antenna at seventy-seven feet, five inch (77'-5") on the monopole. Twelve new 7/8" coax cables are proposed to be banded to the exterior of the monopole tower to connect the tower mounted equipment to the Applicant's ground equipment, see Figure 3. The Applicant explained there is not an existing port already on the monopole for the cables to feed into and explained it would pose a fire hazard to cut a new one into the pole. Very high temperature torches are required to create a coax port, which poses too great a risk to the existing Verizon cables. At the very least it is recommended to paint the banding and cabling to match the color of the monopole shaft to somewhat disguise the lines. On the ground, inside the existing fenced in equipment compound, the Applicant proposes to install a new 15'x16' concrete equipment pad that will support six (6) equipment cabinets, fifteen(15) remote radio heads (RRHs), eighteen(18) diplexers, an"H-Frame" for ancillary telco equipment, and a connecting ice bridge to route the cables to the existing monopole. CDs prepared by APT Engineering,Rev 2,dated 1/10/23 'Rev.Per FAA-IA:JRN',signed and sealed by a New York State Registered Professional Engineer. Town of Southold—SCTM# 1000-97-5-11 CKyScape AT&T Mobility LI-6425 FA# 14644747 Page 2 C O N S U LTA N T S , I N C . Structural Anal The Applicant submitted a structural analysis report prepared by APT Engineering dated January 10, 2023 (Rev. 2), based on ANSI/EIA/TIA-222-H, Risk Category II and Exposure Category C criteria. The analysis concludes that, after the Applicant's proposed modifications, the monopole and foundation would be at a maximum of 81% of usage capacity (out of an allowable 105%). For this reason, it is determined that the structure, with the proposed new collocation, will be structurally compliant for the proposed new equipment, see Figure 4. RF Exposure Safety In order to comply with the Town's Code Article XVII titled, Wireless Communication Facilities, Section 280-70.x(1) through (5) pertaining to radio emissions, the Applicant provided a Radio Frequency Safety Survey Report Prediction dated October 6, 2022, prepared by Centerline Communications. The information provided within the study is based on computer modeling and analytical methods in accordance with the FCC's Bulletin 65, Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields as required by the Town's Code. The report concludes the collected emissions from the existing and proposed equipment are below FCC standards, see Figure 5. Summary This application is not an eligible facilities request as it does not meet the definition of a non- substantial change ("substantial change" being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). The feedlines are proposed to be on the outside of the tower which does not meet the condition of the initial approval, therefore this application is not a compulsory approval but permissive approval at the decision of the Town. Notwithstanding the foregoing, Cityscape verified the information submitted and would recommend approval with the following notations: 1. The Applicant is reminded that any planned equipment changes that differ from the submitted construction drawings must be filed with the Town for review and approval. 2. Concealment of the lines and banding (at a minimum painting to match the pole shaft). I certify that to the best of my knowledge, all the information included herein is accurate at the time of this report. Cityscape only works for public entities and has unbiased opinions. All reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding the structural analysis reports, CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports, but did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, Steven J. Webster, Project Engineer CityScape Consultants, Inc. Town of Southold-SCTM# 1000-97-5-11 CkyScape AT&T Mobility LI-6425 FA# 14644747 page 3 C O N S U L T A N T S I N C C� �1"Ssf Ln North fork Bedrock �� "� �Eastem Tate / E41W»s Rd CItyNlU Cutthogue� Urgent Care• Longi Costa Heppn pf lnewam funeral hto ++ i}e•e^.ural r ardi= 2 e,a IP ` .. King Kullen ATI VI-Yard s CM Y- . , .. � 9 �? SITE - - - . Braun Seafocwdl Cov Santa's Christmas Tree farm LI VAR ITY IAAP SCALE:1'a$00' Figure 1 — Site Location Map Town of Southold-SCTM# 1000-97-5-11 CkyScape AT&T Mobility LI-6425 FA# 14644747 Page 4 C O N S U L T A N T S , I N C . P N Y y NEW P2.5 STD[2.875'0.DJxF-0- q?U LC.PIPE MASTS.TYP.(2)PER SECTOR,TOTAL OF(6). m EMST.92'-&=AGL MONOPOLE TOWER -t SL 41- ti. CX its o'1 N r_ NEW AT&T ANTENNA MOUNTED TO NEW 3.8 ANTENNA MOUNT.TYP.(2) G2 �1y ds, 2 PER SECTOR.TOTAL OF 0) &^��Y� ♦' g, px (2)NEW SITEPROI UWS6-NP COMPACT MONOPOLE ci MOUNTS&(2)LP.42 LARGE d " POLE ADAPTER KITS ! rt2 I 3%6' ANT#1 700f LTE 700 65071C190UA Sf� 85019001AWS NEW AT&T TWIN TRSPLEXER D /� MOUNTED TO PIPE MOUNT 5 1+- 'BELOW ANTENNA.TYP.(2) G2 PER SECTOR.TOTAL OF M) J�10000' 1 ANTENNA (PLAN C-2 SCALE-ljg,-r-0, Figure 2—Overhead View of Proposed Tower-Mounted Equipment Configuration Town of Southold-SCTM# 1000-97-5-11 CkyScape AT&T Mobility LI-6425 FA# 14644747 Page 5 C O N S U L T A N T S I N C . NOT't: AU.ANTENNAS.APPURTENANC P_S,CABLES&MOUNTING HARDWARE SI IALL BE PAINTED A NEUTRAL COI-OR THAT IS IOFNWICAi.TO OR CLOSELY COMPAT19LE WITH THE COLOR OF THE EXIST.TOWER ry_-_,- T EX5T.MONOPOLE TDVVEWV _ VE ENHA .KOL40— — l EXIST,VE— --ANTENNAS _ 51 NEWAT&T PANEL ANTENNAS(I'.larr,2K/T er Ri] N TR�LEXERS WIC)NEW SITEPROI"4r, P 1 C PACT MONOPOLE MOiJNTS 8 U2)LP-72 LARGE 'E ADAPTER WTS,h/OUNTE6 Til E}'33T 92'r.AGL C.2 MONOPOLE WI ANTENNA CL f 7511 AOL TI HIGHEST AT&T ANIP.NNAS�77-&r AOL _ _ l T NEW AT&TANTENNAS a 7EC AS — — — — I f (121 NEW AT&T W COAX CABERS BANDED TO SO. EXTERIOR OF EXIST-MONOPOL67VU -V-0'O.C.MAXASINGLE STRING) C-s EXIST,98'r ACL MONOPOLE NEW AT&T 15'X145'-O'CONCRETE EQUIPMENT PAD WI(1)EQUIPMENT CABINET.(15)RRHS.(W TWIN TRIM$XIRNYS T i(12)TWIN LIIPLEXERS.{21 PURCELL 0.t CAPINETS&2UKW NATUR ALGAS POWERED DC GENERATOR. NEW CPS UNIT MOUNTED TO B CABLE ICE BRIDGE POST G1 NEW AT&T CABLE ICE BRIDGE. 4 FROM NEW AT&T EQWPf.(ENT PAD TO F34ST.TOWER 61 BUILDVC(TYP,1 EXIST.VEWLON ICE BRIDGE W1(7) HYBRID CABLES EXIST.TELCO CABINET EXIST.VENZON FJ F TRICAI. METER&DISCCNNECr FXIST.BOTI-ARD VyP) '� ,1i•. '�, 4 tea,Sy .r GRADE 113 <� � AMSI. �—T —T T ---T —T NEW AT&T UNDERGROUND ELEC.& TELCO SERVICE FROM PENDING MULTTMETER CEMTER&MESA SPAN A NEW UrCi GAS SERVICE FROM EXISTING TO NEW AT&T EQUIPMENT AREA, 61 GAS MAIN TO NEW ATRT EQUIPMENT (SUBJECT TO REVIEW&APPROVAL SPACE(TYP).SIZE&FINAL ROUTE:TO BE. T By LOCAL VOIJTY PROVIDER) COORDINATED WITRf LOCAL a-nUrr' Akl PROVIDER A PROPERTY OWNER. 2 .SQUIB ELEVA►T10N m `pA SCALD::t R 11-0 (INFEST)I neh. 10L Figure 3 -Tower Elevation Showing proposed RF cables run on the outside of the pole Town of Southold-SCTM# 1000-97-5-11 CkyScape AT&T Mobility LI-6425 FA# 14644747 page 6 C O N S U L T A N T S I N C RECEIVED r FEB 082 o EownEPTG1FdEERIhIG Sout Planning Board STRUCTURAL ANALYSIS REPORT 90':t MONOPOLE TOWER CUTCHOGUE,CONNECTICUT Prepared for Centerline Communications, LLC at&t AT&T Site Ref: LI-6425;Cutchogue Site Address: 31755 Maln Road,Cutchogue, NY 11935 FA Location Code: 14644747 Pace ID: MRNYCO50611 PT Number:2191 AOHHSL Project: NSB APT Filing No. NY474600 Rev-0 August 15,2022 Rev.2 January 10,2023 of NEW, r p O996474 + E551��P� APT ENGMEERING 567 VAUXHALL STREET EXTEENSION•SUITE 311•WATERFORD,Cr 06385•PMONF 860.663-1697 The structure usage is summarized in the table below- Component/Member elow:Corns onent/Member usa a 96 Pole Steel Section 37% (2'-12' Anchor Bolts 30% Base Plate 81% Figure 4- Structural Analysis Summary Town of Southold—SCTM# 1000-97-5-11 CKyScape AT&T Mobility LI-6425 FA# 14644747 Page 7 CON S U LTA N T S , I N C . 'm� CENTERLINE COMMUNICATIONS Radio Frequency Safety Survey Report Prediction (RFSSRP) AT&T Monopole Facility Site Name LI-6425 Site ID NYCENY6425 Site Address 231755 MAIN ROAD,CUTCHOGUE,NY 11935 Latitude:41.019551 Prepared for: Centerline on behalf of Longitude: -72.480118 AT&T USID: 305667 FA: 14644747 Report Date:October 6,2022 Centerline PN:NIA Pace ID: MRNYC050611 Report Writer: Devin Lotter Report Reviewer: Yasir Al adhili 1• Statement of Compliance AT&T will be compliant with FCC Regulations upon installation of recommended mitigation measures. Centerline Communications,LLC-750 W Center Street-West Bridgewater-MA-02379 Page I 1 Figure 5—RF Exposure Assessment Report RECEIVED ! at&t ; I MOUNT K JEAVENUE FEB 0 8 2023 ' MORR ISTOWN,NEW JERSEY 07 at & t EY 07960 Southola I tJVvn J Planning BoardAPT —' ENGINEERING 340 MOUNT KEMBLE AVENUE 567 VAUXHALLSTREET 38H5COEXTENSION SUITE W-66311 WATERfORO,CTTEC PH((N)-63093 NNAN.ALLPOINTSTECH.COM FAX(860)E6}0935 MORRISTOWN, NEW JERSEY 07960 CONSTRUCTION DOCUMENTS NO DATE REVISION 0 09/14/22 FOR REVIEW:JAM 1 11123122 REV.PER COMMENTS:JAM WIRELESS COMMUNICATIONS FACILITY 2 9,N0/23 REV PER IAA-1A JRM 5 e LI-6425 FA# 14644747 OF IM."�"' P�GptCHgss�p9 31775 MAIN ROAD CUTCHOGUE, NY 11935 PROJECT DESCRIPTION/ DRAWING INDEX SITE INFORMATION SCOPE OF WORK T-1 TITLE SHEET AT&T SITE NAME: 'LI-6425" INSTALL(3)NEW COMMSCOPE NNHH-65A-R4-V2 - ANTENNAS,(1)PER SECTOR. PROJECT LOCATION: 31.775 MAIN ROAD • INSTALL(3)COMMSCOPE KVVSS-65A-R3 ANTENNAS, SPA SITE PLAN CUTCHOGUE,NY 11935 (1)PER SECTOR % Pk""to . INSTALL(2)NEW SITEPROI UWS6-NP COMPACT DESIGN PROFESSIONALS OF RECORD TOWERIPROPERTY OWNER: VERIZON NEW YORK MONOPOLE MOUNTS,(2)LP-42 LARGE POLE ADAPTER KITS A-1 PARTIAL SITE PLAN&SOUTH ELEVATION P.O.BOX 152206 &(6)P2.5 STDx8'-O"LG PIPE MASTS PROF:SCOTT M.CHASSE P.E. North Fork Bedrock0 oEastern The IRVING,TX 75015-2206 INSTALL(12)NEW 7/6"COAX CABLES,(4)PER SECTOR. COMP:APT ENGINEERING Ei�R° C-1 EQUIPMENT AREA PLAN&SITE DETAILS INSTALL(3)NEW AIRSCALE B12/1314/B29 RRHs ON NEW ADD: 567 VAUXHALL STREET CITyMD CutChaque a CLIENT REPRESENTATIVE: CENTERLINE COMMUNICATIONS LLC EXTENSION,SUITE 38 U, Care-Long var 750 W.CENTER ST.,SUITE 301 • NSTALLL FRAME, AIRSCALE B25/B66 RRHs ON NEW RRH WATERFORD,CT 06385 C-2 ANTENNA PLAN&DETAILS WEST BRIDGEWATER,MA 02379 FRAME,(1)PER SECTOR. DEVELOPER:CENTERLINE Coster Heppner COMMUNICATIONS LLC Pineood FuneHome • INSTALL(3)NEW AIRSCALE 4T4R B5 RRHs ON NEW RRH a 4, ADDRESS: 5550 MERRICK RD., 4 OwPerennial Gardens ral Q RF ENGINEER: PHIL LICTENBERGER AT&T FRAME,(1)PER SECTOR. SUITE 302 • yy S-1 EQUIPMENT LAYOUT PLAN&DETAILS (631)424-3041 • INSTALL(3)NEW AIRSCALE 4T4R B30 RRHs ON NEW RRH MASSAPEQUA,NY 11758 FRAME,(1)PER SECTOR. M-1 MECHANICAL PLANS,DETAILS&NOTES SITE ACQUISITION CONTACT: KATIE JACOBS . INSTALL(6)NEW COMMSCOPE STX61742T-43 TWIN a SITE ACQUISITION PROJECT MANAGER TRIPLEXERS(POWER). NOTE: IGng KUIIMQ - IS A VIOLATION OF NEW YORK STATE • E CENTERLINE COMMUNICATIONS INSTALL(6)NEW COMMSCOPE CBC78T-DS-43 TWIN EDUCATION LAW ARTICLE 145,SECTION E-1 SITE UTILITY PLAN,ONE-LINE DIAGRAM (516)765-0083 DIPLEXERS(RRHRACK). 7209(2)FOR ANY PERSON,UNLESS &DETAILS INSTALL(6)NEW COMMSCOPE CBC 1726-DP-2X TWIN ACTINO UNDER THE DIRECTION OF A ENGINEER CONTACT: ROBERT C.BURNS • DIPLEXERS(RRH RACK). LICENSED PROFESSIONAL ENGINEER OR NAPA Auto Pans-O ��e 4 (860)552-2036 INSTALL(6)NEW COMMSCOPE STX61742T-43 TWIN LAND SURVEYOR,TO ALTER AN ITEM IN CMartin Automotive • ANY WAY.IF AN ITEM BEARING THE SEAL E-2 GROUNDING PLAN,DETAILS&NOTES TRIPLEXERS(RRH RACK). OF AN ENGINEER OR LAND SURVEYOR IS LATITUDE: 41°01'10.3543'N(41.019543 N) • INSTALL NATURAL GAS POWERED DC GENERATOR ON ALTERED,THE ALTERING ENGINEER OR SITE LONGITUDE: 72°28'48.4347'W(72.480121 W) NEW CONCRETE PAD LAND SURVEYOR SHALL AFFIX TO THE E-3 GROUNDING DETAILS ELEVATION: 16.0'±AMSL IT EM HIS SEAL AND THE NOTATION • INSTALL EQUIPMENT CABINET(S)ON NEW CONCRETE PAD. ALTERED BY*'FOLLOWED BY THE SIGNATURE AND THE DATE OF SUCH Brauer Seafo::� �' DISTRICT: 1000 ALTERATION,AND A SPECIFIC N-1 NOTES&SPECIFICATIONS SECTION: 97 DESCRIPTION OF THE ALTERATION. BLOCK: 5 LOT: 11 AT&T AT pro Sanas Chris!masQ ZONE: B(GENERAL BUSINESS) LI-6425 Ree F.arT! SITE71775 MAIN ROAD COORDINATES&GROUND ADDRESS:CUTCHOGUE,NY 11935 MAP ELEVATION INDICATED HEREIN APT FILING NUMBER: NY474600 VICINITYWERE ESTABLISHED FROM A SCALE r'=soo FAA-IA SURVEY CERTIFICATION, OnrE: Be/ua2 DRAWN BY: DRA AS PREPARED BY MARTIN 0 CHECKED Bv:JRM SURVEYING ASSOCIATES,LLC, SHEET TITLE: DATED DECEMBER 12,2022. TITLE SHEET TOWER OWNER: APPLICANT: CLIENT REPRESENTATIVE: POWER PROVIDER: TELCO PROVIDER: DIG SAFELY NEW YORK: GOVERNING CODES: VERIZON NEW YORK AT&T CENTERLINE COMMUNICATIONS LLC PSEGLI(800)490-0025 VERIZON(800)842-2255 (800)962-7962 2020 BUILDING CODE OF NEW YORK STATE SHEET NUMBER: P.O.BOX 152206 340 MOUNT KEMBLE AVENUE 750 W.CENTER ST.SUITE 301 NATIONAL ELECTRIC CODE IRVING,TX 75015-2206 MORRISTOWN,NEW JERSEY 07960 WEST BRIDGEWATER,MA 02379 TIA-222-H (781)713-4725 T-1 SITE PLAN NOTES: _ _ _ _ _ _ _ N 4706'20°E 205.75' 1) PROPERTY OWNER: VERIZON OF NEW YORK - at ��l7XX C.. �� (f/Wa'NEW YORK TELEPHONE COMPANY) 1000-96-3-9 PO BOX 152206 IRVING.TX 75015-2206 GREENHOUSE LIBRE 5743:PAGE 67 LAND NOW OR FORMERLY OF 2) NEW USE:INSTALLATION OF PERSONAL WIRELESS SERVICES FACILITY ON EXISTING PHC REALTY LLC I 340 MOUNT KEMBLE AVENUE 92' AGL MONOPOLE W/NEW GROUND EQUIPMENT AT THE BASE OF THE TOWER; MORRISTOWN,NEW JERSEY 07960 3) BOUNDARY&TOPOGRAPHIC INFORMATION TAKEN FROM MAP ENTITLED' BOUNDARY AND TOPOGRAPHICAL SURVEY OF PROPERTY SITUATE CUTCHOGUE, TOWN OF SOUTHOLD.SUFFOLK COUNTY.STATE OF NEW YORK-PREPARED BY r BARRET.BONACCI AND'VANWEELE.PC OF HAUPPAUGE.NY DATED 02/26/09. 4) BASE MAPPING OBTAINED FROM FIELD MEASUREMENTS CONDUCTED BY APT I N APT ENGINEERING ON 06/28/22. I N 5) NO ADDITIONAL PARKING IS NEEDED.AS THE NEW GROUND FACILITY INSTALLATION O ENGINEERING IS UNMANNED&VISITED APPROXIMATELY ONCE/MONTH FOR ROUTINE WOOOEO MAINTENANCE.13 EXISTING PARKING SPACES OCCUPY THE SITE.ACCORDINGLY. 7 THE NEW DEVELOPMENT WILL NOT ADVERSELY CHANGE OR AFFECT TRAFFIC WATERFORD, �] E317 C STREET EXTENSION 860)X PATTERNS; p '> WJ,WALLLPOINTSTFCCH.COM FAX(806 -630935 6) SUBJECT BUILDINGON-SITE IS LOCATED WITHIN ZONE X FLOOD ZONE DESIGNATION (FIRM FLOOD INSURANCE RATE MAP#360813 COMMUNITY PANEL 163 of 1026). I In CONSTRUCTION DOCUMENTS 7) NEW EQUIPMENT SPACE WILL BE OUTFITTED WITH A 52W EXTERIOR LIGHT(RAB LIGHTING INC.MODEL#WPLEDFC52NW).(SEE SHEET 5/E-1 FOR DETAILS) p NO DATE REVISION 8) NO STORMWATER DRAINAGE,WATER SUPPLY.SEWAGE DISPOSAL.REFUSE I I 0 09/14/22 FOR REVIEW:JRM STORAGE.IS REQUIRED.AS THE NEW INSTALLATION IS FOR AN UNMANNED I 1 17/23122 REV.PER COMMENTS:JRM FACILITY; • 9) NO COMMERCIALSIGNS OR SECURITY GRILLS/GRATES ARE NEW: 2 01/70123 REV.PER FAA-1A:JRM 1000-97-5-6 10) ALL NEW UTILITIES FOR NEW EQUIPMENT WILL BE PROVIDED FROM NEARBY EXISTING 3 SERVICES CURRENTLY SERVICING THE SITE: STRUCTURE I I FARM 4 11) OF NO DUST.FUMES.ODORS.OR VIBRATIONS WILL OCCUR AS A RESULT OF THE NEW LAND NOW FORMERLY INSTALLATION. I ANTHONY&GAFORMERLY IMBRIANO 6 I I 6 LEGEND j I CONCRETE CURB q UTILITY POLE DROP CURB a BOLLARDI - r WALL —.—.- CHAIN LINK FENCE O1 �( O N�` EDGE OF PAVEMENT —o—o- STOCKADE FENCE 0C m OVERHEAD WIRES �� FENCE OTHER 1p I I I til H yO p STRUCTURE-MANHOLE �181M' TOP/BOTTOM OF CURB GO Ass(C �� m STRUCTURE-TELEPHONE SPOT ELEVATION p STRUCTURE-DRAINAGE 0 CONCRETE I _j * 0 p WATER VALVE (yyy\ TREE LINE ® WATER METER ■ MONUMENT I F- ccn 'C- FIRE HYDRANT HEDGELu i DRAINAGE INLET TREE I I ((\ ` t ((J d, SIGN E. HANDICAP PARKING - PARKING STALL COUNT SUBJECT SITE �\ 1000-97-5-12 I PARCEL: 1000-97-5-11 w SHOPPING CENTER 31775 MAIN ROAD o AL1 �785p3 �" LAND NOW OF3.FORMERLY OFI I N/F F, FESSvo•VP ER6 UTCHOGUE LLC VERIZON NEW YORK �" P.O.BOX 152206 I "� IRVING.TX 75015-2206 rn 135.036`_,SF. 3.1 z ACRES 3 I I DESIGN PROFESSIONALS OF RECORD b N I PROF:SCOTT M.CHASSE P.E. COMP:APT ENGINEERING ADD: 567VAUXHALL STREET Z EXTENSION,SUITE 311 I I I WATERFORD,CT 06385 I DEVELOPER:CENTERLINE COMMUNICATIONS LLC I I I ADDRESS: 5550 MERRICK RD., SUITE 302 MASSAPEQUA,NY 11758 EXIST.PROPERTY LINE(TYP.) NOTE: (6)NEW AT&T PANEL ANTENNAS(W.120° IT IS A VIOLATION OF NEW YORK STATE _ 240°)&(6)TWIN TRIPLEXERS W/(2)NEW 55's EDUCATION LAW ARTICLE 145,SECTION 7209(2)FOR ANY PERSON,UNLESS SITEPROI UW6-NPCOMPACT MONOPOLE ACTING UNDER THE DIRECTION OF A MOUNTS&S. OU LARGE POLE ADAPTER Gp —� I T LICENSED PROFESSIONAL ENGINEER OR KITS,MOUNTED TO EXIST 92' AGL MONOPOLE W/ANTENNA CL @ 75'±AGL LAND SURVEYOR,TO ALTER AN ITEM IN 35 1 I ANYWAY.IF AN REM BEARING THE SEAL PARTIAL SITE PLAN 1 I 1000-9 7-5-10 I I ALTERED,THE ALTERING ENGINEER OR 149'z LAND NOW OR FORMERLY INEEIR OR LAND SURVEYOR S A-1 COMMERCIAL NDS SHALL AFFIX TO THE I NEW AT&T 15'X16'-0'CONCRETE I OF ITEM HIS SEAL AND THE NOTATION EQUIPMENT PAD W/(1)EQUIPMENT I +STORY MOTT LIVING TRUST I 1000-97-5-e I "ALTERED BY"FOLLOWED BY THE CABINET.(15)RRHS. (12)TWIN 1 BUILDING NEXISTIN., ATION SIGNATURE AND THE DATE OF SUCH TRIPLEXERS&(12)TWIN DIPLEXERS.(2) G7 • I ALTERATION,AND A SPECIFIC PURCELL CABINETS&2OkW NATURAL DESCRIPTION OF THE ALTERATION. GAS POWERED DC GENERATOR. I I. I m EXISTING STRUCTURE I EXISTING DRIVEWAY ACCESS 54'± AT&T AT LI-6425 EXISTING SHRUBS '''0 EXISTING SITE 31775 MAIN ROAD EXISTING SU L• 1 STRUCTURE EXISTING ADDRESS:CUTCHOGUE,NV 11935 TRANSFORMER APT FILING NUMBER: NY474600 • p I I 1000-97-5-9 I I—J DATE: 09N4/22 DRAWN BY: DRA v MFRCl D CHECKED BY:JRM .. SHEET TITLE: EXISTING TELCO 9d"�°3850—W- ---- - - - - - POLE NYT 0545) 200.00' - - - SITE PLAN MAIN ROAD 1000-103-1-19.12 — — — _ FARM — — — SHEET NUMBER: LAND NOW OR FORMERLY OF T — — — — — — — — — — CROSSROADS VINEYARDS 1000-103-I-19.3 FARM S P-1 O 1 SITE PLAN � a LAND NOW OR FORMERLY OF R0 B0 CROSSROADS VINEYARDS (IN FEET) linch=40R NOTES: ® iA.�tJ[..� 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN UNDERGROUND UTILITY LOCATING COMPANY TO LOCATE ALL UNDERGROUND CONDUITS&EQUIPMENT IN THE TRENCHING AREA TO AVOID ANY DAMAGE. 2. HAND EXCAVATE WITHIN 5'OF EXIST.UNDERGROUND UTILITIES(VA.F.)MAINTAIN 18-MIN.CLEARANCE. 340 MOUNT KEMBLE AVENUE MORRISTOWN,NEW JERSEY 07960 3. CONTRACTOR TO COORDINATE TRENCHING OPERATIONS W OWNER AND/OR MANAGEMENT COMPANY SO AS TO MINIMIZE DISRUPTIONS TO THE EXIST.PROPERTY OPERATIONS. 4 MANAGER(WHERE APPLICABLE)F EXPOSURE BARRIER AND SIGNAGE WITH AT&T CONSTRUCTION 1� APT ENGINEERING EXIST.VERIZON METER&DISCONNECT 567 VAUXHALL STREET EXTENSION-SUITE 311 .X X WATERFORD,CT 06385 PH:(860)Z63-1697 EXIST.TELCO,CABINET " WWWAU-POINTSTECH.COM FAX,(860)ZEI-C 35 ,l 17 1 1 1 1 CONSTRUCTION DOCUMENTS NO DATE REVISION EXIST.CONCRETE BOLLARD.(TYP.) — 0 09/1422 FOR REVIEW:JRM T 1 112322 REV.PER COMMENTS:JRM 2 01/1023 REV.PER FAAAA:JRM F-I NOTE: 4 i ALL ANTENNAS,APPURTENANCES,CABLES&MOUNTING HARDWARE g EXIST.EDGE OF PAVEMENT.(PYP.) JC SHALL BE PAINTED A NEUTRAL COLOR THAT IS IDENTICAL TO OR 6 F x CLOSELY COMPATIBLE WITH THE COLOR OF THE EXIST.TOWER EXIST.8'CHAIN LINK FENCE w/BARBED WIRE&GREEN VINYL PRIVACY SLATS F T EXIST.MONOPOLE TOWER/ EXIST.BUILDING.TYP. VERIZON ANTENNAS @ 92 4'±AGL _ OF N& * _ c EXIST.VERIZON ANTENNAS — — — _ _ L'f EXIST.VERIZON CONCRETE EQUIP.PAD I H i @ 90'±AGL j Al O� i�Qs. ��� W 50kW NATURAL GAS GENERATOR& i � LII i 6)NEW AT&T PANEL ANTENNAS(0°,120°,2401& (2)EQUIP.CABINETS �I 1 (6)1 WIN TRIPLEXERS W/(2)NEW SITEPROI UWS6-NP I U H U M COMPACT MONOPOLE MOUNTS&(2)LP-42 LARGE C-2 * ! 3 3 \ POLE ADAPTER KITS,MOUNTED TO EXIST 92'±AGL 1 w r vp k NEW U/G TELCO SERVICE FROM EXIST. h ) MONOPOLE W/ANTENNA CL @ 75'±AGL TELCO MESA SPAN CABINET TO NEW AT&T 1 L-———- C TELCO DEMARC(SUBJECT TO LOCAL E-t x NEW AT&T 15'x16'-0'CONCRETE T/HIGHEST AT&T ANTENNAS @ 77.5'±_AGL _ _ _ — "_� q UTILITY COMPANY REVIEW&APPROVAL) I EQUIPMENT PAD W/((6 EQUIPMENT TRIPLEXERS c NEW AT&T ANTENNAS @ 75'±AGL _ _ _ — I I �; > Y IL APPROX.LOCATION OF EXIST. I ¢ I !' �IX= 1 CABINET,(IS)RRHs, (6)TWIN TRIPLEXERS U/G UTILITIES.TYP.N.I.F.) Q F-I _ 0' at &(12)TW[N DIPLEXERS.(2)PURCELL ` 1- — CABINETS&20kW NATURAL GAS fit, 2 ¢ I I \ POWERED DC GENERATOR. > (12)NEW AT&T%/COAX CABLES BANDED TO IU lD D, I7- EXTERIOR OF EXIST.MONOPOLE TOWER@ 7F6 a2 v3� Aa a I 240' 4'-O'O.C.MAX.(SINGLE STRING) 7 Ca EXIST.92'±AGL MONOPOLE EXIST.92'±AGL MONOPOLE APPROX.LOCATION OF EXIST. I ~I i NEW AT&T 15'XI6'-O°CONCRETE BURIED DRYWELL(V.I.F.) I I I r i ET.QUIPMENT PAD W/(1)EQUIPMENT X20 x I CABINE (15)RRHS. (6)TWIN TRIPLEXERS 1 — &(12)TWIN DIPLEXERS,(2)PURCELL pt L 1 EXIST.CURB STOP.TYP. I T- CABINETS&20KW NATURAL CAS AT&T PANEL ANTENNAS(0°,120°. I .° � I I I POWERED DC GENERATOR. DESIGN PROFESSIONALS OF RECORD (6)NEW TE't 240°)&(6)TWIN TRIPLEXERS w/(2)NEW r NEW GPS MOUNTED TO 6 PROF:SCOTT M.CHASSE P.E. CABLE ICE BRIDGE POST pt COMP:APT ENGINEERING SITEPROI ICE UWSO 2 6-NP COMPACT MONOPOLE 1 I 9 i I ADD: 567 VAUXHALL STREET MOUNTS&(2)LP-42 LARGE POLE ADAPTER KITS,MOUNTED TO EXIST 92'±AGL 9 EXTENSION,SUITE 311 MONOPOLE w/ANTENNA CL @ 75'±AGL w I NEW AT&T CABLE ICE BRIDGE 4 WATERFORD,CT 06385 uaa�r FROM PAD TO EXIW AT&T STU IPMENT TOWER C-t DEVELOPER:CENTERLINE NEW AT&T METER&DISCONNECT ON 2 I [7 I I COMMUNICATIONS LLC NEW MULTI-METER CENTER E-t BUILDING(TYP.) ADDRESS: 5550 MERRICK RD., X— X— i ilii i i ilii iii : Ai i ilii^ is / SUITE 302 — EXIST.VERIZON ICE BRIDGE W/(3) MASSAPEQUA,NY 11758 �T j HYBRID CABLES NEW GRAVEL COMPOUND 5 U U TREATMENT SI 3I 3 IT IS A VIOLATION OF NEW YORK STATE N w vai EDUCATION LAW ARTICLE 145,SECTION m EXIST.TELCO CABINET 7209(2)FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A NEW U/G GAS SERVICE FROM EXISTING EXIST.VERIZON ELECTRICAL LICENSED PROFESSIONAL ENGINEER OR GAS MAIN TO NEW AT&T DC POWER 2 METER&DISCONNECT LAND SURVEYOR,TO ALTER AN'ITEM IN GENERATOR(GYP).SIZE&FINAL ROUTE ANY WAY.IF AN ITEM BEARING THE SEAL TO BE COORDINATED WITH LOCAL M-t W M OF AN ENGINEER OR LANG SURVEYOR IS UTILITY PROVIDER&PROPERTY OWNER. EXIST.SIDEWALK O EXIST.BOLLARD(fYPJ ALTERED,THE ALTERING ENGINEER OR EYOR SHALL AFFIX TO ® ITEMDHIS SEAL AND THE NOTATION THE EXIST.U/G TANK EXIST. 'ALTERED BY"FOLLOWED BY THE SIGNATURE AND THE DATE OF SUCH f0 TRANSFORMER � ��r;c•+ , '�Y '..tx\YI % SAW CUT EXIST.BIT DRIVE TO ALLOW W I '" '- - '> ALTERATION,AND A SPECIFIC INSTALLATION OF NEW UNDERGROUND I '. '�'+�' > s `�' ( gym. DESCRIPTION OF THE ALTERATION. W ..ASN.. til''`-Z .,> 4yy >w4',' >�'.',. GRAD UTILITIES MAINTAIN 5'AWAY FROM 2 8 �I\� �.,.; t. .y�.x _ EXISTING ON-SITE U/G DRAINAGE • AMSL16. ±STRUCTURES.REPAIR BIT PAVEMENT s •. 3!: ` ^`"%'' x,^x�.; ;?� ' AT&T AT UPON COMPLETION OF INSTALLATION. NEW U/G ELECTRIC SERVICE FROM gwl EXISTING TRANSFORMER TO NEW �T —T T —T —T LI-6425 AT&T UTILITY BACKBOARD(SUBJECT 1 W NEW AT&T UNDERGROUND ELEC.& TO REVIEW&APPROVAL BY LOCAL E-1 SITE 31775 MAIN ROAD TELCO SERVICE FROM PENDING UTILITY PROVIDER).RESTORE LAWN A A ADDRESS:CUTCHOGUE,NY 11935 �/I MULTIMETER CENTER&MESA SPAN 4 _ UPON COMPLETION INSTALLATION. NEW U/G GAS SERVICE FROM EXISTING rn E E E E E E E E E E E TO NEW AT&T EQUIPMENT AREA. E-t GAS MAIN TO NEW AT&T EQUIPMENT APT FILING NUMBER: NY474600 (SUBJECT TO REVIEW&APPROVAL SPACE(PYP).SIZE&FINAL ROUTE TO BE I F- BY LOCAL UTILITY PROVIDER) COORDINATED WITH LOCAL UTILITY M-1 DATE: 0911422 DRAWN BY: DRA PROVIDER&PROPERTY OWNER. D CHECKED BY:JRM ® SOUTH ELEVATION SHEETTITLE: SCALE:1-=101-r (IN FEET)inch= loft. PARTIAL SITE PLAN& OH SOUTH ELEVATION OH STRUCTURAL ANALYSIS NOTE: OH _ 1. REFER TO STRUCTURAL ANALYSIS REPORT PREPARED BY APT ENGINEERING.MARKED REV 2.DATED JANUARY 10.2023. SHEET NUMBER: AVAILABLE UNDER SEPARATE COVER. \ (� / MAIN ROAD - 2. REFER TO MOUNT ANALYSIS PREPARED BY APT ENGINEERING, N II/ s MARKED REV 2.DATED JANUARY 10.2023.AVAILABLE UNDER PARTIAL SITE PLAN 10 20 SEPARATE COVER. A- A-� SCALE:I-=10'-0" (IN FEET) tench=loft 19-6's LEASE&COMPOUND EXPANSION OUTLINE OF EXIST. 2'-713/6 16'-1.3x16'-1'±TOWER / 4 NEW ICE BRIDGE ^}. .{. FOUNDATION.TYP.BELOW 01 POST BASE.TYP(2PL). �?'- ^ L 1 (T/CONC=4'-4'BOL) I I I / a lll... 3 9 (15)NEW RACK MOUNTED 2'-2' RRHs.(6)TWIN TRIPLEXERS& 340 MOUNT KEMBLE AVENUE (12)TWIN DIPLEXERS - 17 MORRISTOWN,NEW JERSEY 07960 EXIST.92'-O'3 AGL MONOPOLE TOWER / 4&6 NEW CPS UNIT&FIBER _ c0 I C-1 MANAGEMENT BOX MOUNTED TO " ICE-BRIDGE POST , I 6- •6' 16 \ 3. ;a`, G m , 2'-B' APT NEW SWITCHED LED SERVICE \ REMOVE SECTION OF O� / ENGINEERING LIGHTS W/MANUAL TIMER ON EXIST.CHAIN LINK FENCE. °a��� �/ I H-FRAME 10'3 AGL MAX.(TYP 3 PL) E-1 –�'–––––––– ––––– / PLAN // 567VAUXHALLSTREET EXTENSION-SUITE 311 $ NEW GRAVEL COMPOUND 7 �\``I L i WATERFORD,CT 06385 PH(860}663-1697 w e• – S-1 TREATMENT 20°0, PLAN PLAN WMIVALLPOINTSTECH.COM FAX(860)-6630335 NEW AT&T METER& 2 �l\ � m _ / PLAN DISCONNECT ON NEW \ 2 (2)NEW PURCELL CONSTRUCTION DOCUMENTS MULTIMETER CENTER E-1 \0 I `L — , 2'-2' O_7 OUTDOOR CABINETS � � � �I' � NO DATE REVISION x - NEW SITEPROl SP-126 0 09/14122 FOR REVIEW:JRM 5 BASE SHOE PIPE COLUMN c1 1 1112322 REV.PER COMMENTS:JRM F ! - 2 0111023 REV.PER FAA-1A:JRM G7 BASE,TYP. NEW AT&T 3 NEW TELCO CABINET 2 2 J, 3 G1 E-1 X 4 NEW CABLE ICE SIGNAGE C-1 4 Z \ J L i F1 BRIDGE.TYP. _, �$. 2._1. 1-a IBYa s a NEW 6'0 x T-O'HIGH x ' o { i 1 0 2'-6'/16* 8 CONC.BOLLARDS AT 7 e 2 NEW EMERSON O O I - — OUTDOOR EQUIPMENT U 5'-O.O.C.MAX.PAINTED 0-1 L p1 al Z TRAFFIC YELLOW.TYP. x CABINET FRONT SIDE a e 2 2 1 PURCELL FLX21 .� NEW ELEC.CABINET G7 E 1 x OUTDOOR CABINET COLOR:GRAY 39.83'HX25.02'Wx 19.97'D FRONT FRONT 11\ 2'-11YZ' 3Y2 540 MOUNTED TO ( TRANSECTOR TELCO PANEL TRANSECTOR INTEGRATED Al Q� M. CH,9 �O 2 NEW 15'-0'x16'-0'(240'3 SF) 3'-3' CONCRETE PAD PER (OR EQUAL) LOAD CENTER W/AUTOMATI 5� ss S-1 CONCRETE EQUIPMENT PAD FRONT SIDE MANUFACTURERS COLOR:GRAY TRANSFER SWITCH(OR EQU RECOMMENDATIONS ) WxHxD=26.0'%60.0'X22.0' COLOR:GRAY M EMERSON OUTDOOR NETSURF v / 512 EQUIPMENT CABINET WxHxD=35.0'x59.0'x12.0 COLOR:CRAY 72.06'Hx31.81'Wx39.02'D C Q X— X— X— X— X— / 2.300 LBS. NEW AT&T U DOUBLE (MOUNTED TO CONCRETE PAD SWING ACCESS GATE EXIST.MAN HOLE COVERS&VAULT PER MANUFACTURERS EQUIPMENT DETAILS NEW AT&T 20kW NATURAL GAS 4 RECOMMENDATIONS) n ,✓: EXIST.METAL FENCE TO BE C_� SCALE:N.T.S. POWERED DC GENERATOR REPLACED w/NEW AT&T 8' •��^ 7fi s v� &GREEN VINYL PRIVACY SLATSK FENCE W/ E M-1 N EQUIPMENT PLAN - ° •1-o. - 6%/O.D. CTOP OF SCALE:Y"=1'-0" )'SCALE 1 INCH= GPS ANTENNA CONCRETE FILL. DESIGN PROFESSIONALS OF RECORD PROF:SCOTT M.CHASSE P.E. COMP:APT ENGINEERING GPS MOUNTING PIPE ADD: 567 VAUXHALL STREET SITE UTILITY NOTES: 24. 3 O 60 SCHEDULE 40 CARBON 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN O F x STEEL PIPE FILLED WITH EXTENSION,SUITE 311 UNDERGROUND UTILITY LOCATING COMPANY TO MOUNT POINTS COAX CABLE SUPPORTo p Z U CONCRETE&PAINTED WATERFORD,CT 06385 LOCATE ALL UNDERGROUND EQUIPMENT IN THE COAX CABLE Z } TRAFFIC YELLOW m DEVELOPER:CENTERUNE TRENCHING AREA TO AVOID ANY DAMAGE. 24"WIDE GRIP SPAN GROUNDING KIT < U �' VRNISHED "CROWN COMMUNICATIONS LLC BRIDGE CHANNEL °' I'• GRADE TO MATCH ADDRESS: 5550 MERRICK RD., 2. HAND EXCAVATE WITHIN FOP EXIST.UNDERGROUND COAX CABLE XIST UNLESS NOTED SUITE 302 UTILITIES(V.I.F.)MAINTAIN 18'MIN.CLEARANCE. SITEPROI PN 1B24D-A CABLE R2 TINNED GROUND F' BRIDGE KIT OR APPROVED EQUAL WIRE ITYp) THERWISE(SEE 2/C-2). MASSAPEOUA,NY 11756 3. CONTRACTOR TO COORDINATE TRENCHING CALDWELL TO PIPE(TYP.) 4 AINT PORTIONS OF PIPE TO OPERATIONS W OWNER AND/OR MANAGEMENT %0x2_O•TREADED ROD W/NUTS& 1/2'0 SCH.40 €, E EMBEDDED IN NOTE: COMPANY 50 AS TO MINIMIZE DISRUPTIONS TOTHE OVERSIZED WASHERS(I'YP.OF 2) GALVANIZED PIPE ONCRETE WITH CUT-BACK IT IS A VIOLATION OF NEW YORK STATE EXIST.PROPERTY OPERATIONS. PIPE MOUNT KIT(TYP.OF 2) ZANGLE SUPPORT BRACKET 0 3'-O' - lSSPHALTIC PAINT ITYP.) EDUCATION LW ARTICLE 145,SECTION O.C.MAX OR APPROVED EQUAL 3°0 OR 3-1/2'0 ICE • 14"0 SONOTUBE FORMED 7209(2)FOR ANY PERSON,UNLESS 11' BRIDGE POST .i, CONCRETE BASE. ACTINO UNDER THE DIRECTION OF A 3'SCH.40 x 13'-4'LG.PIPE o m LICENSED PROFESSIONAL ENGINEER OR NEW FIBER MANAGEMENT BOX i' 3500 PSI MIN.CONCRETE • a; ENCASEMENT. LAND SURVEYOR,TO ALTER AN ITEM IN AT&T 11 N2 TINNED GROUND WIRE vS ANY WAY.IF AN ITEM BEARING THE SEAL MOUNTED TO NEW ICE BRIDGE POST UNDISTURBED EARTH. OF AN ENGINEER OR LAND SURVEYOR IS °A NOTICE A (SEE PLAN FOR LOCATION. Z NOTE'IN PAVED AREAS TACK COAT(PER ITEM 407.0101 OF N.Y.S.D.O.T.STANDARD ALTERED,THE ALTERING ENGINEER OR NEW HORIZONTAL UNISTRUT P 1000 W/P2055 HOLD TOP OF FOOTING LAND SURVEYOR SHALL AFFIX TO THE RF C° 11-1 Area Be d This Point TUBING CLAMP OR APPROVED EQUAL.TYP. 14"DIA. SPECIFICATIONS)EMULSIFIED ASPHALT PLCED AT A RATE OF ITEM HIS SEAL AND THE NOTATION Q b 6'BELOW FIN.GRADE BETWEEN 0.05-0.15 GALLONS PER SQ.YD.USE IF TOP COURSE GROUND LEAD TO –PLACED MORE THAN 6 MONTHS AFTER BINDER COURSE INSTALLED. 'ALTERED BY"FOLLOWED BY THE SIGNATURE AND THE DATE OF SUCH GROUND RING"P.) s GPS MOUNT BOLLARD DETAIL SURFACE TO BE CLEAN&DRY&INSPECTED BY ENGINEER OF ALTERATION,AND A SPECIFIC °" " �^_•mu 12.0 CONCRETE SONOTUBE Z C-'I SCALE:N.T.S. C-� SCALE:y"=1'-0" RECORD PRIOR TO PLACING TOP COURSE OR TACK COAT. DESCRIPTION OF THE ALTERATION. FOOTING(4000P51 MIN) IYi BITUMINOUS CONCRETE SURFACE COURSE(PER '"^••: ^^^" NEAT CUT EXIST.PAVEMENT SECTION 402 N.Y.S.D.O.T.STANDARD SPECIFICATIONS) NEW GROUNDING SYSTEM 4 &PAINT W/LIQUID BITUMEN 3y{BITUMINOUS CONCRETE DENSE BINDER COURSE AT&T AT 1'+ PRIOR TO PAVING (PER SECTION 402 N.Y.S.D.O.T.STANDARD SPECIFICATIONS) LI-6425 (WHITE METAL SIGN W/BLACK LETTERING) 5'STONE BLEND OR 8'RCA GRADE (RECYCLED CONCRETE AGGREGATE) SITE 31775 MAIN ROAD RF NOTICE SIGN I EXIST.PAVEMENT SURFACE ADDRESS:CUTCHOGUE,NY 11935 12' \j/\%/�i.\/�\/; /�//\>�\\�• BASE SHOE PIPE �� /\/ I I �,• / / / 8 — 'moii APT FILING NUMBER: NY474600 /T,•/\:\\/i�\,� /�.\;\\/\\�� COLUMN \.; ° \/�• ��\\� I I //\-��'\�i\ DATE: 0911422 DRAWN BY: DRA AT&T SITE ID LI-6524 \'`•` \i-�%� I I° /� R8x8x%' '4�° (4)s/e 0x5'L STAINLESS a?e e CHECKED BY:JRM WEDGE ANCHOR \i I I \,., '• ,/ SHEET TITLE: SITE NAME CUTCHOGUE 2 \\\\'\\i� I I \.\\\\\' N SITEPROI SP-126 BASE //\/ 0 V-6-MIN. SHOE PIPE COLUMN \,.i\ EQUIPMENT AREA FOR EMERGENCY ACCESS,OR \�j\\%\\%� I I ✓\\%\ ° a, d ;/ 8'COMPACTED SUBBASE(PER SECTION 304 PLAN 8�SITE WHEN WORKING ON THIS SITE /\ \� e I I° ,�\\'\�� , 3 5 ALL UNSOUITABLEE MATERIAL&.T.STANDARD I REPLAOCE WITH REMOVE // " y (4)/'0x5'L STAINLESS SUITABLE.COMPACTED MATERIAL.ALL AS DIRECTED DETAILS WEDGE ANCHOR By THE ENGINEER.COMPACTION UTILIZING OPTIMUM CALL:1-800-832-6662 BASE PLATE DETAIL RSxBx'/e' TRENCH WIDTH MOISTURE CONTENT TO AT LEAST 95%STANDARD ° ° ON CONCRETE PAD PROCTER DENSITY.SUBMIT TEST RESULTS FROM SHEET NUMBER: WHITE METAL SIGN W/BLUE LETTERING) NOTE: ASTM D698(MOISTURE)&ASTM D2992(DENSITY PER SITEPROI BASE SHOE PIPE COLUMN NUCLEAR METHODS)FOR REVIEW. EMERGENCY SIGN (SITEPROI MODEL No.SP126) BITUMINOUS PAVEMENT 1 ATYPICAL SIGNAGECABLE BRIDGE DETAIL PIPE BASE DETAIL s REPAIR DETAIL OVER TRENCH (,_� SCALE:N.T.S. SCALE:N.T.S. (`,_� SCALE:N.T.S. SCALE:N.T.S. �j ANTENNA MOD ELS. L ADATED & 3 ANTENNA SPECIFICATIONS AZIMUTHS PER RFDS DATED 08/8/04/22 NO Q AOh P° NEW P2.5 STD(2.875'O.D.)xe'-O' M- E- ANTEN TONNA FL EL REMOTE RADIO/I'MA CABLE CABLE at&t Q o?Q LG.PIPE MASTS.TYP.l2)PER SECTOR MODEL QTY D-TILT D-TILT TECHNOLOGY STATUS X.ZIMUTH SgUIDS SECTOR.TOTAL OF(6). (PCI CONFIGURATION STATUS LENGTH pS U s t 9 4T4R B14B14/B29/ EXIST.92'-0'2 AGL MONOPOLE TOWER y= n � 0 2 Al:COMMSCOPE NNHH-65A-R4-V2 1 0' - LTE 700/850/1900/AWS NEW 75' 340 MOUNT KEMBLE AVENUE O.D.=31.5'2,(V.I.F. 240' /� ew ALPHA A2:COMMSCOPE KVVSS-65A-R3 1 D° - 700/850/1900M/CS NEW 75' 0° 4T4R B25B66/4T4R B5 MORRISTOWN,NEW JERSEY 07960 ( ) a 1 p9 p C BAND/DoD /4T4R 630 61 0° 4T4R B14B14B29/ Bl:COMMSCOPE NNHH-65A-R4-V2 1 0° - LTE 700/650/1900/AWS NEW 75' 12 -COAX N BE 120° 4T4R B25B66/4T4R B5 ( ) s 120'2 - �• a B2:COMMSCOPE KVVSS-65A-R3 I 0° - 700/850/1900/WCS NEW 75' /4T4R B30 CABLES NEW AT&T ANTENNA ^ C BAND/DOD APT MOUNTED TO NEW 3,8 ANTENNA MOUNT.TYP.(2) a2 h 8 2 4T4R BI4B14/1329/ ENGINEERING PER SECTOR.TOTAL OF(6) 3 Gl:COMMSCOPENNHH-65A-R4-V2 1 O' - LTE 700/850/1900/AW5 NEW 75' GAMMA 240° 4T4R B25B66/4T4R B5 (.�nopo �� `ro � G2 G2:COMMSCOPE KVVSS-65A-R3 1 O' - 700/850/1900ANCS NEW 75' /4T4R 630 6000. C BAND/D°D W7 ERFOR.CT 06 65 EXTENSION-SUITE 311 (2)NEW SITEPROI UWS6-NP 0� '!�LL GPS (1)NEW N/A WATERFORD,TSTEC5 PH((SW)6 i-1697 COMPACT MONOPOLE a J' (1)Yz 202 WWW.ALLPOINTSTECH.COM FAX(860)E630935 MOUNTS&(2)LP-42 LARGE CONSTRUCTION DOCUMENTS POLE ADAPTER KITS �. O s NO DATE REVISION s. NT#2 S-6' ANT#1 7001 LTE 700/ TOP 0 09/14/22 FOR REVIEW:JRM (2)NEW SITEPRO1 UWS6-NP COMMSCOPE COMMSCOPE 1 11/23/22 REV.PER COMMENTS:JRM COMPACT MONOPOLE MOUNTS&(2) --Io NNHH-65A-R4-V2 KVVSS-65A-R3 2 01/10/23 REV.PER FAA-1A:JRM 850119 5011 BANDI SAGS g50/19001AW LP-42 LARGE POLE ADAPTER KITS 68.3 LBS r TOP 35.5 LBS 3 .. NEW AT&T TWIN TRIPLEXER /C gANDID°D 19.6' 8.03 SF --Th--O 3.62 SF 4 MOUNTED TO PIPE MOUNT 5 1'_ BELOW ANTENNA.TYP.(2) 0- 120° ` PER SECTOR.TOTAL OF(6) T/NEW AT&T ANTENNAS 5 AGL FRONT SIDE 11.85' JET/NEW AT&T ANTENNAS ■ t '® 5 ANTENNA PLAN 977.0•-AGL FRONT SIDE / C-2 SCALE:%g V-0'• �r QF NEIw. y 4h NEWAT&TANTENNAS _ t� `•`� Pl�. cly, O @ 75.O'z AGL G� j, .t\� FRONT SIDE PLAN FR NT SIDE PLAN 7 NEW AT& o T ANTENNA MOUNTED TO NEW ^ ® ao M iII '�^i Y O ANTENNA MOUNT.TYP.(2) M I� vi Gz '■ NEW AT&T TWIN TRIPLEXER *' + o PER SECTOR.TOTAL OF(6) 5 MOUNTED TO PIPE MOUNT 11 y,5•I Ig,31 11 1.6' 16,5.1 /f--� 4 NEW &T DIPLEXERS _ BELOW.TOTAL O (6) (2)PER C 72.0'2 AGL SECTOR.TOTAL OF(6) NEW P2.5 STD(2.875'O.D.)x8'-O' (U LG.PIPE MASTS.TYP.(2)PER 'X-- -1 NOKIA AIRSCALE RRH 4T4R B30(OR EQUAL) NOKIA AIRSCALE B5 RRH(OR EQUAL) EXIST.92'-0'2 AGL MONOPOLE TOWER 19.6' 7.8' 11.9' 7.1 RRH AHNA(10OW) RRH 4x4OW 850-LTE(160W) (O.D.=31.5'2,(V.I.F.) SECTOR.TOTAL OF(6) ) - \ REMOTE RADIO HEAD(RRH) REMOTE RADIO HEAD(RRH) WXD%H=12.5*x6.3'xI3.7'(39.0Lbs) WXD%H=11.6'x6.5'x13.3'(35.3Lbs) PANELANTENNAS 0786 3 FRONT SIDE PLAN FRONT SIDE PLAN 2 ANTENNA MOUNTING DETAIL 3 ANTENNA DETAIL 9���sstor� C-2 SCALE:Yz"=1'-0 #I N NOTE Q CABLES SHALL BE FLUSH MOUNTED TO MONOPOLE TOWER IN A 12.1' 6 A _,�" SINGLE ROW AND MUST NOT BE STACKED UNDER ANY CIRCUMSTANCES.CABLES&MOUNTING HARDWARE SHALL BE DESIGN PROFESSIONALS OF RECORD 12.1• 5.9. .•,.. PAINTED A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY i COMPATIBLE WITH THE COLOR OF THE EXIST.TOWER PROF:SCOTT M.CHASSE P.E. NOKIA AIRSCALE TRI RRH 4T4R B12B14/B29(OR EQUAL) NOKIA AIRSCALE DUAL RRH 4T4R 625/666(OR EQUAL) y���eeeeee COMP:APT ENGINEERING EXTENSI N,SUITE 311 RRH 370W AHLBBA RRH 320W AHFIB I ' ADD: 567 VAUXHALL STREET REMOTE RADIO HEAD(REM REMOTE RADIO HEAD(RRH) WATERFORD,CT 06385 WxDxH=14.1'x7.8'x24.0'(94.8 Lbs) WxDxH=12.I'x5.9'x22.O'(66.1 Lbs) NOTES: t-5/8'x3-1/4'HORIZONTAL DEVELOPER:CENTERLINE 1. DIMENSIONS SUBJECT TO CHANCE BASED UPON AVAILABILITY AT TIME OF CONSTRUCTION. UNISTRUT.PART#PIODIT COMMUNICATIONS LLC 2. MANUFACTURER'S RECOMMENDED RRH CLEARANCES:FRONT:36';SIDES:12';BOTTOM:24' VERTICAL PIPE 3/8'DIA FLAT WASHER(GYP) COMMSCOPE CBC78T-DS-43 ATTACHED TO VERTICAL STEEL. ADDRESS: 5550 MERRICK RD., 3. SFPs ARE PROTOCOL SPECIFIC.THE CONNECTIONS BETWEEN RRHs AND BBUs ARE CPRI TWIN DIPLEXER CUT TO REQUIRED LENGTH.TYP. + SUITE 302 3/8'DIA NUT(GYP) IXIST.92'-0'2 AGL MONOPOLE TOWER CONNECTIONS.AND REQUIRE CPRI SFP(ON BOTH ENDS).THE CONNECTIONS BETWEEN BBUs HxWxD=6.4'x6.9'x4.T(10.4 Lbs) MASSAPEOUA,NY 11758 AND 7705 ARE ETHERNET AND REQUIRE ETHERNET SFP(ON BOTH ENDS.) 3/6:DIA U-BOLT 1-5/8'x3-1/4'HORIZONTAL CHANNEL NUT WITH SPRING. �41RRH EQUIPMENT TWIN DIPLEXER (FYP)U-BOLTS TO UNISTRUT.PART OPIOOIT UNISTRUT PART#P10O8 TWELVE(12)%COAXIAL CABLES w/SNAP-IN BE SIZED ATTACHED TO VERTICAL HANGERS SUPPORTED ON SNAP-IN NOTE: C-2 SCALE:Y{=1'-0" (-2 SCALE:1"=1'-0' ACCORDING TO PIPE 1 PIPES CUT TO REQUIRED :111 DIA FLAT WASHER(TYP) STAND-OFF ADAPTERS(COMMSCOPE PM/ IT IS A VIOLATION OF NEW YORK STATE SIZE. 1 - 294562).SECURE HANGERS TO MONOPOLE EDUCATION LAW ARTICLE 145,SECTION LENGTH(TYP FOR 2) \ / TOWER w/TYPE 316 SS BANDING;3/4"W IDE x 7209(2)FOR ANY PERSON,UNLESS 1 3/8'DIA BOLT(fYP) 0.03'THICK(BAND-IT P/N C40699)AND HEAVY ACTING UNDER THE DIRECTION OF A I 1-5/8'VERTICAL UNISTRUT. DUTY TYPE 316 SS EAR-LOKT BUCKLES LICENSED PROFESSIONAL ENGINEER OR PART#PIOOOT CUT TO BAND-IT PIN C45699)Q 4'-0.O.C.(MAX.)(TYP.) LAND SURVEYOR,TO ALTER AN ITEM IN REQUIRED LENGTH TYP) ANY WAY.IF AN ITEM BEARING THE SEAL TWIN TRIPLEXER(QTY 7 OF ALTERED,ENG INEERORLANDSURVEYOR IB VARIES)(BEYOND) P2 \ ( ) // 4 CABLE OFANNGINE ALT RING RORLAND SU ENGINEER OR RI RRH(825/B66)(QTY VARIES) q LANDSURVEYOR SHALL AFFIX TO THE I ER62 -o SUPPORT DETAIL ITEM HIS SEAL AND THE NOTATION RRH(B5)(QTY 4 - -- _ _ "ALTERED BY"FOLLOWED BY THE VARIES) Gz 1-� F i i i-1 6 TWIN DIPLEXER(QTY C-2 SCALE:1Yz'=T-O" SIGNATURE AND THE DATE OF SUCH FRONT SIDE PLAN _ �-1 _l L_J �_J _J L_ 62 VARIES)(BE / ALTERATION,AND A SPECIFIC 1--1 -1 - DESCRIPTION OF THE ALTERATION. �D ® i-110 [11 _ +II�� -Il- 4 RRH(B 12/B 14/629) RRH(630)(QTY 4 G2 (QTY VARIES) AT&T AT _ VARIES) G2 LI-6425 TO SEPARATION T REMOTE REQUIRED SITE 31775 MAIN ROAD t--� ______________ ____ __ _________-__-_____-__ RADIO HEAD UNITS(RRHs) COMMSCOPE CBC1726-DP-2X -.. ti AS PER MANUFACTURER'S ADORESS:CUTCHOGUE,NY 11935 TWIN DIPLEXER(OR EQUAL) - _ WxDxH=5.Ox7.2x6.0'(13.92 lbs) 7 SPECIFICATIONS.TYP. APT FILING NUMBER: NY474600 v 3 EQUIPMENT DATE: 09/14122 DRAWN BY: DRA IN DIPLEXER DETAIL _�. .�. -I-I-6= •---2 �-`- Typ S.1 MOUNTING FRAME , C_2 SCALE:1"=1'-0" i_ ----- o Z CHECKED BY:JRM N DO NOT INSTALL CAPS ON SHEET TITLE: I BOTTOM OF UNISTRUT(GYP) FRONT SIDE PLAN L_ ANTENNA PLAN& NEW EQUIPMENT PAD FRONT VIEW DETAILS '-� ��"I___"__}_`__� i NOTES: 24" 12 �( 1. ALL EXPOSED UNISTRUT ENDS TO BE CAPPED WITH UNISTRUT CAP(MODEL#P2860-10). 9' 22' 2. ONLY 3-1/4'(HORIZONTAL)&1-5/8'(VERTICAL)UNISTRUT TO BE USED FOR RACK CONSTRUCTION. NOTE. SHEET NUMBER: f 3. EXTEND UNISTRUT AS NEEDED BASED ON LENGTH OF ANTENNA SECTOR.DO NOT CANTILEVER UNISTRUT FOR DIMENSIONS SHOWN ARE COMMSCOPE STX61742T-43 MORE THAN 24'BEYOND CANOPY POST. APPROXIMATE.VERIFY W/CM TWIN TRIPLEXER(OR EQUAL) 4. FOR SPANS GREATER THAN 6-O'USE UNISTRUT PART#PIC01. PRIOR TO CONSTRUCTION HxWxD=4.6x9.O'x2 2'(13.9±Its) (� 1T IN TRIPLEXER DETAIL ANTENNA CABLING DIAGRAM RRH EQUIPMENT MOUNTING @ EQUIPMENT PAD 11 FIBER MANAGEMENT BOX C_2 SCALE:1"=1'-0" C-2 SCALE:N.T.S. C-2 SCALE:Y,"=1'-0" C-2/SCALE:s/"=1'-0" GENERATOR MECHANICAL NOTES: ® at&t 1 TRENCH SURFACE RESTORATION AS REQUIRED TO 8 1. THE MECHANICAL SUBCONTRACTOR SHALL COORDINATE ALL WORK TO BE PERFORMED _ MATCH EXISTING CONDITIONS G7 WITH THE GENERAL AND ELECTRICAL CONTRACTORS.ANY WORK DONE BY THIS 1 CONTRACTOR WHICH INTERFERES WITH WORK BY OTHERS AND WHICH WAS NOT FIRST COORDINATED SHALL BE REMOVED AND RELOCATED AT CONTRACTOR'S EXPENSE. 340 MOUNT KEMBLE AVENUE MORRISTOWN,NEW JERSEY 07960 r r• 2. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND O\ X i / 6'WIDE METAL CORE U/G THE PLACEMENT OF ALL EQUIPMENT PRIOR TO THE START OF HIS WORK.NO EXTRAS _ �� I I WARMNG TAPE W/ WILL BE ALLOWED DUE TO EQUIPMENT LOCATION CHANGE FROM THAT ON THE 'CAUTION BURIED UTILITY DRAWING. LINES'0 1'-0'BELOW APT E 3. IT IS THE INTENT THAT THE WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT NEW AT&T 15'x16'-O'CONCRETE ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE ENGINEERING NEWAT&T METER& 2 EQUIPMENT PAD W/(1)EQUIPMENT APPROVED COMPACTED DRAWINGS,BUT NECESSARY TO FULLY COMPLETE THE WORK.SHALL BE PROVIDED. DISCONNECT ON NEW X CABINET.(15)RRHs. (6)TWIN DRY BACKFILL(95%MAX 597VAUXHALL STREET EXTENSION-SUITE 311 MULTIMETER CENTER E-1 \O' I TRIPLEXERS&(12)TWIN DIPLEXERS. DENSITY)COMPACTION PER 4. THE LOCATION OF SOME ITEMS SHOWN ON THE DRAWINGS MAY BE APPROXIMATE AND WATERFORD,CT 06385 PH:(860)-663-1697 (2)PURCELL CABINETS&20kW ASTM D15571N 8'LIFTS THE OWNER SHALL HAVE THE RIGHT TO MAKE MINOR REVISIONS BEFORE THE WORK IS W WWULPOINTSTECH.COM FAX @@)-66&0935 X NATURAL GAS POWERED DC INSTALLED WITHOUT ADDITIONAL COST. ',d•,^i NEW U/G GAS SERVICE FROM EXISTING e GENERATOR. CONSTRUCTION DOCUMENTS GAS MAIN TO NEW AT&T DC POWER 2 I - 12'SAND COVER OVER PIPE '.y,- 5. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY VALVES.AND ALL pig NO DATE REVISION GENERATOR(TYP).SIZE&FINAL ROUTE GAS PIPE WITH 20 MIL ;-;: CONTROL DEVICES REQUIRED FOR PROPER COMPLETION OF UTILITY PIPING. TO BE COORDINATED WITH LOCAL M-T X e POLYETHYLENE SLEEVE O 0 09114/22 FOR REVIEW:JRM UTILITY PROVIDER&PROPERTY OWNER. I / CORROSION PROTECTION o 6. ALL WORK SHALL BE IN ACCORDANCE WITH 2020 MECHANICAL CODE OF NEW YORK 1 112322 REV.PER COMMENTS:JRM STATE(NYS).2020 PLUMBING CODE OF NEW YORK STATE(NYS).2020 BUILDING CODE OF ,a,,J•o,:d o�b-e'o 2 01/1023 REV.PER FAA-1A:JRM X T SAND BED FROM MAIN NEW YORK STATE(NYS)AND NFPA 54.ODE FUEL GAS CODE BL NEW YORK STATE& —GA GAS CA TO METER PIT:F-O'MIN IN NFPA58,LIQUEFIED PETROLEUM GAS CODE(WHERE APPLICABLE). 3 ROCK. 4 7. INCLUDE ALL UTILITY COSTS BNCLUDING GAS SERVICE TO METER)AND SUBMIT FOR NEW 5 GAS SERVICE THROUGH NATIONAL GRID GAS DEMAND IS 352 CFH AT 11 TO 14 INCHES 6 TRENCH WIDTH W_C. V-6'(GAS) 8. ALL BELOW GROUND GAS PIPING SHALL BE POLYETHYLENE(PE)PLASTIC PIPE OR TUBING TYPICAL DETAIL PE 2406(MEDIUM DENSITY YELLOW)OR PE 3408(HIGH DENSITY BLACK)CONFORMING TO - NEW AT&T 20kW NATURAL GAS 3-6 �' O ASTM D2513.SPECIFICATIONS FOR THERMOPLASTIC GAS PRESSURE PIPE SYSTEMS POWERED DC-GENERATOR. M-1 / SHALL BE USED. GAS TRENCH of NEtq, / 9. PE PLASTIC PIPING MAY NOT BE USED FOR CAS PIPING INSIDE OR BENEATH BUILDINGS. C� X— X— X— X— X— X— X— M_� SCALE:N.T.S. OR FOR VENTING GAS PRESSURE REGULATORS. 7,?� •�'� {Vi. CyO 10.THE FOLLOWING SPECIFICATIONS SHALL BE USED FOR PE FITTINGS(WHERE Co C.fO A�tS� r APPLICABLE): ASTM D2683 SPECIFICATION FOR SOCKET TYPE POLYETHYLENE FITTINGS FOR Ar e POLAR POWER INC. OUTSIDE DIAMETER CONTROLLED PE PIPE AND TUBING. n M ARTIAL COMPOUND PLAN ° 0 20 2UM NATURAL GAS E0 POWER GENERATOR — BUILD NUMBER:V020G360TE004-ALUMINUM ENCLOSURE ASTM D3261 SPECIFICATION FOR BUTT FUSION POLYETHYLENE(PE)PLASTIC FITTINGS FOR POLYETHYLENE(PE)PIPE AND TUBING. M-1 SCALE:1"=10'-O" (IN FEET)1 inch= 100 ENGINE MODEL:FORD MSG 425 �f DRY WEIGHT= 10241bs ASTM F1055 STANDARD SPECIFICATION FOR ELECTROFUSION TYPE PE FITTINGS ` T CONFORMS TO UL STD 2200 FOR OUTSIDE DIAMETER CONTROLLED PE PIPE AND TUBING !\� CERTIFIED TO CSA STD C22.2 No. 100 11.PROVIDE ESCUTCHEONS WHERE PIPES PENETRATE FLOORS.WALLS OR CEILINGS. ORuusr srua out.1 s c• `` NOTICE:NO WORK(SITE)WILL BE PERMITTED UNTIL . C�. oEa ww�REw xEO 12.ALL GAS PIPING OTHER THAN THAT NOTED ABOVE SHALL BE SCHEDULE 40 BLACK IRON ADEQUACY OF SERVICE IS DETERMINED BY GAS UTILITY EOR rxlOrsioN PIPE. WITH THREADED FITTINGS. - ExrE7aiori r.iusr RE sflT PROVIDER-CONTRACTOR TO COORDINATE DETERMINATION 13.FIELD PAINT EXPOSED VERTICAL GAS PIPE RISER AT BUILDING EXTERIOR TO MATCH WITH SERVICE PROVIDER EXISTING BUILDING FACADE.ALL OTHER PIPE TO BE PAINTED YELLOW. COORDINATE GAS PIPE PENETRATION o not NR pHnusT Ir°uR soEsi 14.FOR OTHER THAN BLACK IRON PIPE,LABEL ALL EXPOSED PIPING PER CODE AND UTILITY DESIGN PROFESSIONALS OF RECORD - INTO ENCLOSURE WITH MANUFACTURER. 5 IY-NATURAL GAS TO Q & COMPANY REQUIREMENTS, C,! PROF:SCOTT M.CHASSE P.E. PRESSURE REGULATOR 11-1 GENERATOR. 4f 15. ALL VALVES USED IN METALLIC PIPING SYSTEMS MUST HAVE PRESSURE CONTAINING COMP:APT ENGINEERING (BY SERVICE PROVIDER) --DED ' PARTS OF STEEL,DUCTILE(NODULAR)IRON.MALLEABLE IRON OR BRASS. ADD: 567 VAUXHALL STREET SERVICE VALVES - "--DED EXTENSION,SUITE 311 M (Typ 2PL) 9Q ® STOP SMCH 1 16.ALL MATERIALS USED,INCLUDING VALVE SEAT DISCS.PACKING,SEALS AND WATERFORD,CT 06385 CONNECTION TO EXISTING GAS , ooO u:DDDR DIAPHRAGMS MUST BE RESISTANT TO THE ACTION OF LP GAS UNDER SERVICE SERVICE BY LOCAL UTILITY PROVIDER _ R"KE"ccs cuARO6o CONDITIONS.MANY VALVES ARE LISTED BY INDEPENDENT TESTING LABORATORIES FOR DEVELOPER:CENTERLINE I' lOCcu�G USE IN LP GAS SERVICE,THESE CAN BE USED AS RECOMMENDED BY THE COMMUNICATIONS LLC HN GAS GAS GAS GAS�. MANUFACTURER.OTHER VALVES CAN BE USED,BUT MUST COMPLY WITH THE ADDRESS: 5550 MERRICK RD., REQUIREMENTS OF NFPA 58 AND SHOULD BE RECOMMENDED BY THE MANUFACTURER SUITE 302 FOR LP GAS SERVICE TO BE SURE THAT ALL THE COMPONENT PARTS OF THE VALVE ARE EXISTING GAS SERVICE aaa7777��}}}} OOLwG aRitnfl MASSAPEOUA,NY 11758 FROM STREET I..PAR— APPROVED FOR LP GAS SERVICE. COORDINATE WITH NATIONAL GRID TO aim 42A7 HAVE GAS METER INSTALLED.LABEL'AT&T' 17.VALVES USED WITH POLYETHYLENE PIPE AND TUBING MUST MEET THE REQUIREMENTS NOTE: OF ASTM D2513 AND BE SO MARKED. IT IS A VIOLATION OF NEW YORK STATE coouHOaa uiu:4 Hror4 EDUCATION LAW ARTICLE 145,SECTION °OOR ERorn DDDR S resin nccPss 7209(2)FOR ANY PERSON,UNLESS 13 _ ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR GAS SERVICE CONNECTION/RISER DIAGRAM LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL M_'I SCALE:N.T.S. OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR GENERATOR SCHEMATICS LAND IS SEA AND THL NOTATION ITEM HIS SEAL AND THE NOTATION BRAIDED STAINLESS FLEXIBLE ENGINE SHUTDOWN NI-1 SCALE:Y2"=1'-0" "ALTERED BY"FOLLOWED BY THE CONNECTOR.SIZE PER ENGINE SOLENOID BY GENERATOR SIGNATURE AND THE DATE OF SUCH MANUFACTURER ALTERATION,AND A SPECIFIC REDUCER SECOND STAGE DESCRIPTION OF THE ALTERATION. REGULATOR BY INSTALLER.FISHER AT&T AT TYPE:912-]OI LI-6425 CONNECT TO 1 1 SITE 31775 MAIN ROAD CARBURETOR ml m ADDRESS:CUTCHOGUE,NY 11935 APT FILING NUMBER: NY474600 DATE: 0911422 DRAWN BY: DRA IY2-SHUTOFF VALVE Y{0 MOUNTING CHECKED BY:JRM HOLE,TYP.(4PL) 3'-3' SHEET TITLE: 2 NEW IY2-NATURAL GAS FUEL SUPPLY LINE. NOTES: MECHANICAL PLAN, 11.7 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH GENERATOR DETAILS&NOTES MANUFACTURER. NOTE:INSTALL COMPONENTS IN ACCORDANCE 2. SECURE GENERATOR TO CONCRETE SLAB PER MANUFACTURER'S W/GENERATOR MANUFACTURERS INSTRUCTIONS. RECOMMENDATIONS. SHEET NUMBER: GENERATOR CONNECTION DETAIL GENERATOR BOLTING PATTERN M-1 SCALE:N.T.S. MI-1 SCALE:'Yy"=1'-0" M-1 -1 4 16' 3' ® JJ((������ 1'-83/e 4' ' 4'-9' -4' 5'-7y4" l�^^^^.l.tt7C.t 1 ISEE PLAN SEE PLAN 340 MOUNT KEMBLE AVENUE PIPE END CAP MORRISTOWN,NEW JERSEY 07960 GALV.(PYP.4 PL) e � a o IWs m P3.0 STD.GALV.POST. APT TYP.(SEE PLAN) ENGINEERING S gi FRAME 7 a 2'CLR 1' 8' _ 3/4'CHAMFER Ur k4 REBAR@ (Pyp,) (PYP,) (TYP.) 567 VAUXHALL STREET EXTENSION-SUrtE 317 ALL AROUND int 12'O.C. WATERFORD,CT06385 PH(860)6631697 ICE BRIDGE SUPPORT EACH WAY NNNNALLPOINTSTECH.COM FAX(860)630935 6 cc g3/� 5 POST BASE PLATE, ii p� W J _ �� 61 TYP.(1 PL). ;. A. ° a' b 15/'UNISTRUT W/%" CONSTRUCTION DOCUMENTS r �O _ m U-BOLT CONNECTIONS =1�- III=III=11 NO DATE REVISION FRAM UNISTRUT 0 09/14122 FOR REVIEW:JRM L — v FRAMING-SIZE PER � 1 11/2322 REV.PER COMMENTS:JRM FIELD CONDITIONS 2 01/10/23 REV.PER FAA-1A:JRM EQUIPMENT FRAME 3 2 AT&T 15'x16'-O' COMPACTED 4.000 PSI GONG.SLAB(SEE PLAN W 3 GRAVEL BASE FOR PAD DIMENSIONS) 4 (SIM.) S-t (4E,000 PSO NOTES:CONCRETE 5 S-1 EQUIP.SLAB. 2 NEW CONCRETE EQUIPMENT PAD 6 N 1. CONTRACTOR SHALL COORDINATE ALL SLAB DIMENSIONS&HOLD DOWN REQUIREMENTS W/ \ 7 EQUIPMENT MANUFACTURER. BASE PLATE 4 2. CONCRETE SLAB DESIGN IS BASED ON A MINIMUM (TYP.4 PL) g1 ' ALLOWABLE SOIL BEARING PRESSURE(qO OF 1.500 PSF OF N&,- Y 7 E UIPMENT LAYOUT PLANCONCRETE PAD DETAIL EQUIPMENT MOUNTING FRAME DETAIL �`� oz� M. C;Y4 v S-1 SCALE:y"=1'-0" (IN FEET)t inch=4 R. V. S-1 SCALE:N.T.S. $-� SCALE:N.T.S. P3.0 STD Byz SUPPORT PIPE y" s IYi 5Yi Iyi 8'LG.(MIN.) 1 HAS-V-36 THREADED ROD. j� R8Yix8Yz'x%- *AA ',_ LAT WASHER&NUT.SET gSy-x8Yi x' HILTI HY-200-R EPDXY y� DESIGN PROFESSIONALS OF10,DHESIVE w/5%-EMBED. P3.0 STDPROF:SCOTT M.CHASSE P.E. SUPPORT PIPE(4)%0 x 8'LG(MIN)HAS-V-36 O : 667 APT E GINEERING NOTE: ADD. EXTENS ONA SUTE 11T THREADED ROD.FLAT WASHER& MIN.SLAB NUT.SET IN HILTI HY-200-R EPDXY WATERFORD,CT 06385 THICKNESS 8': ADHESIVE W 5s/e EMBED. MIN.ANCHOR EDGE COMMUNICATIONS LLC BASE PLATE DETAIL DISTANCE=6' PLAN A-A DEVELOPER:CENTERLINE FENCE NOTES: ADDRESS: 5550 MERRICK RD., ON CONCRETE PAD 1. ATTACH EACH GATE WITH 1-1/2 PAIR OF NON-LIFT-OFF TYPE, SUITE 302 PIPE BASE PLATE MALLEABLE IRON FORCING.PIN-TYPE HINGES.ASSEMBLIES MASSAPEQUA,NY 11768 SHALL ALLOW FOR 180°OF GATE TRAVEL. 2. FENCE POST SPACING NOT TO EXCEED 10'-O'O.C. 3. REFER TO ELECTRICAL SHEETS FOR GROUNDING. 4. ALL FENCE GATE.LINE AND TERMINAL POSTS TO BE SIZED BY NOTE: MANUFACTURER TAKING INTO ACCOUNT LOCAL DESIGN IT IS A VIOLATION OF NEW YORK STATE CRITERIA.GATE LEAF SPANS&INSERTS(AS REQUIRE GATE OPENING. 3 STRANDS OF EDUCATION LAW ARTICLE 145,SECTION REFER TO SITE PLAN 1/C-1 4-POINT BARBED WIRE 7209(2)FOR ANY PERSON,UNLESS ACTING UNDERTHE DIRECTION OF A CONTINUOUS TOP RAIL LICENSED PROFESSIONAL ENGINEER OR 2'X2"-9 CA.FENCE LAND SURVEYOR,TO ALTER AN ITEM IN FABRIC W/GREEN VINYL ANY WAY.IF AN ITEM BEARING THE SEAL HEAVY PRESSED PRIVACY SLATS. OF AN ENGINEER OR LAND SURVEYOR IS STEEL BARBED WIRE COORDINATE W/OWNER ALTERED,THE ALTERING ENGINEER OR OUTRIGGER ARM (TYP.) LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION COMPOUND FENCE PROVIDE DIAGONAL 'i>t•} -- 1 1/2'TOP CONTINUOUS "ALTERED BY"FOLLOWED BY THE '. `� FROST-FREE }• 2-1/2• ¢ SIGNATURE AND THE DATE OF SUCH w!BARBED WIRE& 6 ADJUSTABLE RIDE ' .,. RAIL ] CENTER RAIL HEAVY DUTY .�?'}` GREEN VINYL S-1 AND TURNBUCKLE }; I1/2'HORZ. CORNER O� ALTERATION,AND ASPECIFIC PRIVACY SLATS ASSEMBLY AT ALL ��C. `�``` '�'ARM LATCH RAIL POST 'v 2"0 GALVANIZED DESCRIPTION OF THE ALTERATION. CORNERS ��` `�"} � " 3 LINE POSTS CONTINUOUS €, 2"x2--9 GA.FENCE FABRIC BOTTOM RAIL AT&T AT TENSION '�' 0 W GREEN VINYL PRIVACY ��' 'FRAME }� h' WIRE 1/2'CROWN FOR LI-6425 5o 2'x6'PT SLATS.COORDINATE w/ r Y. �ktX`}��r'12k�"�� 4-GATE ! Cy DRAINAGE OWNER(PYP.) '(JS*Y•T:`t??? POST.TYP. FINISHED w FINISHED GRADE TO SITE 31775 MAIN ROAD GRADE MATCH EXIST. ADDRESS:CUTCHOGUE,NY 11935 6'THICK 3/4'CRUSHED STONE 2'x4'x18' '' - -"' APT FILING NUMBER: NY474600 PRESSURE �� �� 12"0 SONOTUBE III= 5/e"DIAM. r-I HE �= ¢ T= DATE: 0911422 DRAWN BY: DRA TREATED C-S O.C. - - FORMED CONCRETE ]. �Jf- 1 PINTLE ROD= JT= -� €, �? 7�. _ GRADE TO DRAIN - III- I-II = F� ih € .: lu BASE(3500 PSI MIN.) CHECKED BY:JRM ,-� - V GAP BETWEEN �j _ - - J- - FINISH GRADE AND = f - 7 - SHEET TITLE: _ - �' - -p UNDISTURBED EARTH. c 4 z 111= BOTTOM OF GATE STABILIZATION 1. lli-, -1i11 -11_IT1- I --L-1i1-1 111-1TI,,,�' IT,,,T TI NOTE IN PAVED AREAS EQUIP.LAYOUT PLAN FABRIC ON �{} - -J, --,LLI:LIMIT HOLD TOP OF FOOTING COMPACTED SUBGRADE }ly{I OF 1'-O" 6'BELOW FIN.GRADE &DETAILS STONE MIN. COMPOUND EXPANSION DETAIL CHAIN-LINK FENCE & GATE DETAIL SECTION SHEETNUMBER: $-1 SCALE:N.T.S. $-1 SCALE:N.T.S. $-1 SCALE:N.T.S. IsaI EXIST.VERIZON METER& DISCONNECT ON SERVICE FRAME NOTES & SPECIFICATIONS: �7 EXIST.MESA SPAN CABINET SITE UTILITY NOTES: (1) (3)#3/0+(1)#61N 210 PVC. at&t &VAULT 1 1, CONTRACTOR SHALL ENGAGE THE SERVICES OF AN (2) 12 PR SINGLE MODE FIBER CABLES WITH LC-SC JUMPER N•I.F.).3'C. I� UNDERGROUND UTILITY LOCATING COMPANY TO (3) (2)SETS OF 04/0 AWG FEEDER CABLES IN(2)2-C.TERMINATE PER MANUFACTURERS SPECIFICATIONS. T_ �T LOCATE ALL UNDERGROUND EQUIPMENT IN THE MAKE ALL CONNECTIONS AS PER (4) (D ETHERNET(CATS)&(1)#4 G w/PULL STRING IN 1-.TERMINATE PER MANUFACTURER RECOMMENDATIONS. 340 MOUNT KEMBLE AVENUE (5) NEW AT&T POLAR POWER INC.20kW PROPANE POWERED DC GENERATOR-POLAR BUILD If V020C360TE004. MORRISTOWN,NEW JERSEY 07960 FFF_ TRENCHING AREA TO AVOID ANY DAMAGE. UTILITY COMPANY'S REQUIREMENTS 12024OV,10,3W,60 HZ W/ENCLOSURE,REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION. X -X -X 2. HAND EXCAVATE WITHIN 5'OF EXIST.UNDERGROUND PROVIDE RODENT SCREEN AT UNDERSIDE OF GENERATOR.COORDINATE WITH GENERATOR MANUFACTURER. UTILITIES(V.I.FJ MAINTAIN 18°MIN.CLEARANCE. (6) %4'C,2-1112+#12G TO 20 AMP CIRCUIT BREAKER IN INTEGRATED LOAD CENTER FOR BATTERY CHARGER. (7) C,2-#l2+#12G TO 20 AMP CIRCUIT BREAKER IN INTEGRATED LOAD CENTER FOR BLOCK HEATER. aC 3. CONTRACTOR TO COORDINATE TRENCHING (8) %4"C,2-#l2 t#I2C TO 20 AMP CIRCUIT BREAKER IN INTEGRATED LOAD CENTER.PROVIDE GFCI RECEPTACLE. APT i (9) (2)#6.(2)#12.#f OG.1"C RADIO CABINET POWER&GFI CIRCUITS 1 OPERATIONS W/OWNER AND/OR MANAGEMENT U U COMPANY 50 AS TO MINIMIZE DISRUPTIONS TO THE (10)(2)#12,#12C IN 3/q C LIGHTING BRANCH CIRCUITS. ENGINEERING 3I 13 X EXIST.PROPERTY OPERATIONS. (11)(2)#12.#12G,IN%4"C TO TELCO CABINET GFI ti (12)(2)#10,(2)912.#IOG IN%'C TO EQUIPMENT CABINET&GFI CICUITS 567 VAUXHALL STREET EXTENSION-SUITE 311 F I a i (13)(1)02 BCW IN 1"C FROM MCB TO DC GENERATOR.BUS BAR PER MANUFACTURER AND NEC REQUIREMENTS. WATERFORD,CT06385 PH.(660)-6631697 NEW AT&T UNDERGROUND TELCO SERVICE WaWVALLPOINTSTECH COM FAX(660)-6630935 FROM EXIST.MESA SPAN TO NEW AT&T 4 I x EQUIPMENT PAD(87-,LF)ROUTED U1G CONSTRUCTION DOCUMENTS FOLLOWING EXIST.SAW CUT PATH NO DATE REVISION �I EXIT.VERIZON CONCRETE EQUIP.PAD i PROVIDE 20OA.120/240V,1PH,3W,OUTDOOR TYPE. 0 09/14/22 FOR REVIEW:JRM W/S50kW NATURAL GAS GENERATOR& - ' COMBINATION METER SOCKET AND 200A.IP 240V MCB, 1 11/23/22 REV.PER COMMENTS:JRM (2)EQUIP.CABINETS of OR APPROVED EQUAL.MAKE PROVISIONS FOR PAD 2 01/10/23 REV.PER FAA-1A:JRM _ LOCKING.KWH METER SHALL BE PROVIDED BY UTILITY 3 EXIST.BIT.PAVED ACCESS DRIVE [-I X --- COMPANY.COORDINATE INSTALLATION AND ACTIVATION 4 e OFETER WITH UTILITY COMPANY.REFER TO 1/E-l FOR LOCATION.VERIFY LOCATION OF METER WITH UTILITY 6 2 I I 2 6 4 5 OUTLINE OF EXIST.16'-1'±X16'-1"± II COMPCANY AND LOCAL ELECTRICAL INSPECTOR.METER 4 6 I--' so SHALL BE CLEARLY LABELED'AT&T"SERVICE E-1 C-t G1 E-1 M-1 TOWER FOUNDATION.TYP.BELOW -1 (T/CONC-4'-4'BCL) i ENTRANCE,200A,12024OV,10,360" NEW 6'0 X 4'HIGH CONC FILLED STEEL I If` oLl..UT 0 G BOLLARD AT 5"O.C.(MAX),PAINTED P I TRAFFIC YELLOW.TYP.(2PL) PP-1 TELCO r ^' EXIST.MESA SPAN I 200A ( Q E APPROX.LOCATION OF EXIST.BURIED DRYWELL(V.I.F.) CABINET Mce 10 EQUIP. t M• C I - EXIST.STEP DOWN _ CAB NEW AT&T NATURAL ?` �� H.QS O i %V/AC GAS DC POWER TRANSFORMER o u 1 cPI RE GENEj2ATOR F '� -t #3/OG SERVICE R EQUIP. EQUIP. 5 a NEW AT&T COMBINATION METER& 2 ' GROUND PER NEC .+ cnTs LABTDISCONNECT ON NEW SERVICE FRAME. E-1 ' MCB c w/AC NEW 8'HIGH CHAIN LINK FENCE PVC EXPANSION ,:;;;:;;;: RECT n W BARBED WIRE I GREEN VINYL ®U® COUPLINGS 1TYP) r cc,. PRIVACY SLATS(TYP.) I I I❑� 9 ( TO HALO a2c N+-kms 1 ` W L 6 EXIST. APPROX.LOCATION OF EXIST. I ELECTRIC' Jj U/G UTILITIES.TYP.(V.I.F.) SERVICE ISAW CUT EXIST.NSTALLATION OBIT DRIVE TO ALELECTRLOW I °...X.- X® / EXIST.SERVICE STUB-UP CONDUIT(TYP. 3 4 I � AgUF�SSIO�P�� SERVICE MAINTAIN 5'AWAY FROM 2 S I OF ALL CONDORS) E_t E-t 2 2 2 9 3 6 EXISTING ON-SUE U/C DRAINAGE Et G7 13 7 STRUCTURES.REPAIR BIT.PAVEMENT I NOTES: UPON COMPLETION OF INSTALLATION. J�0 N E-LINE DIAGRAM I. BOND IMTSI TO GROUND BAR e vlE-1 SCALE:NTS DESIGN PROFESSIONALS OF RECORD O IS PROF:SCOTT M.CHASSE P.E. O PANEL PPl MOUNTING SURFACE TRANSECTOR COMP:APT ENGINEERING 3 3 NEW U/G ELECTRIC SERVICE FROM EXISTING VOLTAGE 120240,10 MAIN C/B 200A INTEGRATED LOAD TRANSFORMER TO NEW AT&T UTILITY EXIST. RATING 200A MLO CENTER W/ATS ADD: 567 VAUXHALL STREET rn I0 120240/10/3W EXTENSION,SUITE 311 BACKBCARD(SUBJECT TO REVIEW 11 4 TRANSFORMER CIRCUIT SIKE CIRCUIT SIZE WATERFORD,CT 06385 APPROVAL BY LOCAL UT11.TT1'PROVIDER) E-1 DESCRIPTION DESCRIPTION RESTORE LAWN UPON COMPLETION tsl NOTE3 xl NETSURE EQUW.CARNET 60A r.A TVSS 2 Iz1 x12.#12..%-c-/ DEVELOPER:CENTERUNE INSTALLATION. 3 4 COMMUNICATIONS LLC NOTE 4 5 PURCELL EQUIP.CAB.u I 3.A 2oq TELCO GFI 6 121 p l z.p 12G, •C ADDRESS: 5550 MERRICK RD., 7 15A PURCELL EQUIP.CAB.#I CFl 8 NOTE 4 SUITE 302 G NOTE 4 9 PURCELL EQUIP.CAB N2 30A 15A PURCELL EQUIP CAB.#2 GR 1 NOTE 4 MASSAPEQUA,NY 11758 Is1 11 15A GENERATOR BATTERY CHARGER 1 121-p12C 'C 13 SPACE 15A GENERATOR BLOCK HEATER 14 121 a 12.p 1zG.Y-C NOTE: 15 SPACE 15A GENERATOR GFCI RECEPIICAL 16 121 x12.x IZG,%•c N IS A VIOLATION OF NEW YORK STATE l SPACE 15A EMERSON EQUIP.CAB.GR 16 NOTE3 E E E E E E E E E E EDUCATION LAW ARTICLE 145,SECTION 19 SPACE 1sA LIGHTING CIRCUIT 121 a1z.x12-6.3a'C 7209(2)FOR ANY PERSON,UNLESS 21 SPACE SPACE 22. SPACE SPACE 4 ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER OR SITE UTILITY PLAN o v o' 0' S SPACE SPACE LAND SU,IF ANI,TOALTER AN RINGTHEM IN SE SPACE SPACE ANY WAY. REM BEARING THE SEAL SCALE:1"=10'-0- 10'SCALE 1 INCH= 29 SPACE SPACE OF FE ENGINEER TE LAND SURVEYOR IS / E-1 ALTERED,THE ALTERING ENGINEER OR E 31 SPACE SPACE 3 yI� SPACE saacE q LAND SURVEYOR SHALL AFFIX TO THE E_ ITEM HIS SEAL AND THE NOTATION O 5 SPACE SPACE U 2 SPACE SPACE "ALTERED BY"FOLLOWED BY THE NEW EQUIPMENT PAD SIGNATURE AND THE DATE OF SUCH 3 p b 9 SPACE - - SPACE 4 ALTERATION,AND A SPECIFIC 41 sancE - - 'PACE 4 DESCRIPTION OF THE ALTERATION. ¢ Z 24'TRENCH or as RE D NOTES: RIGID STEEL RIGID STEEL CONDOR a❑m REQ 'D PLUG COUPLING O w O Z BY POWER/TELEPHONE CO. O 1. ELECTRICAL CONTRACTOR SHALL VERIFY THE TYPE OF POWER CABINET BEING m C Z Q a( (FINISHED GRADE TO EXIST. USED WITH CLIENTS REPRESENTATIVE PRIOR TO BID. AT&T AT GRADE OR °¢O O C�j� MATCH EXIST. WORKING ❑ 2.TVSS CIRCUIT SIZE(CONDUCTORS AND BREAKER)AS PER MF 'S SPECIFICATIONS LI-6425 U G' ¢4 Z CONDITIONS) 3. COMBINE POWER AND GFI CIRCUIT IN(1)1'C WITH(2)#6,(2)01 2. 111 IOC. CONCRETE PAD N O 3 O 3 COURSE 'A' A` 4. COMBINE POWER AND GFI CIRCUIT IN(1)%'C WITH(2)#10,(2)1112.(1)#1 OG. SITE 31775 MAIN ROAD 6' SW 1: AODRESS:CUTCHOGUE,NY 11935 I5A.120V.UAL SINGLE POLE 4 UNDISTURBED HOUR MANUAL TIMER:LEVITON /� APT FILING NUMBER: NY474600 24-MIN. \. MANUFACTURINGCO.,INC. ( y 1PANEL SCHEDULE -111.'�� MODEL#LTB-ILZ E-1 SCALE:N.T.S. DATE: 09/14/22 DRAWN BY: DRA (OR AS INDICATED) �• III- _ =/.i -III-III=ll=�T- \ CLEAN COMPACTED 2. OUTLET BOX:RAB LIGHTING INC. RIGID STEEL �\ III=�- -�-�-�-It� � BACKFILL(NATIVE SOIL) MODEL#B3B �CHECKED BY:JRM CONDUIT 3. WEATHERPROOF COVER:RAB ALARM BLOCK GENERATOR ALARM SHEETTITLE: />,9:�,; '•"�'=""°'"' •' COMPACTED PROCESSED CLOSEST LIGHTING LIGHTING INC.MODEL#TCB TERMINAL fk DESCRIPTION PVC SCH40 CONDOR.SIZE \�j j STE \ I\\% SIDESEL,9'(MIN)ON ALL FIXTURE A, FIXTURES(3 TOTAL):FULL 12 RBS GENERATOR RUNNING SITE UTILITY PLAN, RIGID EL TO AS SHOWN ON LAYOUTS �� / ONE-LINE DIAGRAM& PVC ADAPTOR '; / '\�i ` '�/ CUTOFF.RAB LIGHTING INC. 13 RBS GENERATOR FUEL LOW DETAILS TO SOH.40 PVC COMMUNICATION(TELEPHONE, MODEL#WPLEDFC52NW. NOTE ITYP.): F/O)CONDUIT WITH 200 LB MIN.TENSILE 1'0"(MIN) SCH.40 PVC ELECTRIC CONDUIT(WHERE NEW POST :��q 'A' APPLICABLE FOR ALL STUB-UPS STRENGTH PULL TAPE(WHERE INDICATED). (VERIFY INDICATED)-(REFER TO ONE-LINE RISER 19 RBS GENERATOR SHUT DOWN TELEPHONE COMPANY WILL SUPPLY AND K,/LOCAL NOTES OPPOSITE FOR SIZE.) V,/1 SHEET NUMBER: STUB-U P CONDUIT DETAIL QUANTIITY&SIZE W/AT&T FOR THEIRINSTALL TELEPHONE LINES OSER ICE) CNATEODES) 6°MIN(TYP) NOTE: 15 TO BE MOUNTED TO POST,BOTTOM OF LIGHT 5 RBS GENERATOR MJ FIXTURE AT APPROXIMATELY 9'±AGL. 16 RBS GENERATOR FUEL LEAK E 1 a j SECONDARY TRENCH DETAIL EQUIPMENT AREA LIGHTING ALARM SCHEDULE E-� SCALE:N.TS. \,E.Y SCALE:N.T.S. E-J SCALE:N.T.S. tl NEW AGB @ EACH GENERAL GROUNDING NOTES SECTOR-ATTACH 1-3 GROUND KIT&GROUND E_9 LEADS FOR EACH MOUNT 1. ALL SURGE SUPPRESSION DEVICES(WHERE APPLICABLE)SHALL BE BONDED TO NEW ECB @ BASE OF TOWER EXIST.TOWER GROUND at&t EQUIPMENT GROUND BAR(EGB)PER MANUFACTURERS SPECIFICATIONS. ON NEW ICE BRIDGE BONDED 1-3 / RING(V.I.F.)2. ALL GROUND BARS SHALL HAVE A CONTIGUOUS GROUND PATH. TO EXIST.TOWER GROUND E-3 \ 340 MOUNT KEMBLE AVENUE RING.TYP.(2PL) MORRISTOWN,NEW JERSEY 07960 3. REFER TO GROUNDING NOTES&SPECIFICATIONS ON SHEET N-I FOR MORE ALPHA SECTOR BETA SECTOR GAMMA SECTOR INFORMATION. ANTENNA ANTENNA ANTENNA 4. ALL IN-GROUND RINGS.RADIALS.AND BONDING CONDUCTORS SHALL BE#2 AWG EXIST.EXT GROUND RING CABLE BRIDGE W/ APT SOLID BARE TINNED COPPER(SBTC)ALL AT SAME 301N.DEPTH OR 6 IN.BELOW (EGR)(V.I.F.) GROUND WIRE-SEE 1-3 S TIE CONNECTION ENGINEERING FROST LINE,WHICHEVER IS GREATER. 3/E-2 FOR DETAILS E-3 E� RRU OR ANTENNA RRU OR ANTENNA RRU OR ANTENNA 5. ALL GROUND RINGS SHALL BE MIN 2 FT FROM FOUNDATION BEING ENCIRCLED. �_1_ —— ——— ——————� DIPLEXER MAST DIPLEXER MAST DIPLEXER MAST BOND FENCE&GATE WA VAUXHALL STREET EXTENSION-SUITE 311 WATERFORD,T 06365 PH:(860)663-1697 6. COMBINE IN-GROUND RINGS,RADIALS,AND BONDING CONDUCTORS INTO SINGLE POSTS TO EXTERIOR 31 WuWJ.ALLPOINTS7ECH.COM FAX(BWFfGi0935 CONDUCTOR FOR ALL PORTIONS PARALLEL 2 FT APART OR CLOSER. GROUND RING(ECR),TYP. - % r �, #6 AWG,TYP. #2 AWG TH W OR TW CONSTRUCTION DOCUMENTS STRANDED GROUND 7. UNLESS NOTED OTHERWISE.ALL ABOVE GROUND CONDUCTORS SHALL BE MIN EQUIPMENT GROUND i\ X'. EXTERIOR GROUND RING(ECR) LEAD.TYP. NO DATE REVISION #6 AWG GREEN INSULATED STRANDED COPPER. BAR MOUNTED ON `O I LOCATED MIN.30'BELOW GRADE OR 6 0 09/1422 FOR REVIEW:JRM CONT.EQUIP.PAD 6'BELOW FROST LINE AT PERIMETER 8. CONDUCTORS BONDING ABOVE-GROUND CONNECTIONS TO IN-GROUND BELOW RRH FRAME. L _ I I E-3 OF EQUIP.AREA.(412 AWG SOLID NEAR GROUND BAR NEAR GROUND BAR NEAR GROUND BAR 1 112322 REV.PER COMMENTS:JRM CONNECTIONS SHALL BE MIN#2 AWG SBTC UNLESS NOTED OTHERWISE AND _ TINNED BARE COPPER WIRE),TYP. ANTENNAS (CIGBE) ANTENNAS (CIGBE) ANTENNAS (CICBE) 2 0111023 REV.PER FAA-1A:JRM SHALL BE PROTECTED BY LIQUID TIGHT FLEXIBLE NON-METALLIC CONDUIT FOR F:: r I 3 ALL PORTIONS ABOVE GROUND. r 4 9. ALL GROUND CONDUCTORS LOCATED WITHIN BUILDINGS SHALL BE PLENUM \ J I S RATED(WHERE APPLICABLE). CONNECT MASTER GROUND 6 BAR TO NEW EQUIPMENT •;• � GROUND RING.TYP.(2PL) #2 AWG,TYP. LUPPER TOWER GROUNDING LEGEND (1)#2 BCW IN 1'C FROM ECB X'.. GROUND BAR w/o TO DC GENERATOR.BUS EQUIPMENT GROUND INSULATORS SYMBOL DESCRIPTION BAR PER MANUFACTURER& BAR MOUNTED ON NEC REQUIREMENTS . CONC.EQUIP.PAD. F N0. EXOTHERMIC WELD Q Gj/ ■ MECHANICAL CONNECTION ROD.COPP RWELD. 0' Q`\ O(j M' C. O.C.)TYP.USE CAUTION 6101 LG GROUND SCHEMATIC DIAGRAM GROUNDING SYSTEM v s� ,p ® GROUND ROD DURING INSTALLATION, Ea E-2 SCALE:N.T.S. •N� UCS` TYP.SEE SITE UTILITY 7 GROUND ROD WITH GROUND CONDUCTOR NOTES THIS SHEET. i� '.':IO':.'•':•'•':.'.'.:'.:'.'..'.'.'. • .'• . E3 INSPECTION HAND HOLE -� - GROUND ROD W INSPECTION '' s HAND HOLE �- SITE UTILITY NOTES: TYPICAL EQUIPMENT GROUNDING PLAN 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN E SCALE:N.T.S. n JRS..3 UNDERGROUND UTILITY LOCATING COMPANY TO O �Q`^�'��� LOCATE ALL UNDERGROUND EQUIPMENT IN THE NOTE:SCHEMATICS SHOWN ARE TYPICAL.ACTUAL ,§S I�/ TRENCHING AREA TO AVOID ANY DAMAGE. EQUIPMENT ORIENTATION MAY VARY FROM THAT ��`7 ANTENNA.TYP. SHOWN. REFER TO SITE EQUIPMENT PLAN DETAILS. 2. HAND EXCAVATE WITHIN 5'OF EXIST.UNDERGROUND UTILITIES(V.I.F.)MAINTAIN 18"MIN.CLEARANCE. ANTENNA MOUNT EQUIPMENT ENTRY ANTENNA CABLE DESIGN PROFESSIONALS OF RECORD 3. CONTRACTOR TO COORDINATE TRENCHING OVP/RRU/DIPLEXER/TMA/SA,TYP. 1-3 GROUND BAR MOUNTED BELOW PROF:SCOTT M.CHASSE P.E. OPERATIONS w/OWNER AND/OR MANAGEMENT E3 CABLE ENTRY WANSULATORS BONDED COMP:APT ENGINEERING TO EQUIPMENT GROUND RING ADD: 567 VAUXHALL STREET COMPANY SO ASTO MINIMIZE DISRUPTIONS TO THE ANTENNA CABLE JUMPER ITYP) NEW GROUND RINGS.@ MIN. 30'OR 6' EXTENSION,SUITE 311 EXIST.PROPERTY OPERATIONS. ANTENNA SECTOR 1&2 BELOW FROST LINE.#2 AWC SOLID BARE CABLE GROUNDING KIT.MIN 06 WATERFORD,CT 06385 GROUND BAR(AGB).TYP E3 B AWG GREEN INSULATED STRANDED TINNED COPPER GROUND WIRE(V.I.F.) DEVELOPER:CENTERLINE AT EA.SECTOR Ea COPPER GROUND WIRE(TYP) EQUIPMENT GROUND RING COMMUNICATIONS LLC ADDRESS: 5550 MERRICK RD., 1,2 UPPER TOWER GROUND SUITE 302 E� MASSAPEQUA,NY 11758 BAR W/O INSULATORS TYPICAL WAVEGUIDE ICE BRIDGE ROUTING EQUIPMENT(TYP.) SHOWN.SEE SITE PLAN NOTE: CABLE(S)(I'YP) DETAIL FOR SPECIFIC BOND TO ALL METALLIC OBJECTS AND R IS A VIOLATION OF NEW YORK STATE ROUTING GROUNDING SYSTEMS WITHIN 5 FT EDUCATION LAW ARTICLE 145,SECTION AND TO EXISTING SITE GROUNDING 7209(2)FOR ANY PERSON,UNLESS ADDITIONAL TOWER SYSTEM AT CLOSEST POINT(TYP). ACTING UNDER THE DIRECTION OF A 1-3 GROUND BAR(S)W/O / LICENSED PROFESSIONAL ENGINEER OR INSULATORS FOR MAX / 4 LAND SURVEYOR,TO ALTER AN ITEM IN E4 3DO FT BETWEEN BARS / EQUIPMENT BOND(TYP.) ANY WAY.IF AN ITEM BEARING THE SEAL OR OTHERWISE NOTED. / E"2 OF AN ENGINEER OR LAND SURVEYOR IS / \ ALTERED,THE ALTERING ENGINEER OR / O O 6 GROUND ROD,LOCATE LAND SURVEYOR SHALL AFFIX TO THE / \ E� PER PLAN(TYP.) REM HIS SEAL AND THE NOTATION .JfC\ 'ALTERED BY"FOLLOWED BY THE SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC ALL GROUND RINGS.RADIALS, DESCRIPTION OF THE ALTERATION. LOWER TOWER I_3 \ G �C AND BONDING CONDUCTORS.#2 GROUND BAR SBTC @ SAME DEPTH GREATER W/O INSULATORS E-3 G / OF 30'OR 6'BELOW FROST LINE. AT&T AT C ALL EQUIPMENT LI-6425 / 1-3 BONDED TO EQUIPMENT GROUND BAR SITE 31775 MAIN ROAD / / \ ✓ WANSULATORS. ADDRESS:CUTCHOGUE,NY 11935 5 RING TIE T J 7 GROUND TEST WELL ONE PER APT FILING NUMBER: NY474600 E-3 CONNECTION E-a EQUIPMENT GROUND RING(TYP) ppTE; 0911422 DRAWN BY: DRA #2 AWG SBTC CHECKED BV:JRM / GROUND PIGTAIL / LEADS N.I.F.) SHEETTITLE: #2 AWG SBTC BOND BETWEEN GROUND GROUNDING PLAN, \ / RINGS(GYP).ROUTE THROUGH NEW ICE / BRIDGE FOR BONDING SUPPORT POSTS. DETAILS&NOTES (2)#2 AWG SBTC FROM LOWER EXIST.MONOPOLE(1'YP.) 3 * TOWER GROUND BAR TO TOWER I� E-3 GROUND RING SHEET NUMBER: TOWER GROUND RING(V.I.F.) / TYPICAL TOWER& COMPOUND 3 GROUNDING SCHEMATIC E 2 E-2 SCALE:N.T.S. J ^1 �T GROUND - IWITH NDICA INSULATOR AS ® l�I t&t BAR E-3 INDICATED 340 MOUNT KEMBLE AVENUE FLOOR MOUNTwc WALUFLOOR MORRISTOWN,NEW JERSEY 07960 DETAIL MOUNTING BRACKET EQUIPMENT TO BE BONDED MOUNT PER MFR'S SPEC SUBSTRATE CO GROUNDING SYSTEM(TYP) �i FOR SUBSTRATE MATERIAL MATERIAL APT MOUNT GROUND BAR AT ENGINEERING STEEL MEMBER LOWEST POINT OF EQUIPMENT T TINNED COPPER.OR AS BONDING CONNECTIONS(lYP) /s'DIA.(fYP) OTHERWISE NOTED,GROUND BASED ON THOMAS&BETTS 567 VAUXHALL STREET EXTENSION-SUITE 311 GROUND2 r BAR Ys"THICK WITH%s WATERFORD,CT06385 PR(860}663-1697 BAR E-3 1 MOUNTING HOLES. DOUBLE-HOLE,LONG CAT.It: WIRE SIZE: DIE 0: BOLT SIZE: WWWALLPOINTSTECH.COM FAX(860)­663Ce35 O • • • • • • • O BARREL LUG(FYP.) TO FOCAL POINT 54205 rib AWG 24 1/4' 1-BEAM SUPPORT 54207 02 AWG 33 1/4' CONSTRUCTION DOCUMENTS CLAMP O • • • • • • ® • S O $ TWO BONDS TO GROUND RING. 54260 02/0 AWG 45 1/2' I-BEAM SUPPORT CLAMP " O O O O 0 0 0 0 0 0 0 0 0 0 0 Oo • O O O O O O O • RADIAL,OR BONDING CONDUCTOR. — NO DATE REVISION GROUND HALO 0 09/1422 FOR REVIEW:JRM MOUNTING DETAIL WITH INSULATOR O'w.-O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0"�O AS INDICATED 1 112322 REV.PER COMMENTS:JRM SO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Om UNIT BOND 2 01/1023 REV.PER FAA-1A:JRM SUBSTRATE MATERIAL PROTECT CONDUCTOR ABOVE GROUND 3 GRADE WITH 1/2'NONMETTALIC CONDUIT. SEAL 24'OR SMALLER AS REQUIRED BOTH ENDS WITH SILICONE CAULK. NOTES: 4 + 1)PROVIDE BOLTS.SPLIT • 5 GROUND 2 AGROUND BARS LOCKWASHERS&NUTS • 6 BAR E-3 FOR ALL CONNECTIONS. WALL MOUNTING O (I'YP 21 02 BCW DOWN CONDUCTORS SCALE:N.T.S. 3�+ 2)REMOVE PAINT W/POWER �� N E BRACKET E-3 x o z GROUND RING.RADIAL OR DIRECTED AWAY FROM EACH OTHER DRILL COMPLETELY&GRINDING PAINED O WITH PARALLEL EXOTHERMIC WELD EQUIPMENT SURFACE x BONDING CONDUCTOR BIT BEFORE BONDING.TREAT W/ PANEL.ETC. SIDE ❑ 2�v BOND TO GROUND RING.RADIAL OR INDICATED NOTES: AS NOTES: '� m —O C BONDING CONDUCTOR. NO-OX-EQUAL&TOUCH-UP �� ` M, C WALL MOUNTING 3 3" O AROUND PAINTED SURFACE./ DETAIL 1.NO EXOTHERMIC WELDS TO GROUND BAR.ATTACH _ _ _ _ _ CONDUCTORS WITH(2)HOLE COPPER COMPRESSION �� RUST INHIBITING PAINT TO MATCH G GROUND BAR TERMINATIONS AND ALL STAINLESS STEEL HARDWARE EXISTING.(fYPICAL FOR ALL F 'F 2.DOUBLE UP CONNECTIONS ON BACKSIDE OF GROUND EXOTHERMIC WELD(FYP) SURFACES TO BE GROUNDED) AMOUNTING DETAILS BAR ONLY ASNECESSARY. 3.OXIDE INHIBITING COMPOUND TO BE USED AT ALL AGROUND BAR CONNECTION DETAIL �(2) HOLE LUG BONDS E-3 SCALE:NTSLOCATIONS. E_3 SCALE:NTS E-3 SCALE:N.T.S. 4.ALL STAINLESS STEEL MOUNTING HARDWARE. ILU CPS UNIT �O 02 AWG SBTC. 8"-12'0 PVC,GALV.STEEL.OR HEINE GPS UNIT HEIGHT PER PLAN 9p�CSSI�NP� CONCRETE TEST WELL FINISHED W/REMOVAL COVER FLUSH GRADE WITH FINISHED GRADE. COAX CABLE GROUND KIT 06 AWG STRANDED COPPER WIRE it GRADE CABLEWAVE (BONDED TO GROUND SUPPORTPOST 02 AWG SBTC TEST LEAD WEATHERPROOFING KIT BAR)(STANDARD z 3 z - ❑ 12"BELOW GRADE MAX COAX CABLE Z <o a 3 z GROUNDING KIT) n m ------------ 0EXOTHERMIC WELD b N ANTENNA — GROUNDING KIT DESIGN PROFESSIONALS OF RECORD MOLL �',❑o°z f CABLE 02 AWG BCW E " AWG 02 SOLID BARE 3" Yi 0 COAX CABLE MIN.BENDING PROF:SCOTT M.CHASSE P.E. 3%+ 6- RADIUS PER MANUFACTURERS TINNED COPPER GROUND BAR COMP:APT ENGINEERING MIN RADIUS 12'OR AS ENCLOSURE STANDARDS OTHERWISE NOTED AWC D SOLID BARE — — 12'(APPROX.) 02 GREEN ADD: 567 VAUXHALL STREET TINNED COPPER (SBTC) SLOT WELL TO ALLOW NOTE: INSULATED WIRE 4TO EGB 06 AWG GROUNDING KIT CABLE EXTENSION,SUITE 311 EXOTHERMIC WELD(I'YP) FGR CONDUCTOR MOVEMENT 1.—DO NOT INSTALL CABLE GROUND KIT AT A BEND AND (PROVIDED WITH KIT) WATERFORD,CT 06385 OUND ROD COPPERWELD ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. DEVELOPER:CENTERLINE 5/'0X10'-0'LONG EXOTHERMIC GROUND ROD AS CPS ANTENNA MOUNTING BRACKET COMMUNICATIONS LLC WELD(PYP) SPECIFIED ADDRESS: 5550 MERRICK RD., ANTENNA CABLE PS AND MOUNTING SUITE 302 TIE CONNECTION DETAIL AGROUND ROD DETAIL NEST WELL DETAIL nGROUNDING DETAILnBRACKET GROUNDING DETAIL MASSAPEQUA,NY 11758 E-3 SCALE:NTS E-3 SCALE:N.T.S. E-3 SCALE:NTS E-3 SCALE:N.T.S. E-3 SCALE:N.T.S. NOTE: IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145,SECTION NOTES: 7209(2)FOR ANY PERSON,UNLESS 1)VERTICAL POST SHALL BE BONDED TO THE RING R EACH CORNER& ACTING UNDER THE DIRECTION OF A EACH CATE POST.AS A MINIMUM ONE VERTICAL POST SHALL BE LICENSED PROFESSIONAL ENGINEER OR BONDED TO THE GROUND RING IN EVERY 100'-0'STRAIGHT RUN OF FENCE. NOTES: LAND SURVEYOR,70 ALTER AN ITEM IN 2)HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. 1)THE 02 AWG.BCW.FROM THE RING GROUND SHALL BE CAD WELDED TO ANY WAY.IF AN REM BEARING THE SEAL 3)BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER&TO EACH THE POST ABOVE GRADE. OF ENGINEER LAND SURVEYOR IS OR VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING. 2)BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER&TO EACH ALTEE RED,THE ALTERING ENGINEER LAND SURVEYOR SHALL AFFIX O THEE VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING. !TEM HIS SEAL AND THE NOTATION 3)GATE JUMPER SHALL BE 04/0 AWG WELDING CABLE OR FLEXIBLE 'ALTERED BY"FOLLOWED BY THE VERTICAL POST IS VERTICAL POST NOT COPPER BRAID BURNDY TYPE"B'W/SLEEVES ON EACH END DESIGNED SIGNATURE AND THE DATE OF SUCH FOR EXOTHERMIC WELDING. ALTERATION,AND A SPECIFIC CONNECTED TO RING CONNECTED TO RING DESCRIPTION OF THE ALTERATION. EXOTHERMIC WELD EXOTHERMIC WELD (PY J (TYP.) EXOTHERMIC WELD AT&T AT L"425 02 AWG 02 AWG 02 AW(PYPJ SBTC(TYPJ SBTC(lYP.) SBTC 9FG SITE 31U-5 MAIN ROAD ME ADDRESS:CTCHOGUE,NY 11935 APT FILING NUMBER: NY474600 DATE: 09/1422 DRAWN BY: DRA EXOTHERMIC EXOTHERMIC WELD —— — — — (Fyp.) - -- - SHEET TITLE: EXIST.GROUND RING EXIST.02 AWG EXIST.GROUND RING CABLE TO CABLE 02 AWC SBTC(V.1 F.) STBC(ITP.)(V.I.F.) 02 AWG STBC NJ.F.) EXOTHERMIC CABLE TO CABLE 02 AWG STBC(PYP.) GROUND RING 02 AWG BCW GROUNDING DETAILS EXOTHERMIC WELD (MIN 18'BELOW ROUGH GRADE) ribFENCE GROUNDING DETAIL jhGATE GROUNDING DETAIL SHEET NUMBER: E-3 SCALE:N.T.S. E-3 SCALE:N.T.S. E-3 DESIGN BASIS pIy ONTFACTORS SIWI PROVIDE ALL RECESSViYTOL5,FIXTURES. CUALIFICAtUN PROEDUFES'.ALL WFIDWC SHALL BE PERFORMED COVERAGE.RLNEV REFINISH OR REPApIT WONT NOT IN CONDUCTOR FOR ALL FEEDER AND BRANCH CIRCUITS THAT IS SpFD M-DAVENNM SERVICES.MFM.RS.JOB AIDS.ADPERSONNEL REQUIRED FOR THE SINGE]0%X¢ECRLOOES ANO SHALL CONFORM TO NSC AND pl.l. COMPLIANCE WIT SPEgFED REQUIREMENTS. PER CODE ORIS OF TIE SIZE PIDICATED ON mEDMYNNcS,Sf{eW.BE ,. TRi'dMfElER FOR CABLE LENGmSUPm200 F1. GOVFJtMN LUNGE5BD .1 STANDARDS: EXECUTON OFTHBURHAL I—U ORMI¢D 92ESARETABLE WNPROVID SC LARGER OF 13 DOORS: OSSECTESWH,CONETSHLLNOTSEDEDASACHENCLENG OR I,yy plgML-{EIy FOR CAOLE LENGTHSGREATER TFNN2op FT. NARON ILRECT OE DFNEW YORK STATE IBCNYS)/ASCET-1B Eppp CONST BYRSHMLCUARANTOFDLL TERULLS ANO 1l4•FELEORMLMMUM SIZE PFR TABLEJ24WTHENSC'MUNUAL OF PASSEDm REOR CONDUIT SHALL NOT BE USEDASAGROUNDING OR • M-222-H CODE OMMANSf9P BVTHEM TO BE FREEOF DEFECTSAND MAWIAWEDFOR 5TEAgroR)G MVANE•CGARN SNLEf1pNOFW¢DINE ALL TRESS SPECIFIUnONS SHALL INCLUDE ME CENTRAL SPECIFlUTIONS :GN pWG WIRE OR CRCUR, h84115EIMRW RtDNSFOR COA%uL CABLLS SHMLBE: l n L APERIODOFONE YEAR AFTER ACCEPTACE OFTEINEALETION BY OATWC SFWIBE EPALREO,SEE NOTE HFRFFV. •I6 FT FOR ne'COw%IAL CABLES a� •/-T • IIA-222-H EGAROWC CC CEO CALVAFZED SURFACES NEW DOORS SHALL BE O-0'x 1 X14•HOLLOW METAL WITH HOLLOW NONDALALLIC AGROOUND BUS IS CONR SU NECTED O ® u /V`L/.L OWNERAND ENGINEER _ NON-METALLIC-S WLROUND BOXES,ApTORN •25 FT FOR I.98'COAXIAL CABLES. ALLWORK SHALLBEPEEOPMEDRVOCFNSN CONIRt(.IIORSINmE ARC ANpGERINAS ACNGSHALLWDU BE AWYAU<ENSEDAD METALFRAMFPCIGE MAT SATISFY THE OPENINGITH HARD REQ AGODENCUETHIS BOND WBUI BUS IS SPEgODUCTORS INT CABLE POSSIBLE. REINSTALLED WR.NOT BELEFT NUMBEROFBENDS TRADEVAROJUWSUCATIO CERT OWEOCRWACCOROACEWIIHAWS VEARATIONASSEMIX(ASTNE152 NWGREQUR4 A1FM50F T1@F1RE ALO TOME-IBOWWm-GCONDCTOR PRESENINFIREM wIB:REPo55®EE CABLE SHAl1FTER BONDINSTERAONAIED AND EALALL PFNEIPATUNSAM SEM150E1NT]OJ AUSOrvRYAp STEEL SEPAI]ATION ASSEIOLY(ASTM Ef52&Ef 6T 52ED TO mEIARLEST GROUrvpLYG CONDUCTOR PRESFMWTIE SHALL BE SCAIID MAEDuIIITAFTFR BOND INSTALLED AMOEVIAIUN.MOOFlUO.Y.ADDITION.ORCHANGEW DESIGN t5yp1{ppW CpRnTNG T909LlO EBVLLpN'G SFALAMOREQVAL. OOOR0514Vy BE L1BELEOmEYnFntIG THE TFSt'G L1BORwmRT EN CLOSURE CONNECTED m A GROUNDING TYPE BUSHING EQUALLY ply p(IEWpR DOLE CONNEC110.uSSIIALLBECOVERFDWRHA NOT E MADE NTMOM WRITTEN APPROVMOFTHE OWNER OR CERnFYWG PEEOMIANCE M1ING. SSD OR THAM\IUM GROUAD NwEACGDAufop.YnoN nvMAele N. 340 MOUNT KEMBLE AVENUE ENGINEER OT THERMAL&MOISTURE PROTECTION. s swVP RFOE BAN.BEARING FBucFS,STANLFSS EE¢KICK STADARO MANUFACNE FOR ITE CONDUrt 5¢E WRCIEVER IS iF55. WATERPROF SPUCINC KR MECmRS SFWy SUBMOI SNOP DRANWGSOFALL EQIBPAfEM 1Hl'SE SPECWUTIONS SH,LLL WCLUpEmEGENERAL SPEEDiG1UNs AGATES.SILENCERS AND FOIE EYED AMOM1unC POOR CLOSER EQUIEIEM LROVNDWIC FUD LOAD SIDERONgMIG CONOUCIORS CONTRARMSILLLLVE YEKARLENGm AYDDWEC110:VOFTRAVEI MORRISTOWN,NEW JERSEY 07960 AND AuIEWALSmmEENgNFFA FORAPPROVAL PRIOR TO IERFW. CRSE'T TO MEET LAND FIRE AUTEQUWE DOOR HALL BESIZWEERB EaRCGRS OVER-CURRENT PROTECIIVEOENCE CIFELD PRIOR mCON51RUCITON. FABRUIION ANDWEALEON.ADSIULLl NOT PROCEED UNEL FOE.EDPALL PENETRATIONS THROUGH BUILDING WALLS,FLORS. App (OCPN SITE WlffiEIHE UNGROUI.DED CONDUCTORS ARE WCPEASED CABLE SHALL BE FORINTSFEDANDWSTMLN WRIUM SPLICES AND RS SHALL BE FMYTN SHALL MAINTAIN ON FOB SITE AL MRP tltlE�SEDE'TOF CSHOP ORAWWG3 'V'D CEOyYGS,WTT11 D5TEO AND ACCEPTED MATfP1A1.5m MA1MAW Z3 HVAC: IN EME ABOVE TH CROUNDWC CONDVCTORP OPONDME EDC NDUCTORS RE NCRETHE WOH CONNECTORS AT EACH END. _ THE FIFE RIMING OF THE ENSTING ASSEMBLY.ALL FILL MAIERW. 27 CABLE TRAY ANT RIALS AND EQUIPMENT NT SHALL LBE NEWEN, -MISHBE . LBPSHAPN,LBE E INSTALLED PERMANENTLY WITH SECURED IN PNCE. THESE SPEC@IUDONS SHALLINCLUDE THE GENERAL SPECIFICATIONS IRDS SERVICSELTONALARFAUMIEFSNLROUNUDI FLEA TORS THESE SPECIFICATIONS SHALL INCLUDE THE GENERAL SPECIFICATIONS ALL CT.AND LS ADZE AND UNTSHN.L MAINS WnOM¢EMISH OR FFiESTOPP FIRE LLB ER STALLED INACCORDDUCTS MEe14. HEREIN, SERVICE MAIN SHALLB JUMPERS AND GROUNDING ELECmOpE ISATIN, APT DEFECT,LLE SIACCOADOSTED FOR WERMANHEINELFERS NAND SHALL HLTI CP62D FIRE/OMI OR 3M FIFE flARRERPNDUCTS.OR EQVAL, ALL WOMMULL COMPLY WRDICOOE LUSTALLEDWACCORDACE CONDURRS CABLEC DES AND ITEC DARON LN PER THE MINMVMOF ppBLL TRpy SHALL OE.MADE OF BUFFER CORROSION RE9ETAM METAL INACORpA-TI AIANUFACTEMSO LBE USED TO FILL ALL VOIDSAOCAVTIIES ANDSHALLBE w]TH ALL CODES HAVING JURSDICTON OVER m6 WORK. ALL APPLICABLE ODESANp EGUTAnONS. ENGINEERING EOMMOFNpATONS OR SPECwUTTONS ALLGEMS EQUIPMEMOR pLASSO pCORDANCS EM NUMBERACTURER'S RECOMMCNOADONS NTRACTOR SWILL VERIFY EKAR OUTIO.Y OF ALL ESIST. 26 LIGHTNING PROTECTION' OAR WDHACORRASION RE9ETAMFWISH. MATFRW.TMTAEOFONE GENEWC TYPE SHALL BEONE CIATED TIL SYSTEM NUMBER EQMEM AND IIANG IN Fl¢DPRORm OFD.FABRUTION AND LETEV SHALL OEOF LADDER TFAYTYPE WITH FLIT COVER AIAMIFACn1RER T92000OR. FRtlff THESE sPECIUNDINGS519LLLLYCLOETI@GENERAL SPEcff1UTIONs CIANPEDmSIDERA0.5. MATERIALS.EQUIEIEM.ICOLS.AND ITEMS IWOERTHE FWESiOPPN'G SfW.L BE AFPIlEDM SOON ASPMCIICMLE AFTER -111 ON OF ANY WORK ANDME GROUNDING SPEC0ICATIDNSIEREL4. PENETRATIONS ARE MADE ADfQI1IRMEM INSTALLED. AIRING SHOWN ON PLANS pIACRa\L\TRITON EXACT ROl11WG OF NEW CABLE DER 9IAI.L BE 9ZEO TO FR ALL GiBLE51N ACCORDANCE 567 VAUXHALLSTREET EXTENSION-SULTS 311 CDEQU RY SECURED. EJOp91E SFW18E TRE UGH WCPROTECTION GROINDNG SYSTEM B.PO95HALL 11 MICRONS 11-1584. TELV SEGUED.AIAW}AwN.AND PROIECIID.SO AS MOTTO FlREEOFPN PENETUTIONO SFW.L BE LEFTIXPOSEO ANO MODE PIPLN'C SHALL BE DETERM1DIt'EWTHE FIELD. CONSIST OF PONDWC ALL ADF A wVAOAOLE MRINSP-NBEPO APPLNNC ENURES-IAAY TO EQUIEIEMANOCONECTIONS 5TRUCNRES CABLE LADDER RAYS RWy BE NEMA CLASS I2A BY PW INDUSTRIES. WATERFORD,CT 06385 PH:(860)6631697 N OR CpETEANY 11p]AROm PERSONNEL OR CONCEAL SUCH PENETRATION.FIRESTOPPING MATEPLLL CERTIFICATES THE WORDS PROVIDE ORWSTALL SHALL MEW NMTSH ANO LUSTALL LOCAlPED 9NGlE�PONT GROUNOwG CONNECTIONS DYPIULLY N'C Aft EQUAL NNWYJ4LLPOINTSTECN.COM FAX(660)$63.0935 PROPERTY'\uE THE GENERAL CONTRACTOR SHALL PRIME CUTT'E AND GROUND BAR9 WHICH ARE BOOKED mGETHER AND TO AN W-GROUND -o,-OER TRAY SHALL BE SUPPORINNACCONACE WITH SNML BE MAGE AVAILABLE AT THE IBfEOF NSPECTION. REQUIRED FOR THE INSTALLATION OF10S lt'OM SYSTEM. LPGS IS ON A BULLUN'G,R SHALL BE EFFECTIVELYLE WORK SFWJ.BEWACCORDACE NTM PATS�NCMME BONONmTIE¢CCIPigU.SERVICE MAIN BINDING MANUF CONSTRUCTION DOCUMENTS LOCAL ODES AND ORNNACESAOBEAPPROVED BY ME OWNER. ANYBVBpLYG-PENETRATION OR RESTORATION SINO.BE ACNRERS SPECRIUTIONS. . _ PFRFORMED50IFWTRACTCR-ATR PLACE ISNGEM NOT COR SHALL BE RFSPONs®LE FOR THE PROTECTON OF ADICATED.WHE LPGS IS ON EI AUV BE UNICRNOR ALL LOAL...EOP SHALL OYFOR LTO THESE SAFE AND ADE AND CO SHALL PROMOS SAFEfYIRAWWGORALL OF IBS CREW RDMITSED.CONTRACTORsfuLL ARRANGE FOROWNERS ISS WORK AND NEWLY INSTALLED OR EUST.WORK,WCODWp WDICATN.ffmBLPL515ONAONIUTED CONNUMGTON SIE,ALL ALL LOCALCOpES ANO STANDARDS TO ENSURE SMEADADEQUATE RISUE nuT EVERY CREW ME®ER FOLLOWSSYVE WORK CE CORTMCFCRTOPERFORMANYANDALLROOFWGWCRKff PROTECTION OF THE BUILDING OCCUPANTS.PUBLIC AND PERSONNEL. EQUIPMENT AREAS AND TOWERS SHALL EACH HAVE THEIR OWN GROUNDING SYSTEM. NO DATE REVISION PRACpCE5 S1FETY TRAWWG SHALL INCLUDE,BUT NOT BE UA1rtED TO, Sp BQ�IRED BY EpOTWG ROOF WARRANTY.On1LRWI5E.-F'SHALL PROVIOEAPPRDPRATESARRERS.ANDS1FETr GUARDSAEREQUIRED -GROUND RING WITH EVERY RNC BONGO mGEDI[R,AND ALL 31 EXCAVATION&FILL: 0 09/14/22 FOR REVIEW:JRM CON.ONFINED N SAFET WHENTRY.ELECTRICAL EXECUTY.ANDEDOR EWATERTIGHT WITH LIKE CONSTRUCTION AS SOON AS LP1Rn1E SPREAD OF DUST WHENCVTTNG BY INSTALLING RAPTORS CONDUCIVE SiRUCNRESW CLaSEPROXIMRV FENCES,ICEBROIGES, TRENCRNgEYUVATO REQUIRED OR SPECIFIED AS A PARTO EXECUTEDOR ALL PENAOLE ONSINCOOPLEONGH CONSTRUCTION. To IN UI MING SERVICES ISp1ATCAI.EQUK) ETCH SYSTEM FOEDTO PROVE3EACOMMON MESE SPECIFlUTIONS SHALL INCLUDE THE GENERAL SPECIFICATIONS 1 11/2322 REV.PER COMMENTS:JRM ALL PENETMTIONSIME CLOSURULHBUIOLYG.SIS.SHALL BE ANY DISRUPIIONW BUILDING SERVICES SHALL BE KEPT TOAMWL1UM ELECTRO EQUIPOTENI4AL SYSTEM FORALLCONOUCINE ELEMENTS fER¢N. ALL TEfPORgRY tVOM REQUIRED OR SPEgf1E1l ASAPART OF n05 CABNR.ANO 51AfILAR ENROS11pE EA'fETUR WALLS.SfULLL BE SEALED DSf NOTBEMPLEME41Ep WRHOMMCFJVINGPRORWRTITFJV ANO SfRUCNES CONIRACORSIIALL.GRACE ANE SSHOWNiO BEMO•^_ASA 2 0111023 REV.PER FAA-1A:JRM N"�1�E5�MffJiT ML OF 111E SURE EQUIPEFIENTSAS PERAUWEM WITH SUCONE SEALER APPROVAL OP mEPACMIES 1-1cONpUCRORS: PART OP 1RSlYOM AND ONLY TO THE EXTENT RCQIMED TO SHED s SHALL AIERALL APPLICABLE CODE REQUIREMENTS, OVERLAND WAIEA FLOW AWAY FROM SITE ALL MADE SLOPES SHALL 3 ANO SFiAL1BE COMPILTELV REMOVED AFTFRRS PIIROSES HAVE 09 FINISHES' ALL IVOM SHALL,BE COORDOYATED WIIHALL TRADES ANp IVITH THE •ANY x2AYVG OLID BARETINNNroPPER RBTQ FOR ALL NAT BE STEEPER THAN 3I MQRTDMAL'vEan THESE SPECwUTONS SHALL W4UDE THE GEUEIULL SPECIFlUONS Croft RFJATFD m Ti{E INSTALLATION OF THIS PROJECT. N-GROUND CONWCORS CAU.SEDIMENTATION 4 THE CONTRACTOR SFWl NRN ovERm THE-NER AT ME OF COPPER GREE STRANDED FOR NNNNG EA.NDORslIO BEFORE SHOtVN AND SPECIFIED SHALL BE CGMFLEANV EMSRNC UI6TYOSERYICE.STRUCTUE.EQ11ffMEYT.ORfTXIURE �� •STRUCTURES.AND FOR LAYER-SYSTEI BONA OP WDNIDUAL ' EFORE STNLPPN'C EMSIwG VEGETATON. 5 ORSTRUCTNGTHEW-SHALL BE EMOVNADDR ELOCATEDAS F9Ui SEPAETION MSEIBUES SHALL OEI HOUR FIRE RATED AND TION OF ALL WORK.TRPFF COflESOFmEOPFRAIING. ELEfENR SUCH AS GROUND BAR m GROUND BAR. ORGANIC MATERPLANp OEBRS SHMLBE SIRIPPEDA • STRUCTION MANAGER SHALLCON9STOP 3510'25 GA GALVAENSTEEL STUDS AD MAI:YIFNANCE M'D NSIRUCTIDN MAADALSIVRCH 5ILLLLLNCLVDE ALL vD STOCKPEN 8 IFASBEEOS IS ENCOUNTERED DURING WORK EXECUTION, CHTuuN¢SytSTM CMSINSTALLEp AT 16'O.C..CHANNELS SHALL BE TEMPEATURECNTROL,EQUIPMENT AND START-F DWTIBIDOpRAWNGS. •M1Yx6AWCOPPER GREEN STRANDED OR ML[pUEMEM NOET-LBEFUREADDINGNKMENTERLLL. • COMRACfpR SWILLS AIEOWTELY NOITFYTHE ONSTRUCiION ATTACHED TOFLOORANDCEIIWGA II-C MAM.RMDRSHALL BE TEMPERATURE CONTROLS.AND START-UPANO SIIMOOWN BONDING. NO FdL OR EMBANK\IEYI'ATgTEp1AL 5lW10E PLACED ON- S ALLACTNnESWAEECIED AREAS UNTIL ATTncHEDmTRACK USING SELF-TAPPWC STEEL SCE-MUAGH PROCEDURES OFALL NCW EQUIPMENT WSTALLN. •INSTALL ALL W ROUND CONDUCTORS IN TRE SAME HORQONTAL GROUND.FROZEN MATERIALS.SNOW OR ICE SILALL NOT BE PL1cN LY NOTIFIED BV THE CONSTRUCTION TO RESUME OPERATIONS SDE AfWERAL WOOL SITS SFWLL BE Fn BETWEEN SNOS AND THE CONTRACTOR SHALL FILE FOR ALL PERMITS AND PAY ALL FEES PLANE ORWAOWNWARO DIRECTION AWAY FROM THE TOWER ANY FILL OR EMENKAfEM, STAPLEDWPNCEO SATTS SIARAPS LBURTBQUML ONEDS MG FS/e' REQWtED FOR THE INSTALLATION OF HIS WORK. AND CQNPAIEM APEiS. ALL FILL SHALL BE PLACED IN ONE FORT LIFT'S AND COMPACTED EKIST.ELECTWCAL AND MECHANICAL FIXTURES.PEND,WIRING GYPSUM WMLBOARO RMAEBER TAPE OR EQUAL). BE LAYER FROM THE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORK •AVOIOLONGRUNS MAKEDIRCCTRUNSMIRICHA5POSSOLE PLACE STRUCTURALERLSHALLBECOMPACTEDTO-OFR5 ANDORRELOCATEEQUIPMENT D SDIRNGmB TFIECOORK ALRUCTL BE IOOVED RECOMMENDATIONS COLINGEACHACCIREANCE WITH INSTALLED BY fOAMm BE FREEACC DEFECPS AND WOMMASIIO FORA •THROUGH F=RS'O ALL,C CSLEEVN WHIZ PASSING MATMVM DRV UNITWMGM TESTEDW ACCORDANCE NTm AEAf MANAG R-FOR ASDIRVI EDBYTHEONSTRUCTION RECOMMENDATIONS SANDTZTCDBOTHOM EAMSSESIULLBE pER000FONE YEAR,AFTERACCEPTANCEOFTHE INSTALLATIONBY MAYS LHFOORS.IONSI CERJNESAREARTHSTRUCNRES. DISST. OF NEIw. MANAGER.TEMPORARY SERVICEIM'ERRUPIlONS MUST BE PENETRTOMLJOIMSHA TOP AOHALL CO EMISSFALED ALL THE ENGINEER AND OWNER. •EXOTHE CONELDING MAKE LL OTWRCONNE TION IXCAVATDNS FORFOTINED SHwLLOECMLEVELTOn1EREQlI1RED �YYy COORDINAi60 WITH OWNER. PENETRATONS THROUGH ASSEIBLV SHALL COMPLY WITH FlE TME EXOTEM9C W¢OING AfAKEALL OTHER ONNECONS WITH EPm ANp mUNOLSIIIEEDSOR REPORT UNSURABLE WIL smPPNG SPECffIUIUN. CONTRACTOR SILW.PROVIDEALL RCCWGS,HOISTING AND 04 CONCRETE: ME CONTRACTOR SHALL,DFORmENRIGGINnONOFMSN'ORK FXOn1ERWC WELOUIG.IRFEVEP510LE O>IPRESSWN CONDRWNBTO,HE ONSTRDCITON MN4AGEft. �� O�� M. (t� rO THESE SPECffIGTONS SHALL INCLUDE THE GENERAL EMSI9VG CONCRETE CFBINGS SHALL BE PATCHNADPMYTED. CONNECTORS,OR DSIV roMPESSIONTWO.TILE LUGS TRENCH FXUVAONS SFW.L BE BACKFRLED AT TIRi END OF EACH FYI ld A� OI GENERAL OTHER EMSIOXCCFRL GTYPES SHALL RECFNE ONE LAYER OF SB• PROVIDE SLELYFS FOR ADPIPIVGPMSWGmROULH PARiIO'45 NSTALL ALLOWUROR5 t41'TifAAWNMUM IBINCHBEND RADNs Uy `l IX45 USEDLU THESE SPECDIUIIONSN¢UO TIE SPECIFICATIONS HEREIN. GYPSVM WALLBUROIASTM C36TYPEM WSTALLEDN ACCORDANCE FLOOR OR MASONRY WALL PACK SL�EVEATIVND DUCT WITH AND NO BEND LONGER THANA90 DECRIED ARC.ALL BENDS SHALL G SYF ML CONCRETE CONSIRUCTON SHALL BE DONEW ACCORDANCE WnH MIAUFACIUROTS ECOMAIENOAlKlN5 AND 0EFWISHEDW APPROVED ETRE RAZED MATERIAL SLELVE55ELL BE IBCAGE BE HOR2DNTAL GROWN VARO TOtVAROO ERm. TOWER FOUNDATION IXCAVAno.Y,BACUEL AND COMPACTION SHALL FOLLONWG. WTIH THE AMERUNCONCRE[E WSIIiIfTE TACO OD[S TII&318 ACCOROAVCEWTIFlEEEPApAnOVASEEfBLYSPEGFlCATION. GALVANncn SHFF'SIEEL SEAL ALL SLEEVE WETHERi1GM BENACCOROACE N'ITHTOWERMAUFACTURERS OE9Cu5 AND Aa MIERUN CONCRETE WSIIfURE fIRRED SPACES SiLLL1 BE FIRESTOPPED. TRROUGH E%TJBOR WALLS •ALL CONpURORS PASSING FROM ANNE-GROUNDm N-GROUND SPEC LATEST ANSI ANFRGW NATIONAL STANDAROSINSTRUIE GATES,REVISION. CONNECT%lNITHANN-METLLECONDU S-ED AYO EW WALLS&pCORS SIMALI.BE PAOf1ED USINGBENIAMN MOORS SUSPEND AND SUPPORTALLNEW DUCTWOM ANp PPINL FROM pROniCTEDW1THA NON�MRALOC OYDl1R SELLN ATROm NATNECMVCL MATCR4LL MAY BE USED FORiENCH HACKFBl WHERE AMORGW WELDING SOCIETY ALL CONCRETE USED SHALL BE 4000/926 DAY COMP PLANT ACRYLIC SEMI GLOSS BUILDING SRtUCMEONLY pJypS SELECTMATFRWLISNOTSPECTIED CRAVELMATERIALMRCONDHE AMERICAN WSRIUIEOFEIF2LONERUICIUN FOLLOWING THECONCRETEPARAMET.RBE BASED ON U9NC MEBUILDING OE FA BRCNALGWWETMLEp ACBLEAN TO .11 I RNGS MORE WFAIC,B OCONDUCT05AEIN THE SAME PAmR TRFNCII ECKFRL SIULL NOT COMAW ROCKGREATER TLXN2INCHES ASCE'V PMYf COLOR SluLL BE SELECTED BY CONSTRUCTION MANAGER. AMERUNSOCIETYOF CIVIL FNGPIF RB FOLLOWING MATERIALS ANDPARAMETERS. PEW STATE ODES ANp dMACNA LOIN PRESSUREFLEkiBLEANDMEfAL RNGSOVFRLAPPWG,BONDWGFOLLOWINC wNOTHERRNGOR IN DLVALTER. b ALL SURFACES TO BE PAINTED SWILL BE PREPARED IN ACCORD WITH ASTM -M-=A ND TESTING AI[TUDS PORTLAND CEMENT: ASTM CI50.T1 /AWT MANUFACNERS ECDMAIENOADONS,PRATED AND ECDVE2 UCT STANDARDS ETEST EDITION PROVIDE VOLUME DAMPERS WITIi RADWL,OR SIMILAR,COMBINE WRHASIUR[p SINGLE BANK OR CRUSHED GRAVEL SHALL CONSIST OF TOUGH.DURABLE r CR9 CONCRETE G STEEL INSIII'UIE AGGREGATE: ASTM C33.I INCH MAX FWISHCUTS OF/AWT BE CKWG QUADRANT AS BNOCATE00N THE PLANS.WCTWOM sfW.L CONDUCTOR, PART CLESCPCRUSHMORUNCRUSHEDGRAVELFRCEOFWO .PMN. ICC-ES INEPNATONM ODE COUNCIL EVALUAIDN SERVICE EGALV SHEAR METAL EQUIPMENTANDTO YCON CONDUCTIVE RINGS sfVU1 BE. cONUTG00R IAMIYATED FECES AND M[ET THE SPEgFEp WATER: POTABLE ALL PAINTS SIWLL REIN OMIPIJANCE WITH ALL STATE.FEDERAL FYD PROVIDE SUPPORT STEEL ASE RADAIUN. n Lu M1tUMUTUNS N'DUSTRYASSOgnifON KCAL VOLATILE ORLAMC COAIMUNDR REQUIREMENTS REQUIRED DUCTVOM TO CONDVCIIVEDNOT OR STRUCE' Wrt11IN5 ADMIXTURE NON�CMLORDE � BONDED PROCESSED AGGREG,ITE BASE SHALL ON9ST OF COURSEADFIRE NECW UL UNDFETNTI2IFR0 VVFOMmi7&s FR I,p• ALL WIRING OF FANS.ALARMS,Rc.9uLL BE PROVIDED BY ME •FEET OF EQOUIPAIENT GROUND PPIGSANO WTTIO 20 FEEL OF PAP1t cOOR SHALL AWTCII ENSTNG ABLIITL CSURFgCES WInRE ELECRUGLL CO,uT{tpCTOR UNDER SUPFTM9ON OF n1EHVAC mWERG UNp RWLs gCLRELpTES OMBNEp AND A9%EO SO TIL1TTIfERESULTING NATE ELECTPIGLL ODE SLIM/: INCH APPDUBLE CONTRACTOR MATERIAL CONFORMS TO mELRApwIUN.COURSEAGCREGATE SHALL .NSTALLN MEVAIUAi 10 Walls FROM FOVNOATIONS.FOnn'c5, �\ NEPA NATIONAL FIRE PRDiEC110N ASSW.XIUN uEY EQIIffME.TROM55NMLiNVEVRFLOOf¢YG,iW VINYL BASE pTALL SUPPORT STEEL EIffoSFD TOWETHER WRH2OAi5 pF �pA1� BE QIIIER GRAVEL OR BROKEN STONE 4O FWEAGGREGATE SHAIJ. O OSH,N OCQ1PAl10NM SrLLETY'ADNFALm ADALLMST1uTUN •ALL CONCRETE EXPOSED TO FRFE➢IKG WEATHER SHALL NERAL VWVL USETO ROTI SDE50F N¢V tVALLS COLORS AND O CONSIST OF SYYO EVERY WGVIDUAL TRADE gSCPLNE.AND CONTRpCIOR 514LLL CONTAIN INIRFNED AIR PER AU 211 TABLE4210F AG 318A5, PATTERNS TO BE SFIECTNBY CONSTRUCTION MWAGFR ALLSBPPLYD CTWO AND �fIN GROUNGROUNDINGS.RVIw.s BONGS O.W.ELTNG mFA1. BANK GRAVEL FILL SHALL PASS NmI TIO:FOLLOWING SRf SQVAE ^ O���On LCLUW iHFSELfNERLL SPN01GlUNSALL 00 PAINT NOTES: NSUSLATIO,YWIRIMILFACEVAPORSARRIERJRKSHALLBEENSULATE ACKET BERCE55 IN 3p4 0150 BEOWCRADE ORe WCHE50¢OlV TIME FROST MESH YES PASS IId' Ir(N J V THEFNGINCFRISNOT RESIONMBEFORNORA GVAPANTOROFTIE (DEFO REINFORCING STEEL SHALL CO,GRN M •/ F�\ THESE SPECIFlUIIONs SWILL INCLUDE THE GENERAL SPEOFlCATIONS TRE ONTRACI'OR SFLLLL CAPALL DUCTWOM AS SHOWN ONPW45 •CNE WHICHEVER IS GREYER DEPIFI. 15451 Wnit Pw55 x10 SIONr`V INEMHNL CONTRACTORS WDM.ADEQUACY ANV SrtE IOEFORME01.WF1DE04NRE FABRIC SHMLCONORM T(J ASTM HER¢u J AIRS WELDED STEEL WIRE FABRIC.SPLICES SHALL BE CLASS'8' RENOVEALL BRANCH pVCRVOM ANO FLEA%IOLEDVCTWOM AS •MW2fGET FRO FOlfNOATONS.FOOTINGS.CRIER T.SINEHVISUN OF ANY WDM.AND SLL'ET'N,ON.OR 251 WTIII/PSE x40 ABOMTHE WONT 3TE AND ALL HOOKS SHALL BE AU STANDARD UNG.REINFORCING PAlIY11NG SCI{EOULE SHOWN ON PLAN. SYSTEMS.ANO SMILIR SIRUC'NRES,E%CEPI l4HEN AfANINGA fy✓nII PASS x100 ANY STINGS IERFBV TO AN OR EQUAL rtRLTTNT EQUAL RCM p�ALL.0 SS HALL EM'WHEANDARDREDANpnEO CIN L FERROVS METAL REMOVE ON AS SHOWN ON AfECIfANICAL REMOVAL PLAN BOND TO ANY OF THESE STRUCTURES NOT BONOTO 5•t RAVEL BASES SHALL BE PE�APPROVEDBYTIIECONSTRUCONABWALER BEFORE WELDED). a CLEAN SVEACEIN CONFORMANCE TO SSPc.5P 35TAOARDS. NCWpWC.ECC CRATE GPO.LESADOTHERASSOCNTN DEVICES FOUNDATION INT¢tNAL RFWFORCEMLM. K�EV¢RAGE SHALL PASS WITH THE FOLLOWING SI[E SQUARE INSTALLATION THE FOLLOWWG MINIMUM CONCRETE COVER SHALL BE POWER TOOL CLBAING. 26 ELECTRICAL: ML OUIPAlu4r GROUPED WAC E SONDEMON.1. ESHYES: STRTITRE OR SPIIVJi SHALL BE BONDED i0 A SWCLEPoWT ALL TRADES SHALL COORDINATE THEIR WONT ttTm ALLOTIEq TRADES PROVIDED FOR RDNFORUNG STEEL: b PRATE BY wPPLYNG ONE SPOT COAT OF TFNEfEC SEATCSI CIFIUTIONS SHALL INCLUDE THE COVERING SPECIFICATIONS GROVND,PR¢'ERABLYAISOETEDLROUNDMIt BONDTHE GROUND WRHPASSS' ANDOmERW MDCONpH SASAPPROPIBpiEORROL'OIEDTO •CONCRETE CAST AGAINST EARTH=3W -30 MRS DRY. I�REAISPE pAl2 mTHE SYSTEM WUN MAWRIM SNGLE BONDING CCDUCmR IF WRIIPAES3-1? AVGp CONNCTS.RESOLVEADCODRECRATRALLCONRILEFSAI M •CONCRETE EXPOSED TO EARTH OR WEATHER, c.FINISH BY APPLNNGTWOSPOTCOATSOFTEYENECSFRES1025 ALL ELECTRICAL CON0UC1OR5 BONDNG m AN N GROUND RING.INSTALL 2 BINDING ONDUCTIRS NmIPASS 2l14- ALL,VPECfEO6roM AND SITE OPEWtnPus CW1✓ONAroNNmin� x6 AND LARGER=21N. (GOR AT 2,5 AOLS PER CopT. N51l4LL BE ArtvN1UM Op0VTVPETHh.TM'N3.OR IN'a1VMtV1T11 ECH CpnDURORINSTAILED DIRECTONpLLYAWAY ssploox NmIPAss z• DESIGN PROFESSIONALS OF RECORD BEMTm mEOWNFR Oa OWNER55PECIFIEA COLORTAT25 HEV5IN'G BUILRYG COLOR OIVNER TO %fiF W O FROM EACH OTHER AND PARALLELmTEW GROUND CONDUCTOR 55.1004 WITH PM51.1? EPESEMAINE FOR EYgtY11BVGMlATOIOIHENETAW\1pN OF � AS AN06M141LLER=112 N. dgppROVEOLORAWTCfI RWCH gRCIIR CONDUCTORS SHALL BE 50Ft DRAWN00Y NTFH NO TC6-NNE NS. 25Wa lMI1 PA551/4' T115PROlER. .CONCRETE NOT EXPOSER TO EARTH OR WETHER OR NOT TOtVEAGROUNONC: 1545% tVRFIPM$•10 PROF:SCOTT M.CHASSE P.E. ALL N'OM SWV.L BEW mOCT nc[OpDAucE tvlm Au nPPtIGBTE CAST AGAINST THE GROUND. YIN'C COATED METAL •n1N1MUM ONpucTIvrtT PROPERLYREt'4YED COPPER EGIT10N5OFALLAPPLIGtOIE ODES AND SILLLL BEACCEMABIEm •• SLAB ANO WALL.3/d IN. 2a.KATE RECOMMENDED BY THE MANUFACTURER ACHIEVE FEEOCRCd3CUR CONOVCNRSS-CRTHERCOPPEROR •TptyFlyS�ORMONOPOLFS SHALL IigVE2 O50 OPPoSTEOED 5-25�i WRNPASS x40 COMP:APT ENGINEERING EXISTS BEEW1E5CODES,PLANS.CTECMCXT IYHEREAO THE R-1 MEC YTHEAUWT LESS IPER TOACFIIEVEA •M11FICA-LNUMTHEMPROPRATE SI2£FORTHEAPPHGTON.pR AS - WIIII PASS xIpp ADD: 567 VAUXHALL STREET EMSTSTRINGINCOTIN PLANS. WHEBWONEUCTTR •• BEMMSER SHALL BEER 112 W. TOTAL DRY I-ms1SKNEBSDFNOTLE55TWW 1.2 AfIL0 SPECIFICALLY NOTED. SIDES. 051 WITH PASS x200 EXTENSION,SUITE 311 MORE SIRN'CFMAVIHORTIY SHLLLI APPLY.WHERE CONNCTFXLSIS OA f CO.CHTE,INA CORDA PROVIDED AT ALL EXPOSED LACES BENIMON MOOREIRON CLIP GALVAN¢N METAL ETIX PRP1fR •PERMAENTLY IAB¢ORTACALL CONDUCTORS WTn{THBR •BONDmTM TOWER MOUNTING V HARDWFIR CAARE mWCR STRUCTURE, pROCE55ED AGG BASE SHALL PASS Wm1 NIC FOLLOWING S¢E SQUARE BERVEEN PLANS ANp sECEIUTIONS,PIANSHALL APPLY.WHERE OF CONCRETE,WACCORDANCE Wlm AU 3015OTON 4.2.4. xI5S REQUAL CIRCURDESIGNATONATALLTERMINATIONE .SPLICES.AND AWAY FROM TOWER MOUNTING FIAROWARE, MESH SIEVES: WATERFORD,CT 06385 ONFDCT EVSTS BETWEENPLNSHEETS.CONSTRUCTgNAUWAGER b,FINISH WITH 2 COATS OF SEMIGLOSS ACRYLIC ENAMEL APPLIED VISIBLE AS PASSIN ALL ENCLOSURES •ECI I BOND 51 ALL HAVE A CORRESPONDING GROUND ROD ON THE 09.1001 WITH PASS 3-IT SHALL BE CONSULTED PRIOR TO COMMENCWLANY\VOM. CONCRETESHALLREPLACED INpIIMFORM MANNER AND AT SPREADING RATE RECOMMENDED BY THE MANUFACTURER IO ALL CONpllfl',-WAY.WNEtVAYs,ANTS.EC.SHALL BE LLSTEO TNG' S5�951 WIT1{pp551-12' DEVELOPER:COMMUNICE CONSOLIDATED PLACE. ACIOEVEATOTMIR RE mICAQE C FOOTLE RIUXN2.0 ANDSVfI'ABLe-LISEMPOUTION.OICARO SHALL E CONDIIRs TO SRNGWFMEASHALL ONSISTDF2CONDEGGTED FROM Sff-.ME R CONTECTOR SHALL PROVIDE•LLL LWOR AUTERALS.INSURANCE. •mRS RINGWnfI ECH CONDUCTOR OIPECTEDWOPPOSRE 0-]61 NTMI PASS Y4• EQURMFM,INSTALETON,ONSIRUCTTON TOOLS,1RpN5POMATION. MES B WMIIN AFORE ALGAL AQUpLO VINriACRYIJC ETIX ASAPPROVED AOLLSI£D FOR TIE wPPOUTION s1uLL BE 25451 WRIT PASS H4• COMMUNICATIONS LLC CONCRETEFOOTWCSSHALLBSE SOI AGAIN ST LEVEL, ENMf¢x3030R EQVM. EPIABLE, NRECTIONSDVImA THE GRUNDROECTON ONTIE R.vC ON SO.PORAOMPLEIE ANO PROPEALYOPEIuIiVE.Wl1USYBIB COMNAGTED.NON�FROZEN BASE SOIL FREE OF STANDING 3.ANTENNA PFY¢S CTRCAL METALLLC NBNG LEVO. OPPOSITE SIDES OF THE GROUND ROD. 0�2M NTIH PASS x40 ADDRESS: 5550 MERRICK RD., VSTEI mFOUGNOUT.WDAHER-E FD ON TIE ORANWGSANDAS WATER CLE 2121 WITH PASS x100 SPECOIFD XFEINAIXOR m11EMM15E REQUIRED. APPLY OBSENcNVLLUMIS POLtNE BOR EQUAL.COLORm COMPE590N OUPLLu'GSAVO CONNECTORS ONLY MADEM EQUIPOMMUNIENT EION AREAS MASSAPE CTgtSWLLLVERFT,LLL EIST.tiG OYIXIU.S.NSTALLAIUNS IS STEEL n MATCH EMSTINC STRVCNRE •IVREn'CHTILM. COMMVNICAIUNAEASON FMIII SHALL EVEAGROUND M'G DF�L AUTERLLL SHALL BE FREE OF ORGANIC AIATEFLLL.ICE TRISHAND ANDEQ nEfEN PPIDR TOWD,FA®+M TUN.AND COA%IAL CABLES FLEXIBLE METAL CONDUIT 6Mq AND @REAL FLEXIBLE METAL •BOND ALL EQTIIPMEM TOASLVGLE-PoMGROUNO(GROUND OAry. RS REFFRroceoTEcxreGLENc vEFwne ps APPUGeLE Foa MASSAPEOUA,NY 11758 INSTALIATION OF ANY WDM. NSPEOFIUTONS SHALL THE GENERAL SPECIFICATIONS •CONDUCT BFMq. �V •SONDmEEQIP. SINGLE-MIRIGROUNTIMMEEQUIPS T ALL FILL MATEpW.R000IRESENs 9a F6TSTAPPLY ONE CUT OF DTAI ONONG PRIMER RS A0.5 DRY 31 SEDIMENTATION&EROSION CONTROL: CONTILXCIOR$SWtLL VEIBFYALL ELNENSUNSM.ID CONDIIUNSWTHE MuiERLLLS FNTSR •FCNLCONNECTIONsm RUNCT'LI OR ADJUSTABLE GROUNDDB Wm1LOSEDI2 CONDUCTORS pOtECINW ENGINEER HALL R NOTIFIED ECTUN OF ANy?uTERAL THE NIDE FIAGE ASiAl A902.GRSD bFLVISI WRHTWOCUTS OF DINT ACRYLIC PRMFR-SH 12.55 FBOUREQUIPMENTINCLUNITS. LMFORMIIS,MOTORS. OPPONEQUIPMENTISNS WITH PARALLEL CONNECTINS ON TIE TNG. TIESESPECWI 0,ISSW NCNDEMELCNERALSPECRU S NOTE: ENLWEER SWILL BE NOTIFlCO FOR WSECIlDNS FRDRm CLOSING TIIONC ASTM MOD.GRB LS DRY FINER). EQUIPMEINACUCED PON SLABMERSMDtORS.ETC,OR IVHEI4E ff THESHENTI IS C-SEDGHTON A BE CR: IEREw COMPEDONSANDOFANVCONPIUNSWEWITI-LVDE EQUIPMENT IBPED STEEPoN3LAB ON�GRAOp •ff IHMNIISMIKEINSTLLA UILOEEXPOSED TOAOIRER CONTRACTOR SILVIMWLW2E pisTVPBANCEmFJ(ISL SHE DURING IT ISAVIOLATION OF NEW YORK STATE OMPLEIION pFmE WOMNACCOROANO tYmITIE COMMIT PEE ASIMI ASBGRB COLOR TO MATCN EMSnNG STRVRURE RqD GALVAN1205T[¢BtGEI, •OLInMNG STRKE.INSTALLABIIILDING UGIRMNG PROTECTION CONSTRULTON.EROSION CONTROL MEASURES,/REQUIRED DURING EDUCATION LAW ARTICLE 145 SECTION DOCUMENTS, BOLTS ASTM M25 MWATION ANO PREPARATON .ALL FITTINGS.CONNECTORS,AND COUPLINGS SHALL BE SYSTEMPERAPPDCABLE VEHSLONOFNFPAT00 CONSTRUCTION.SHALL BE IN CONFORU CC WITH THE LOCM CONTI1wCTOR SWILL VISrtn1e SITE TO AUWAGEAO UDI APPROVAL C 1 O MnNG T-..-211-I1d'nICBARSI NOT APPLY PAINT SNOW.RAIN. G OR MIST OR WHEN THREADER MADE UP WRENCH ncMSEDIMENTATIONT209 2. .BOND AFIXED CONDUCIVE BUILDING COAfPONENTS TOGETHER GUIDELINES FOR EROSION AND SEDIMENTATION CONTROL. (J FOR ANY PERSON,UNLESS FOR ML TENANT DISRUPTIONS,POWER OMAGFS.WOM SCHEDULES. EN.SN4G METALS ASTM MO RELATIVE HW FO U.ID-CEEDS B51 ONOTAPPLYPTIMM-1 POLWWYL CHLORIDE ffVq SCHEDULE dO OR SCHEDULE IU. ANDTOTESUIOINCRWC LROUNDATiNE CORNERS.TI9515 LIMITS OF CLEARING ANG GRUBBING SHALL BE CLEARLY MARKED ACTING UNDER THE DIRECTION OFA DEFEMBEINOFINORPIAREA ORIVET SURFACES •MAY BE USED FOR SERVICES.EXTEJBOR BELOW GRAOG,AND WET TYPICALLY CALLED THE l4XIO GROUND O NOT BOND EQLNMEM EF OMMENCNG WITH SUCH\40M, Gn0ry nuT== PI To BEUSN W woM AE MITE FWD GROUND. LICENSED PROFESSIONAL ENGINEER OR BUODWC/SfE ACCESS.NOISE ANOaEN1A`SSFNUIRE KTIH PROVIDE CFRlIFl VERIFY THAT SUBSTRATE CONDITIONS RLNYTO ELENe LOCATIONS SEDIAIEMATON AND EROSION CONTROL(5Eq MESURFS SHOWN AVWAGE1En PI✓DRi0ALL W01tlt ANY UCFJJSNAND HAVE SYTSFAROPRY PASSEDAlVSQVpUFlGTION WORK EXAAINT SUNFACESCHEDULEDmBF.FlMSHN PRORm .SHALL NOT BE USED IN CONCRETE SLABS NOR E)GGSED WITHLUA •ONO MLEQUIPMFMNGETiERTOA SWGLE.POIM ORIMERIOR LBE INSTALLED PRIOR END CLEARING.EXCAVATION OR LAND SURVEYOR,TO ALTER AN ITEM IN DISRUPONS Sf4\II.BE KEPT TO A MNWLIM OSHALL BEDS TEST UNDFIt THE PRON510NS OF APPENDIXSDwP tl•4pND00F ITIS LAME\CFMFMOP WDM.REPORTANYCONgnONRMTMAY UBDNG OR STRUCTURE EQUIP ENT RING GROUND DELTA.ONO THE SINGLE-PoWTOR IEGR GRATING OPERATIONS REQUIREMENTS OF LOCAL WETLAND ALE'CY ANY WAY.IF AN REM BEARING THE SEAL UPON AFF.FNAPPPOVAL OF THE BUMMER AWS CODE BELONG CWELONGN CMTS ON POIEfVTLYLLYMELCT PROPER APPUCATON. TIE CXIERNAL EQUIPMENT GROUND ALL BIIO.RYC CONNECTION OWTS TO BE CFNT:REDON EJBSILY'G 3_IEE SHOP MPIIFD PMMER FOR COMPATNLLTI'IYnH SUBS Ei,LL CLAD CABLE Mq SE THEE PRORTO RESPHWOMITY M AUFT OF AN ENGINEER OR LAND SURVEYOR IS ITE CONIRACIOR SHALL S\fE COMPR NIEVI CRETwGAYY 11N.VtD EOU OYCEMEDINSTMLtIKINs onT.T. •PLACEGOUNp RODS AT THE fQVIPME.YI GROUND M.COR"ERs IT IS REDUCCOBTI)LBIDR5Rf5FON51B11IfY•m AWMA1N SEC MEA50RE5 AFFEGTWGIENANT EGM550R COAIPROML9NG SITE SECUHn' STRUCNWLL BEAEL GPOWIS AYO WEI AnoNSAREmBE VERWm OVER AbtIFJUNS. Np RODS ALTERED,THE ALTERING ENGINEER OR W F>FO PRORlO TE FABRGTON OF STEEL 4.PERFORM PREPARATION ADCLFAUING PROEDUREW SITUR 'ANDNOO TERCONSMOTVERTHE HUCAIIDMETAL JACKET U MOR.UCORDUMTION DF PROJECT UNTL NSNPOED LANDIS CONOF STRUCIIIRAI.STEEL SILLLL CONFORM ROANCE WITH COAIWG MLA.uUFACNRERS LNEHUCTUNs wNp NOOUTER COVERING OVER TIE METALJACNET. sEPARAIUN SPACE BERYEEN AY2 GROUND RODS SHALL BE n'O mOROULIILY VECETATN LAND SURVEY OR SHALL AFFIX TO THE PRIORm ALL BELOIV-CRtW N'OM AMORAL AIEACENYBAWA DE9GNANDCONSTRU CO NFLvisIffD SPACES,ALL COWNI's SHwLL BE CONCEMO EXCEPT TO •C�pERT�TIWRDEPRI THISAITUREMALLFRID-HE FAILURE OF THE SEC SYSTEMS SFLLLL HE CORRECTED IMMEDIATELY ' NEW AItE FOR SIRUCNES OR VEJOCLES CONTRACTOR 51LVy TO THE ETES EIXTLON OF RISC SPECIFICATION ORTIED£SUN RICH SUBSTRATE CONDIRON EIJUIPMENT NOT MOUNTED OR ETE SYSTEM D SUPPLEMENTED WITH ADDITIONAL MEASURES AS NEEDED IT EM HIS SEAL AND THE NOTATION ENGAGE A MAMOM SERVICEm IDENNY ANY ONDERGROUND FMACATI AN ERECTION OF STRUCTURAL SPELL FOR BUB DINGS', CORRECT DEFECTS AND CLEAN SURFACES WHICH AFFECT WORK MME A FINAL CONNECTION TO DRIVE VERTICALLY W UNDISNROEO SOIL W1m TIE TOP AT SAME A "ALTERED BY"FOLLOWED BY THE AGAINST FINISH MATERIAL. •DEPHIASmEIN�G-L)CONOUCIDR IFNOTPOSSIBLETD STRUCTURES RGAS.E ECTECPEIEHOPF.Ap OT,LLLEMSM1VG NOMETER GNRV.CONNEC110N:iF BOLTS LESSOTHMAV USE PJB' of TfO55I)EFEC REMOVE E35TF4G COATNGSTETEMIIBR LOOSE TOPINISHE G HESPREADTOEIN4511GRApESAULCEDEOE SOON SEWERWATERGA5.EL6CIROFREROPNCOUNTERED. DIAMETER ASTM A LBE30TBOLTSUNLCSSFABM ISGNOTEO SURFACO SSURFA ALLFEDCR=ANDM MARKED GROUNDING MVEASEPARATC WSTALLVERTICALLY,PLACE AS CLOSE M VERTGLAS POSSIBLE AS FINISHED CRADCS ARE ESTABLISHED,STRAW MULCH,JUTE NETTING SIGNATURE AND THE DATE OF SUCH UNDERGROUND UTILmES IDFNIIFlEDOR ENCOUNTERED.SRNLL D¢ ML STEEL MATEftLLL SHALLBEGMVAN¢EDAFTER FAtlRUTON IN .NIPERNOUS SURFACE.REMOVE MIIDENBV 3CRVBBING WITH PROPERLY SI2ED AND MARKED GROUNOWG ONOUCTOR PER pNpW ApIRECTION AWAY FROM TIE NEAREST ABOVEGROUND ORMATS SfNLL BE USED WHERE m[NEW SEOId PLACED, ALTERATION,AND A SPECIFIC PROTECTEDATALLTAfES EXTKEAHMAONSOUOREUSBDBYTE ACCORDpNME ASTMAL23-pNCOIOT-DIPPEDGALVANRFDI SOLUTION OF TR SO PHOSPHATE M'D BLECII.RINSE WITH APPDCABLE COpE5.n1AT BONDS ALL ENCLOSURES,pD%EAS,ETC. CONDUCTIVE ELEM[M(IOWER.EQUIPMENT,ETC). VEGETpnVESEFDWC NTMCTOR lY1ffN DIGGING OR FXUVATWGINAFD'MM4.YFA AnNGSONIRONMDSIEFJ.PRDUCSWITHACpATWGWEGHTOF CLEAN WAl1A AND ALLOW SURFACE M DRY. CONDOR SHALL NOT BE USED AS A CROUNDWC OR BONDING .APEATOBESEF SHALLBELOOSEANDFPLABLEmADEPTHOF DESCRIPTION OF THE ALTERATION. AROUNDORNERSUCIIMIETER.CONIRACIORISREM SELEFOR 20 cDNOUCTOR RApW.S DNP.NE\40EDIUlED OMMVMUTION SRESI: CEMENT.AO,W.DMIAGES BUS TO MMUGEOF OZSF T.ALUWNIIM SURFACE SC1ffiVLED FOR PAINT FINISH:REMOVE •WHERE FEASIBLEWIMFNLOUGH SPACEAVAILABLE.NSTALLA T.TOPSOIL SHALL BE LOOSENEDBY RANINEOR NSKWGBEOE ALL NLTs,ACHORS AUO MISC¢LACCODA CEIYAEEM•DSEDm SUEACECONTMmVATON BV SIEMf OR 19GH�PRESSUE WATER ffEMSTN'G ELECTRIC SERVICETSTORFMAW,CONIRACIOR SWVI BE MWL\1LLM OF d,MAXL\NM Ip RN'C RADIOS. SENLN'L.MPLY 50 Lba OF OLONARRO EUMEAAH25LVER • UTIIJIIES RI BYI650PEMEQ -CCOASNMDIO-1)ON CCORUNCENm1A5N1A153 REMOVEOAIDATION1VIT1ACIO ETCH AND SOLVENT WASHWC. ERffY TNTRMFETSTOBECTREQNPEMELACERAOR 1010-TO FERnIIIER PER Ia0R 5F.WWROW DAIS AND FFAIIL�R ALL FXISTLYG AND NEW EQLVAIEYIANp AuIFJMLLOGtliONS. nn'G WOT�Nq O.Y IRD.N ANp STEEL ILMROtYME.' APPLY EI'C14LYG PR4IFA NIMNUT¢YFOLLOttWG CLEnV4C, DRTGTON.ffR15 TO BEADpEDOR REPLACNASAPART OF THIS Ec1{RAanLS LE CTH SHALL BEMW za E.M1LWwFr. NTO LopsE sou. AT&T AT ROIJILN'G.OREMAiUN.MOUNTED.,SPECwUTIONSAYD LENER.LL VANDIED SURFACES SHALL eE REPAIREJI BY mUGUI e-F1RR011s.-IS CLEW INCALVANIIFD fEPROUSMETAL ODM,CONTRACTOR SHALL ORDER FROM,COORDINATE WITH.AND •E% 1 RUXALS pFRPEDICULAR FROM RNGSINMSTiWLIn .APPLY G'OMIMON BERMUDA AND RYE L SS AT 50 LBS PER ACRE INSTALLED OINNRERISTK:551LLLL BE CONSIOEAED DNGRA1.1XfAM URGED U" UMACES n1AT TERVE NOT O¢N SHOPCOATFD:R NOVEOR, GANAPPROVALFRON T6 ELECIRGL URJTY.ALL[LECTRUL UNuASPOSSIOLEAWAYFRONOTHERRNGGROUNDSRADIN.s, USE CYCLONE SEEDpML C11LlTPACKER SEEK[RpRH1DRO5FSDER Ll'G4Z5 ON IHEPLANS FXpR CONDRUNSMLLLyEDEIFHt6uEDINTR UP COLD UA\uGEDULNAA TLN STE¢tNRH COLD 2INC,'GALVAOX. GREASE DIRT.LOSS MRL SOME AND OTHER FORDGN EQ�MEM SHALL BE AS SPECIFIED ME AS APPROVED Sl ME LOCAL .pS,ANO SRiBAR ALY,OR TLUC m.wACOROWa:WTfH M1IANUFACNRERS ISSN&FERIn ncR¢UR4T FOR SIEFP SLOPES WUUTE IBVIE R.-.-.ANY DDTFFIIICESTNT WY Glf1pp11,uES TOUCHUP DAMAGED NON�GALVAVQEp S1EEL WIfN 54NE SUBSTANCES.USE SOLVENTOR MECHAMCAL CLCNJINC METHODS NTIEEM APPIJGIBLE ACOAI\ION PRACRCE IS TO PLACE R4D1AL5 FROA1 THE TOWER yEGLTgnpNIS CONPLEIELY[STABIISHED. SCHEDUIE.COST.OR QUALITY slue BE BROUtlnmITE (SSPPR MMENT11E6IEF1.UCHUTURFSPAINSMDS[IOP ML�TIffMFi RNCLoslmE U4\INF AB65URw EFoa OR •RNCTO RE 4 MUNLSOcORYERS F THE MUNDCONBLEARE SITE ROAD ME EEND NERw ALL oRFIELD. ADDRESS:CUTCHOGUE,NY 11935 ] AiTEMION OF THE OIVNER OR ENGNEER PIBORm ANY WORL ISSPq REOMMENDAIIO.YS.TOUCH UP BAEAREAS AOSHOP ST ED ENNRONMFM.M4\IMUMINENA 3R FORALLEMEROR ATA MINIMUM.BOND ML COMPOGND ONOUCMEFFNCE CORNER ALL RFFERFN<ES FERFIN TO VEF¢1UTUN OFANV CONQID90F SDE THEENGDDRO CALL BENOTFEDOFMY ORNONCRHERLY GMAERIALAFWATCD. CLEAN PRIME HSOLVECOATS TSRECIUVEN ED DAMNINTMA MANUFACTURER ASTM DEVICE POSTS ADDATE MATMSTO THELPGS.PREFERABLY.WSTALLA uGEO OROTHERWISE MISFfITNL OR NONONFORA1WG MAtERALS CLIA Wf01 SOLVENTS RECOMMENDED BY PAINTMAUFACNRFR. GROUND RING T{AT FOLLOWSTHE FENCE LIRE BONDWD ALL POSTS TO �¢D.PLANS,OR SEUFlGTONS PRIOR iOANY N•OM SILLLL DETIE OR roNDIITONS TO REMEDL4L OR ORRECINE ACTION ANV SUCH AND TOUCH UP WITH THIS BASE PRNERASTHe SHOP COAT. tMRNL DEVICES SHALL BE SPEgFlCATION GRACE AND WIRING DEVICE .pE wxc. APT FILING NUMBER: NY474800 RESPONS.CHANCES.RCOROR DEMAMAp ALLwDOn.1 ACTION SHALL TREQQNRE ENGINEER REVIEW.FIELD CITING OFGA-ZED COVER PIATLS SHALL BEPWSTICWRH ENGRAVING AS SPECIFIED. MODIFICATIONS.CHANCES.REPAIR OR DFMOIITIN ASAR65ULTOi STRUClLMLO S.oVAN12FD SURFACES:CLEAN GwLVA12ED SURFACES WITH OLONSHALLBEIVORY.ALLDEVICESADCOVERPLATESSRMLBE 27 ANTENNAS&CABLES: IS NOT PERMITTED INCEPT WRH HE PRIOR N PETROLEUM-BASED SOLVENTS SD SUMACEISFEEOFOIL FAILURE TO BRWCANY EMISTWC CONWION PROPFFLYTOTE gppppygl,oFTEE GINEER OF TIE SAME MANUFACTURER. R OR ENLiRWITHO-BE TIENLL ADSUE.SHEET AMAL FAB REIOVE OMCOILTMEM FBOM ALL FIRE THREE SPECIFICATIONS SfWl INCLUDE THE GENERAL SPECIFIUTIDNS DATE: 09/1422 DRAWN BY: DRA RFSPoNS®TIDY OFTHE ONRUCIOR Nm10Ui DELAY.COST.OR ONntnRORIN.CONVEAND UCTION-INSTALL EWEpROOFlNGAS MOUNAREO SHEET METAL FABRUIEO FROM COIL STOCK BY RATED PENETRATIONS SHALL BE SEALED HEREIN, AND LLSTFD FINE SEALN'G pence OR GROIN THAT WRL MAINTAIN THE �CHECKED BY:JRM C14WCE51NQUMfIY. EQIIOiEp pVRNC CONSTRVCON MECHAMCAL METHODS. FlE MTNC OF THE STRUCNE PEYEMTED TFE CONTRACTOR sffALL-SHADINSTMLALL TRANSMISSION ALL NOTES THIS SHEET 51W1 APPLY UNLESS 5PECO1G11YNOlID THESTEELSTRUCTURESIULLBEDE51GNEDmBESCLF.SUPMFEFUE 10ANIENNAPANELS:REfoVEALL BULL.OUST.GREASE OIRT,M CAOLES.JUMPERS.CONNECT'ORS.EROUSSFALSTRAPSECTED- OIHERLNSEONTHEINCLUDEDDRANTNGSORWSEPARAIEPROJECT _PONGRITYTO DETERMINE ERECTOR PKCCEDUSE AN SEAQ OmELS S'USGN AuiF]iIALm ENSVEADFQWITEAOHfSION. PROVO]E PERMAE FLY AFFD ENLMVEDNMIFPIATES FORAIy MOUNTADERGwARE.ALLAWTFRLIVERY JUBENSPOTEDBT THE UlWNSAApPOCABIE MLSPEaFICATUN551LW.0E N901lfIYm DETFAWNE ERECTOR AND SEQUENCE PANELS O6N'PEp WfIH M11ETin ETHYL KETONE NIFIO. ODE REQNREO LABFLNG ADONALL PANELS.METERIN'C. CONnuROR FOR DMfALE U1ON DELIVERY JUNPER55ELL BE SHEET TITLE: ON90EANEQULPN UNLESS APPROVED EQUAL BYTE Ol4NEt AD io INSUETIE SAFEIYOF IIIE BUTTING AYD ITS COMPONENT COAXUL CABLES:PEAIOVEALL04.WSJ.GREASE DIRT.AND NSCONNECTS.ANp ELECIp1ULEQU@MENT TI{ATIDENIfflEO SUPPLED AT ANIENNM AND EQUR.t1EMNSIDE SHELTER CONSIRUCNNAfANAGER OR FNCNEER ASpPPIJCAELE PARTS WPWG SICKED, 10mER FOREIGN M1UIFJWLm FNSUEAOEQUATE ADHESION. EQUEAIEM SFJiVED.¢ECTRGV.SOURCE4VfIH CIRCUCT CCORN+IAIE IJNGTHOFJUMPER CABLES WRHOWNER.CORDWATE FR,MWRCHAIAYCONSInMEAFlPEIUARp.MLEEELFLEICNTS EWSPLUMB IDENTR1CAlUN.ANp VOLTAGES WITHIN. ApVF YALL OT TRE MATERIALS T00E PROVIDED EO WOWNER NOTES& WOR09'PROVDE'On'PSIPLL'SHALLMEN NRi16H ARID SH MLBA.vD LEVEL OMRACTORERFSN9BLEFDRALLFlNAL =M SURKRERKG BIO AND OMERNG MATERIALS INSTALL. MAUFARURERSDESGNSSHN.HALLLPREYARFORIOWER. COLLERWAETEMAIERNL, TNATIONSTOALLEQU11 ENTPogFTERINSTALETON,METRANSMISSION¢YESYSTEMSHALLHENMI SPECIFICATIONS CONTMRIXt 51NLL PROVIDE ALL CUTTING AND PATCHING AS TIONSSIfALLSE DESIGNERBYTE-CATORAND P' CEINCLOSED METAL COMALNFRS ANp REMOVEDALLY FROM pLLBLECTRICM APPURTFNANCFSEATAREDISCONNECTEDSHAL.BE SWEEP TESTED NRPROPER WSTMIATON ANp DAMACEwrtH REQUIRED FORTE WE14lIATUN OF105 WORK ANY PATGld G51LLLL CONSTRUCTED W ACCORDANCE WITH THE LATEST EDITION OF TH.SC COMPLETELY REMOVED WIm EXISTYG STWCNRLS TO REMAIN, ANTENNAS CONNECTED.CONTRACTOR SIULL OBTAIN AND USE LATEST MATCH EXISTING SURROUN.N.ARM IN ML NISPECTS ALL REMOVED 'MANUAL OF STEEL CONSTRUCTUM.CONNECTINS SELL BC Ar-TON: EPAIRET FINISHED.REMOEDWIMAWTEOETC.ALC PANEOREMNIN, TESTING PROCEOVRTIRROMTRACDOR MANUFACTURER AND USE TO MATERALSWLLL BE REMOVED FROM MEPEA05C5 OtRY WAN OVIDEDm CO ORM M THE REQUIREMENTS OF TYPE 2 I.APPLY PRODVCTSWACCORDANCEWRHMANVFACTURER'S BERATED, IABFIWOADCODETREQU6lEDLL PANELSCHE.L BIDDING. APPROVEDSIFEMANNER. CDNSIRUCIION.NF STRUCTONS VERFED ADPROPERLY COMPLETED TO MATCH TRE INST 1101. ANTENNA CABLES SHALL OE UMQUELV COLOR-CODED AT THE ALLSHIRLUSt=DEEMED,R) SURPLUS eREAfOVED FROMIHE 9TR PROMPRT STIiUCNMLALL S ON BOLTS SHALL CONFORMmA5TA1 A325. -1 ACHM-1II TMO4111THATAE NOT BURY, 26 GROUNDING: ANIEANAS,BOTH SIDES OF EQUIPMENT SHELTER WALL.AND JUMPER EN CONE mOE SURPLUS ALL COLTS SlLLLL BE AflIMMlIM 3'd'puNElER AND ECH ONNECIION APPLY FAcx cogr Ta uNBDRM FINISH. rewr ESATTEEQ19PME-. SHEET NUMBER: EVERYOYIRACroRSHALLE RESPONSIBLE FDR mEPROIECONOi HALLFIAVEMINAIUMf 1WDWLTS LOCKWASHERSARENOT 4 APPLY FAC COAT OF PNM SLicHRV pAMFR n1A PREC IAVG THESE SPEOFlUTONs 51iALLINCLUDE WEGENERAL SPECUIGTONS TRE CONTMROR SHALL-SHAND NSTML ALL CONNECTORS. 195 N'OM ANDNEWLY WSTMIEDOR E%ISTUGN'OM.NRDq.YC PER\BURIED NU M255IFF.ASSEM1IBUE41F TENSION OM1TROL BOLTS OqT, HIX�' ASSOCIATED CABLE MOLIMOVc q,W GROVNDNG HpROWARE WgLL NOFIHE SITE ALL SIRIIRURES.ADAl1 OCCUPANTS NS SHALL FOR SLID CRITICAL BOLT S.SAVpMRAL OGHRV BERYFIN OATsmACI¢VEEQVIEO GROUND ALL SYSlE15AND EQTIIRAff TWACOPDACE WITH BEE ApUMEECABLE.UN ALL ADGROHD1URGlYAMTO NEALL NRMSH.NEALE MAINn1N,,Wp EAUVEASAPRNPRUTE ALL ALLDWABT,E LOADVMUFS FlnTSH- INDUSTRY PRACTICE mEREQLTEAfENTS OF ME NEPA]O NATIONAL ALL CABLES AND ANIEJVNASm ME MANUFACTURERS ANp OIYNERs APPROPRulE 84RWFA5.SAFETY GUARDS scNAGE ANp S£a1RIYA0 DESIGN CONNECTONS ATB KENDS FOR Ip KRIS RANI. VACUUM CLEAN SURFACES FREE OF LOOSE PARTICLES USE TACK ELECTRICAL COKE MEA,ADgLL OTHEI4APPOCMLE CODES SPECOTUTO:VS EQUWED. CLOTH JUST PRIOR wP I-.NEXT CUT. EGBV.TIONS. ALL U-BOLTED CONNECTINS SHALL BE COMPLETED WITH DOUBLE ANTENNA CABLES SI a,1 BE FOAM DELELIRC CgLtlM.CABLES M _ EVERYCONTIUCIOR SWILL BE RFSPoN9BIE FORTi1Fpt RESPECTIVE NIns ORALOCKWMNER ALLOW APPLIED COAT TO DRY BEFOE NEYI OATISAPPLLED. ALL CRO1NpLVG¢ECIROp�POESERAT EACH SERVICE LOCATION FOLLOWS: N 1 FEESPERIt1R5.NSPECONSlEE1DTC,CFRIDICATES ADALL COOT =R NPLETFD WCM SHALLBEOn• TOETI FOWPEGMUNDNGELECTRODE STA MANAGEMFMOFS FIESHEDIRNFCTCOAIPLETUY OFADLECAL SHALLCOMPLY W ELLS.AND OEFORPROCEDURES, SYSTEM. • TIMETER1ONI S OCCINANCYOF THE FINISHED/RIOTER. APPEARANCEADQUALIIYOF WEOS.ANp WEO1NG PROCESSES SAMPLES.PREPAE 21'x29'MALEATE FOR ENLW. pWMETER NRUBLE LENGmSUPTO 1pO FT. SWILL BE UALffff➢IN wCCOROANCE WTIHAWS'STANDARD GROUNDEDEQBIPBMHEINSTLLARODEVICES.SE=TEGIRE NDING BE w Q 2 MATCH APPROVED SMIPLES FOR COLOR,TEXTUEANp GROUNDED BYt11E WSTALV.nO.Y OFA SEPARATE GROUNDING -SRRF. CABLE LENGTHS GREATER THAN 100 E. o�oSUEtntK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971 09 9 FEB ,® 8 2023 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtowrny. out o d Town Planning Board Date Received APPLICATION FOR BUILDING PERMIT I� II I� For Office Use Only L G IU/r� q PERMIT N0. Building Inspector: FEB 0 8 202 Applications and forms must be filled out in their entirety. Incomplete81.11I1.UINGDEPT. applications will not be accepted. Where the Applicant is not the owner,an T®WiU OFSOUTH®!.® Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: Verizon New York SCTM#1000-97-5-11 Project Address: 31775 Main Road,_Cutchogue, NY 11935__. Phone#: Email: Mailing Address: P.O. Box 152206, Irving, TX 75015-2206 CONTACT PERSON: Name: c/o Centerline Communications LLC Mailing Address: 5550 Merrick Road Suite 302 Massapequa,_NY 11758 Phone#: 516-557-2398 Email: VBrennan@clinellc.com DESIGN PROFESSIONAL INFORMATION: Name: APT Engineering Mailing Address: 567 Vauxhall Street,_Waterford,-CT 06385 Phone#: 860-663-1697 Email:JMead@allpointstech.corn y ------ CONTRACTOR _CONTRACTOR INFORMATION: Name:Reliance-Tech Inc Mailing Address:1 Great Neck Road Suite 4 Great Neck NY 11021 Phone#:347-632-7151 Email:taniimahmed@rtiwireless_com DESCRIPTION OF-PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $125,000.00 Will the lot be re-graded? [--]Yes ©No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:General business/public utility telecommunications tower Intended use of property:I'IOCIIallge pr0_pOSed Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to B (General Business) this property? Eyes RNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):Victoria Brennan BAuthorized Agent ❑Owner Signature of Applicant: Date: 2/6/2023 STATE OF NEW YORK) SS: COUNTY OF Nassau ) Victoria Brennan being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. B Sworn before me this �\ 6 February 23 ,, GKS: day of , 20 �. �•,, .. .. ..,.;� Notary Public O STATE ':��, yp APPLICANT PROPERW OWNSAUTHORIZATION aoR D , y. W (Where the applicant is not the owner) s'••.,. •• •,,.�'�,yo ,''����111111111111111\\\\��` Patrick O'Rourke residing at 5550 Merrick Road, suite 302 Masspequa, NY 11758 do hereby authorize Victoria Brennan to apply on - my behalflo the Town of Southold Building Department for approval as described herein. 16: ,/.494 2/6/2023 evmte-e-s Signature Date Patrick O'Rourke Print Owner's Name 2 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/FO 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 pian 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 sbowing 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 S50-00- 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$15.00 Date. New Construction:„�-,�Old or Pre-existing Building: (check one) _ d �vt_c 4®G Location of Proper*3 •7 Hamlet House No. Street Owner or Owners of Property: Suffolk County Tax Map No 1000,Section Block Lot Subdivision Filed Map.-Lot: Permit No. Date of PermitApplicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature Centerline Communications LLC RECEIVED 5550 Merrick Road,Suite 302 FEB .0 8 2023 Massapequa,NY 11758 (516)557-2398 office Sout o d Town Planning Board SECTION 6409 APPLICATION//60-DAY PROCESSING DEADLINE February 8,2023 BY HAND Town of Southold 54375 Route 25 Southold,NY 11971 Attn: Building Department RE: New Cingular Wireless PCS,LLC(AT&T)—Site LI-6425—Building Permit Application Premises: 31775 Main Road,Cutchogue,NY 11935 SCTM# Section 97,Block 5,Lot 11 Dear Sir or Madam: Our office represents AT&T with respect to its request to collocate on the existing public utility wireless telecommunication facility at the subject premises. The purpose of this permit is to install a telecommunications facility on the existing telecommunications tower located on the property. The facility is part of AT&T's ongoing effort to provide better service within the Town of Southold. As explained below, AT&T's application must be approved pursuant to federal law. Enclosed are the following: 1) Building Permit Application 2) A Structural Analysis Report prepared by APT Engineering and dated 1/10/2023 3) (4)copies of construction drawings and prepared by APT Engineering and dated 1/10/2023 4) Contractor's proof of disability, workers compensation and general liability insurance as well as Suffolk County license 5) Application for Certificate of Occupancy 6) A check(#1801)in the amount of$4000 representing the consultant escrow review fee Section 6409 of the Federal Middle Class Tax Relief and Job Creation Act("Section 6409")was adopted in 2012,and is codified at 47 U.S.C. §1455. Under Section 6409, your city retains discretionary zoning review over the construction of new towers, but simple collocations and/or equipment upgrades at existing telecommunications facilities must be approved. As described below,this application must be approved no later than April 9,2023. The federal law provides that: "a State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." The law defines an"eligible facilities request"as"(A)collocation of new transmission equipment; (B)removal of transmission equipment;or(C)replacement of transmission equipment." Also,the Federal Communications Commission issued a Wireless Infrastructure Report and Order on October 17, 2014 ("FCC Order") which established regulations that clarify and streamline the municipal approval process for eligible facilities requests under Section 6409.A copy of the FCC Order is enclosed. The FCC Order clarifies that municipal review of an eligible facilities request is limited to determining whether the request falls within Section 6409: "a State or local government may require the applicant to provide documentation or information only to the extent reasonably related to determining whether the request meets the requirements of this section [Section 6409]. A State or local government may not require an applicant to submit any other documentation, including but not limited to documentation intended to illustrate the need for such wireless facilities or to justify the business decision to modify such wireless facilities."47 C.F.R. 1.40001(c)(1). The FCC Order also specifies that the term "base station" includes any structure that "supports or houses" communications equipment. Since this structure already supports communications equipment,it is considered a"base station"under Section 6409 AT&T's Application is an Eligible Facilities Request under Section 6409 AT&T's application qualifies as an eligible facilities request under Section 6409 because the proposed installation involves collocation of new transmission equipment on an existing telecommunications facility. As shown on the plans prepared by APT Engineering AT&T's proposed installation consist principally of the following elements: AT&T's proposed facility consists of six (6) antennas and associated appurtenances on an existing monopole.. Equipment cabinets and a natural gas generator on the ground. Timeline for Review and Approval The FCC Order determined that a municipality must act on an eligible facilities request within sixty(60)days of receiving the application, which is known as the"Shot Clock." 47 C.F.R. 1.40001(c)(2) (Emphasis added). Thus, the city must approve this application within sixty (60) days of its receipt—no later than April 9,2023. The FCC Order provides that upon a municipality's failure to act prior to expiration of the Shot Clock, the"request shall be deemed granted"and AT&T will be legally entitled to proceed with construction. 47 C.F.R. 1.40001(c)(4). In light of the foregoing,AT&T respectfully requests that its proposed collocation be approved. In the meantime,if you have any questions,please feel free to call or email me. Thank you for your cooperation. Victoria Brennan Site Acquisition Manager on Behalf of AT&T 631-807-7836 Suffolk County Dept. of Labor. Licensing & Consumer Affairs I .OME IMPROL EVENT LICENSE Name I AN.,IM AHMED Business Name is certifies that the arer is duly licensed RELIANCE-TECH INC the County of suffolk License Number: HI-63080 Rosalie Drago Issued: 11/7/2019 Conirr-ssioner Expires .- 05/11 2024 i RECEIVED 1 r FEB'0 8 2023 RAPT ENIGINEERING Southold Town Planning Board STRUCTURAL ANALYSIS REPORT 90'± MONOPOLE TOWER CUTCHOGUE, CONNECTICUT Prepared for Centerline Communications, LLC L, at&t AT&T Site Ref: LI-6425; Cutchogue Site Address: 31755 Main Road, Cutchogue, NY 11935 FA Location Code: 14644747 Pace ID: MRNYC050611 PT Number: 2191 AOHHSL Project: NSB APT Filing No. NY474600 Rev. G August-152 Rev. 1-NevembeF 23, 2022 Rev. 2 January 10, 2023 of NEW , r � 096474 SStON�� APT ENGINEERING 567 VAUXHALL STREET EXTENSION•SUITE 311•WATERFORD,cr 06385 PHONE 860-663-1697 STRUCTURAL ANALYSIS REPORT 90-ft MONOPOLE TOWER CUTCHOGUE, NEW YORK prepared for Centerline Communications, LLC EXECUTIVE SUMMARY: APT Engineering (APT), performed a structural analysis of an existing 90'± monopole tower structure to support a proposed AT&T equipment installation. The proposed AT&T antenna and appurtenance installation consists of six (6) panel antennas and six (6) twin triplexers mounted on two (2) SitePRO1 UWS6 Compact Monopole mounts with two (2) LP-42 large pole adapter kits and six (6) P2.5STD (O.D =2.875") x 8' Lg pipe masts. The equipment shall be fed by twelve (12) coaxial cable feed- lines banded to the exterior of the tower in a single string, as referenced in the following table. Our analysis indicates that the monopole structure meets the requirements of the 2020 Building Code of New York State, and the ANSIMA-222-H standard with the reserved Verizon and proposed AT&T loading. The existing foundation consists of a 8' square x 5'-8" long reinforced concrete pedestal and a 16-1" square x 2'-11" thick reinforced concrete pad. Evaluation of the existing foundation was conducted utilizing foundation mapping information conducted by Structural Components on behalf of APT during June 2022 and a comparison of the calculated base reactions considering the original Verizon Microwave dish loading against the reserved Verizon and proposed AT&T loading in addition to performing a foundation analysis. The structure usage is summarized in the table below: Component/Member Usage Pole Steel Section 37% 2'-12' Anchor Bolts 30% Base Plate 81% INTRODUCTION: A structural analysis of the subject communications tower was performed by APT for Centerline Communications, LLC. The existing tower is located at 31775 Main Road in Cutchogue, New York. The following information was utilized in the preparation of this analysis: • Construction Drawings prepared by APT (Project No. NY474600), marked Rev. 2, dated 01/10/23. • RFDS detailing AT&T's proposed equipment changes, marked Version 2. • Structural Analysis Report prepared by APT (Project No. NY141 LS6_0610), marked Rev. 0, dated 06/09/22. • Antenna Mount Certification Letter prepared by APT (Project No. NY141_LS60610), dated 03/02/21 . APT ENGINEERING 567 VAUXHALL STREET EXTENSION•SUITE 311 •WATERFORD,CT 06385•PHONE 860-663-1697 Centerline Communications, LLC January 10, 2023 --- Rev. 2 90' Monopole, Cutchogue, New York Page 2 AT&T Site: LI-6425: Cutchogue APT Project #NY474600 • Lease Exhibit prepared by APT (Project No. NYLS6 0610), dated 03/02/21 . • Structural Analysis Report prepared by APT (Project No. NY141307), dated 03/27/18. The subject structure is a 90'±, 12-sided tapered steel monopole of unknown manufacturer. The tower originally supported two large (8'-10' dia.) Verizon land-line microwave dishes. The analysis was conducted using the following antenna inventory (proposed equipment changes shown in bold text, future/reserved equipment shown in italics): Carrier Antenna and Appurtenance Make/Model Elevation 2 Status Mount Type Coax/Feed- Line (6)Commscope NHH-65A-R2B antennas, (3)Samsung MT6407-77A antennas w/integrated RRHs, (1)SItePR01 12'Fortressr (3)SamsungXXDWMM-12.5-65-8TCBRS Quad Platform Mount w/ (3)6x12 antennas w/integrated RT4401-48A RRHs, Verizon antennas Walkways(P/N F4P-121M w/ hybrid fiber Wireless (3)Samsung 82IS66A RRH-BRO49 90'+ SitePR01 Handrail Klt for cables (RFVO 1 U-D 1A)RRHs, 12'4-sided Fortress""Platform (3)Samsung B5/8 13 PRH-BR04C (/nterior) (RFVO1 U-D2A)RRHs, (P/N F4P-HRK12)s (3)Raycap RDC-3315-PF-48 OVP Overvolta e Protect Box(0 VP) (2)SitePR01 UWS6-NP (3)Commscope NNHH-65A-R4-V2, Compact Monopole Mounts (12)7/8" AT&T (3)K VVSS-65A-R3 antennas& 75'+ P w/(2)LP-42 (Exterior- (6)Commscope STX61742T-43 large pole adapter kits& single string) Twin triplexers (6)P2.5STD(O.D=2.875")x 8'lg.pipe masts Notes: 1. ETR=Existing to Remain;P=Proposed;R=Reserved. 2. Elevations refer to Above Ground Leve(AGL). 3. Mount elevation is 87'+. STRUCTURAL ANALYSIS: Methodology: This structural analysis has been prepared in accordance with the ANSI/TIA-222-H standard entitled "Structural Standard for Antenna Supporting Structures and Antennas and Small Wind Turbine Support Structures; American Institute of Steel Construction (AISC) Manual of Steel Construction," and the 2020 Building Code of New York State. Antenna, appurtenance and mount assembly loads were evaluated utilizing the ANSI/TIA- 222-H standard. o Load Case 1: 128 mph (3-second gust), 0" ice (Ultimate Design Wind Speed) o Load Case 2: 50mph (3-second gust) w/ 1 .0" ice thickness o Risk Category: II o Exposure Category: C o Topographic Category: 1 APT ENGINEEIUNG 567 VAUXHALL STREET EXTENSION•SUITE 311•WATERFORD,CT 06385• PHONE 860-663-1697 Centerline Communications, LLC January 10, 2023 --- Rev. 2 90' Monopole, Cutchogue, New York Page 3 AT&T Site: LI-6425: Cutchogue APT Project #NY474600 Analysis Results: The analysis was conducted in accordance with the criteria outlined above with the aforementioned existing and proposed loading. The following table summarizes the results of the analysis: Elevation Capacity 72'-92" 6% 52'-72" 13% 32'-52" 18% 12'-32" 24% 2'-1212 37% Anchor B01ts3 30% Base Plate4 81% Notes: 1. Based on ASTM A572 Gr.60. 2. Bottom section based on ASTM A36. 3. Based on ASTM A615 Gr.75.(Assumed Min.) 4. Based on ASTM A572 Gr.50.(Assumed Min.) Base Foundation: The existing foundation consists of a 8' square x 5'-8" long reinforced concrete pedestal and a 16'-l " square x 2'-11" thick reinforced concrete pad. Evaluation of the existing foundation was conducted utilizing foundation mapping information conducted by Structural Components on behalf of APT during June 2022 and a comparison of the calculated base reactions considering the original Verizon Microwave dish loading against the reserved Verizon and proposed AT&T loading in addition to performing a foundation analysis. The calculated base reactions are indicated within the table below: Load Effect Calculated Reactions Result Axial 30 k PASS Base Shear 25 k PASS Overturning Moment 1,373 ft-k PASS CONCLUSIONS: In conclusion, our analysis indicates that the existing 90'± monopole tower structure located at 31775 Main Road in Cutchogue, New York meets the requirements of the 2020 Building Code of New York State and the ANSI/TIA-222-H standard with the reserved Verizon and proposed AT&T equipment loading. Sincerely, Prepared by: APT Engineering APT Engineering / A .,ZtOf NEW), S TRO �P' Michael S. Trodden, P.E. Jason R. Mead Senior Structural Engineer '— °C Department Manager - �� Structural Services FO 096474 A'pOFESSIONP�' APT ENGINEERING 567 VAUXHALL STREET EXTENSION •SUITE 311 •WATERFORD,Cr 06385•PHONE 860-663-1697 Centerline Communications, LLC January 10, 2023 — Rev. 2 90' Monopole, Cutchogue, New York Page 4 AT&T Site: LI-6425: Cutchogue APT Project #NY474600 LIMITATIONS: This report is based on the following: 1. Tower/structure is properly installed and maintained. 2. All members and components are in a non-deteriorated condition. 3. All required members are in place. 4. All bolts are in place and are properly tightened. 5. Tower/structure is in plumb condition. 6. All tower members were properly designed, detailed, fabricated, and installed and have been properly maintained since erection. 7. Material yield stress values as follows: Monopole: A572 Gr. 60 (Upper Sections); ASTM A36 (Lower Section) Base plate: A572 Gr. 60 (Assumed min) Anchor bolts: A615 Gr. 75 (Assumed min) All-Points Technology Corporation, P.C. (APT) is not responsible for any modifications completed prior to or hereafter which APT is not or was not directly involved. Modifications include but are not limited to: 1. Replacing or reinforcing bracing members. 2. Reinforcing members in any manner. 3. Adding or relocating antennas. 4. Installing antenna mounts or waveguide cables. 5. Extending tower. APT hereby states that this document represents the entire report and that it assumes no liability for any factual changes that may occur after the date of this report. All representations, recommendations, and conclusions are based upon the information contained and set forth herein. If you are aware of any information which conflicts with that which is contained herein, or you are aware of any defects arising from original design, material, fabrication, or erection deficiencies, you should disregard this report and immediately contact APT. APT disclaims all liability for any representation, recommendation, or conclusion not expressly stated herein. APT ENGINEEIUNG 567 VAUXHALL STREET EXTENSION•SUITE 311 •WATERFORD,CT 06385- PHONE 860-663-1697 Appendix A Design Criteria E ASCE 7 Hazards Report AMERICAN SOCETY OF CNII FNGINFFRS Address: Standard: ASCE/SEI 7-16 Elevation: 18.16 ft (NAVD 88) 31755 Main Rd Risk Category: 11 Latitude: 41.019207 Cutchogue, New York Soil Class: D -Stiff Soil Longitude: -72.480014 11935 • Oik.R E.I Lb.— ` �elki A •�f • • •�7 f•• maau.A Ba. `• alb • �•�•I��c+6 ••• • • ...VI {Drys m �� �y • w Pa..• ' •�.• aa.' •i • • �bl 8,ay Hugh Sea J,./'bi.aelun,. J • �. - F •", '.♦•�`•�• • Ylahr Mil '•_♦ are --rteTw ' �.� ,� •wf • .. r} � M � , SouUlampton•.:s,uaunurm Wind Results: Wind Speed 128 Vmph 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 99 Vmph 100-year MRI 106 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Mon Apr 25 2022 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI = 700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. https://asce7hazardtool.onIine/ Page 1 of 2 Mon Apr 25 2022 ASCE AMERICAN SOCIETY OF CML ENGINE M Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Mon Apr 25 2022 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. hhtt s://asce7hazardtool.online/ Page 2 of 2 Mon Apr 25 2022 Appendix B Tower Schematic 92.0« DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION SitePR01 Handrail Kit 12'4-sided 90.5 Raycap RDC-3315-PF-08 OVP 90 Fortress(F4P-HRK12)(Verizon) (Verizon) (2)NHH-65A-R2B(Verizon) 90 Raycap RDC-3315-PF-48 OVP 90 (2)NHH-65A-R2B(Verizon) 90 Verizon) N °? o CBRS RRH-RT 4401-48Aw/ 90 Raycap RDC-3315-PF48 OVP 90 XXDWMM-12.5.65-8T antenna (Verizon) (Verizon) (2)NHH-65A-R2B(Verizon) 90 CBRS RRH-RT 4401-48Aw/ 90 SilePR01 12'Fortress Quad Platform 87 XXDWMM-12.5.65-8T antenna Mount w/(Verizon) (Vedzon) UWS6-NP-No Pipes(ATI) 76.5 CBRS RRH-RT 4401-48A W/ 90 NNHH-65A-R4-V2(ATI) 75 XXDWMM-12.585-BT antenna (Verizon) NNHH-65A-R4-V2(ATI) 75 72.0 It MT6407-77A(Verizon) 90 P2.5 Std x 8.0'Pipe Mount(ATI) 75 MT6407.77A(Verizon) 90 P2.5 Std x 8.0'Pipe Mount(ATI) 75 MT6407-77A(Verizon) 90 P2.5 Std x 8.0'Pipe MOurd(ATI) 75 B2B66ARRHBRO49(RFVOIU-D1A) 90 P2.5 Std x8.0'Pipe Mourd(ATI) 75 (Verizon) P2.5 Std x 8.0'Pipe Mount(ATI) 75 B2IB66ARRHBR049(RFV01U-D1A) 90 P2.5 Std x 8.0'Pipe Mount(ATI) 75 (Verizon) NNHH-65A-R4-V2(ATI) 75 B21B66A RRHBR049(RFV01 U-DIA) 90 KWSS-65A-R3(ATI) 75 (Verizon) KWSS-65A-R3(ATI) 75 N c NB5/B13 RRHBR04C(RFV01UD2A) 90 KWSS-65A-R3(ATI) 75 H (Verizon) UWS6-NP-No Pipes(ATI) 73.5 B5/B13 RRHBR04C(RFV01UO2A) 90 STX61742Q-43 Twin Triplexers(ATI) 72 (Verizon) B5B13 RRHBR04C(RFV01UD2A) 90 STX61742Q-03 Twin Triplexers(ATI) 72 (Verizon) STX61742Q-43 Twin Triplexers(ATI) 72 MATERIAL STRENGTH 52.0 ft GRADE Fy Fu I GRADE I Fy Fu A57z80 160 ksl 176 ksl IA36 136 ksi 58 ksi TOWER DESIGN NOTES O 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. N3. Tower designed for a 128 mph basic wind in accordance with the TLA-222-H Standard. 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase N ¢ N in thickness with height. N „ 5. Deflections are based upon a 60 mph wind. N 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:80.9% 32.0 fl N N ALL REACTIONS S ARE FACTORED AXIAL 42 K , jAR:j MOMENT 5 K 292 kip-ft 1210 ft 50 mph WIND-1.0000 in ICE AXIAL 30K SHEAMOMENT 25 K 1373 kip-ft 2.0« REACTIONS-128 mph WIND N J Z f H m (7 All-Points Technology Corporation,P.C. ob:90'Monopole Tower 567 Vauxhall Streeet Ext., Suite 311 Project:LI-6425-Cutchogue2 Waterford, CT 06385 client'AT&T Drawn by:JRM App'd: Phone:(860)663-1697 code: TIA-222-H Date:01/10/23 Smle: NTS FAX: Path: Dwg No. Appendix C Calculations tnxTower Job Page 90' Monopole Tower 1 of 6 All-Points Technology Project Date Corporation, P.C. LI-6425-Cutchogue 2 09:39:57 01/10/23 567 Vauxhall Streeet Ext.,Suite 311 Waterford,CT 06385 Client Designed by Phone:(860)663-1697 AT&T JRM FAX: Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Suffolk County,New York. Tower base elevation above sea level: 18.00 ft. Basic wind speed of 128 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Monopole Base Plate Data Base Plate Data Base plate is square Base plate is grouted Anchor bolt grade A615-75 Anchor bolt size 2.2500 in Number of bolts 8 Embedment length 72.0000 in f� 4 ksi Grout space 4.0000 in Base plate grade A572-50 Base plate thickness 1.7500 in Bolt circle diameter 77.6000 in Outer diameter 76.7500 in Inner diameter 1.0000 in Base plate type Plain Plate tnxTvwer Job Page 90' Monopole Tower 2 of 6 All-Points Technology Project Date Corporation,P.C. LI-6425-Cutchogue 2 09:39:57 01/10/23 567 Vauxhall Streeet Ext.,Suite 311 Waterford,CT 06385 Client Designed by Phone:(860)663-1697 AT&T : J RM FAX Feed Line/Linear Appurtenances Description Sector Exclude Component Placement Total Number StardEnd Width or Perimeter Weight From Type Number Per Row Position Diameter Torque ft in in p!f Calculation 3/8"safety cable A No Surface Af 88.00-7.00 1 1 0.000 0.3750 1.1800 0.22 (CaAa) 0.000 7/8 C No Surface At 70.00-7.00 12 12 0.000 1.1100 0.54 (AT&T) (CaAa) 0.000 1/2 A No Surface Ar 75.00- 12 12 0.000 0.5800 0.25 (AT&T) (CaAa) 70.00 0.000 1/2 B No Surface Ar 75.00- 12 1 0.000 0.5800 0.25 (AT&T) (CaAa) 70.00 0.000 1/2 C No Surface At 75.00- 12 1 0.000 0.5800 0.25 (AT&T) (CaAa) 70.00 0.000 Description Face Allow Exclude Component Placement Total C,tA,i Weight or Shield Front Type Number Leg Torque ft ftz/ft plf Calculation 6x 12 hybrid A No No Inside Pole 88.00-7.00 3 No Ice 0.00 1.88 (Verizon) 1/2"Ice 0.00 1.88 1"Ice 0.00 1.88 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement C,,A,i C,,A,l Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft, ft, K fr fi (2)NHH-65A-R2B A From Face 4.00 0.0000 90.00 No Ice 5.96 3.91 0.04 (Verizon) 0.00 1/2"Ice 6.32 4.27 0.08 0.00 V Ice 6.70 4.63 0.12 (2)NHH-65A-R2B B From Face 4.00 0.0000 90.00 No Ice 5.96 3.91 0.04 (Verizon) 0.00 1/2"Ice 6.32 4.27 0.08 0.00 V Ice 6.70 4.63 0.12 (2)NHH-65A-R2B C From Face 4.00 0.0000 90.00 No Ice 5.96 3.91 0.04 (Verizon) 0.00 1/2"Ice 6.32 4.27 0.08 0.00 V Ice 6.70 4.63 0.12 CBRS RRH-RT 4401-48A w/ A From Face 4.00 0.0000 90.00 No Ice 1.00 0.65 0.02 XXDWMM-12.5-65-8T 0.00 1/2"Ice 1.20 0.87 0.05 antenna 0.00 V Ice 1.40 1.09 0.08 (Verizon) CBRS RRH-RT 4401-48A w/ B From Face 4.00 0.0000 90.00 No Ice 1.00 0.65 0.02 XXDWMM-12.5-65-8T 0.00 1/2"Ice 1.20 0.87 0.05 antenna 0.00 V Ice 1.40 1.09 0.08 (Verizon) CBRS RRH-RT 4401-48A w/ C From Face 4.00 0.0000 90.00 No Ice 1.00 0.65 0.02 XXDWMM-12.5-65-8T 0.00 1/2"Ice 1.20 0.87 0.05 antenna 0.00 V Ice 1.40 1.09 0.08 (Verizon) MT6407-77A A From Face 4.00 0.0000 90.00 No Ice 4.71 1.84 0.09 (Verizon) 0.00 1/2"Ice 5.00 2.07 0.12 0.00 V Ice 5.29 2.30 0.15 MT6407-77A B From Face 4.00 0.0000 90.00 No Ice 4.71 1.84 0.09 (Verizon) 0.00 1/2"Ice 5.00 2.07 0.12 0.00 V Ice 5.29 2.30 0.15 tnJob Page xTOwer 90' Monopole Tower 3 of 6 All-Points Technology Project Date Corporation,P.C. LI-6425 -Cutchogue 2 09:39:57 01/10/23 567 Vauxhall Streeet Ext.,Suite 311 Waterford,CT 06385 Client Designed by Phone:(860)663-1697 AT&T JRM FAX. Description Face Offset Offsets: Azimuth Placement C,1A,1 CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft' ft K ft ft MT6407-77A C From Face 4.00 0.0000 90.00 No Ice 4.71 1.84 0.09 (Verizon) 0.00 1/2"Ice 5.00 2.07 0.12 0.00 V Ice 5.29 2.30 0.15 132/1366A RRHBR049 A From Face 3.00 0.0000 90.00 No Ice 1.88 1.25 0.09 (RFVOIU-DIA) 0.00 1/2"Ice 2.05 1.39 0.10 (Verizon) 0.00 1"Ice 2.22 1.54 0.12 132/1366A RRHBR049 B From Face 3.00 0.0000 90.00 No Ice 1.88 1.25 0.09 (RFVOIU-DIA) 0.00 1/2"Ice 2.05 1.39 0.10 (Verizon) 0.00 1"Ice 2.22 1.54 0.12 132/1366A RRHBR049 C From Face 3.00 0.0000 90.00 No Ice 1.88 1.25 0.09 (RFVOIU-DIA) 0.00 1/2"Ice 2.05 1.39 0.10 (Verizon) 0.00 V Ice 2.22 1.54 0.12 135/1313 RRHBR04C A From Face 3.00 0.0000 90.00 No Ice 1.88 1.01 0.08 (RFVOIUD2A) 0.00 1/2"Ice 2.05 1.14 0.10 (Verizon) 0.00 1"Ice 2.22 1.28 0.12 135/1313 RRHBR04C B From Face 3.00 0.0000 90.00 No Ice 1.88 1.01 0.08 (RFV01UD2A) 0.00 1/2"Ice 2.05 1.14 0.10 (Verizon) 0.00 1"Ice 2.22 1.28 0.12 135/13 13 RRHBR04C C From Face 3.00 0.0000 90.00 No Ice 1.88 1.01 0.08 (RFV01UD2A) 0.00 1/2"Ice 2.05 1.14 0.10 (Verizon) 0.00 1"Ice 2.22 1.28 0.12 Raycap RDC-3315-PF-48 A From Face 3.00 0.0000 90.00 No Ice 2.51 1.64 0.03 OVP 0.00 1/2"Ice 2.71 1.81 0.05 (Verizon) 0.00 1"Ice 2.91 1.98 0.08 Raycap RDC-3315-PF-48 B From Face 3.00 0.0000 90.00 No Ice 2.51 1.64 0.03 OVP 0.00 1/2"Ice 2.71 1.81 0.05 (Verizon) 0.00 1"Ice 2.91 1.98 0.08 Raycap RDC-3315-PF-48 C From Face 3.00 0.0000 90.00 No Ice 2.51 1.64 0.03 OVP 0.00 1/2"Ice 2.71 1.81 0.05 (Verizon) 0.00 1"Ice 2.91 1.98 0.08 SitePROI 12'Fortress Quad C None 0.0000 87.00 No Ice 5.1.77 46.21 2.64 Platform Mount w/ 1/2"Ice 64.27 58.75 3.48 (Verizon) 1"Ice 80.62 75.54 4.64 SitePROI Handrail Kit 12' C None 0.0000 90.50 No Ice 7.57 7.25 0.51 4-sided Fortress 1/2"Ice 10.54 9.86 0.62 (F4P-HRK12) V Ice 13.63 11.76 0.77 (Verizon) NNHH-65A-R4-V2 A From Face 1.00 0.0000 75.00 No Ice 9.82 4.51 0.07 (AT&T) 2.00 1/2"Ice 10.25 4.90 0.13 0.00 1"Ice 10.68 5.27 0.19 NNHH-65A-R4-V2 B From Face 1.00 0.0000 75.00 No Ice 9.82 4.51 0.07 (AT&T) 2.00 1/2"Ice 10.25 4.90 0.13 0.00 V Ice 10.68 5.27 0.19 NNHH-65A-R4-V2 C From Face 1.00 0.0000 75.00 No Ice 9.82 4.51 0.07 (AT&T) 2.00 1/2"Ice 10.25 4.90 0.13 0.00 1"Ice 10.68 5.27 0.19 P2.5 Std x 8.0'Pipe Mount A From Face 1.00 0.0000 75.00 No Ice 2.30 2.30 0.05 (AT&T) 2.00 1/2"Ice 3.13 3.13 0.06 0.00 V Ice 3.62 3.62 0.09 P2.5 Std x 8.0'Pipe Mount A From Face 1.00 0.0000 75.00 No Ice 2.30 2.30 0.05 (AT&T) -2.00 1/2"Ice 3.13 3.13 0.06 0.00 V Ice 3.62 3.62 0.09 P2.5 Std x 8.0'Pipe Mount B From Face 1.00 0.0000 75.00 No Ice 2.30 2.30 0.05 (AT&T) 2.00 1/2"Ice 3.13 3.13 0.06 0.00 V Ice 3.62 3.62 0.09 P2.5 Std x 8.0'Pipe Mount B From Face 1.00 0.0000 75.00 No Ice 2.30 2.30 0.05 (AT&T) -2.00 1/2"Ice 3.13 3.13 0.06 Job tnxTower Jo90' Monopole Tower Page of 6 All-Points Technology Project Date Corporation,P.C. LI-6425 -Cutchogue 2 09:39:57 01/10/23 567 Vauxhall Streeet Ext.,Suite 311 Waterford,CT 06385 Client Designed by Phone:(860)663-1697 AT&T FAX. J RM Description Face Offset Offsets: Azimuth Placement CAA.4 CAA,1 Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft1 ft, K ft rt 0.00 V Ice 3.62 3.62 0.09 P2.5 Std x 8.0'Pipe Mount C From Face 1.00 0.0000 75.00 No Ice 2.30 2.30 0.05 (AT&T) 2.00 1/2"Ice 3.13 3.13 0.06 0.00 1"Ice 3.62 3.62 0.09 P2.5 Std x 8.0'Pipe Mount C From Face 1.00 0.0000 75.00 No Ice 2.30 2.30 0.05 (AT&T) -2.00 1/2"Ice 3.13 3.13 0.06 0.00 V Ice 3.62 3.62 0.09 UWS6-NP-No Pipes C None 0.0000 76.50 No Ice 3.09 3.09 0.29 (AT&T) 1/2"Ice 4.25 4.25 0.33 1"Ice 5.51 5.51 0.40 UWS6-NP-No Pipes C None 0.0000 73.50 No Ice 3.09 3.09 0.29 (AT&T) 1/2"Ice 4.25 4.25 0.33 1"Ice 5.51 5.51 0.40 KVVSS-65A-R3 A From Face 1.00 0.0000 75.00 No Ice 5.01 3.30 0.04 (AT&T) -2.00 1/2"Ice 5.34 3.60 0.07 0.00 V Ice 5.67 3.91 0.11 KVVSS-65A-R3 B From Face 1.00 0.0000 75.00 No Ice 5.01 3.30 0.04 (AT&T) -2.00 1/2"Ice 5.34 3.60 0.07 0.00 V Ice 5.67 3.91 0.11 KVVSS-65A-R3 C From Face 1.00 0.0000 75.00 No Ice 5.01 3.30 0.04 (AT&T) -2.00 1/2"Ice 5.34 3.60 0.07 0.00 V Ice 5.67 3.91 0.11 STX61742Q-43 Twin A From Face 1.00 0.0000 72.00 No Ice 0.35 0.13 0.01 Triplexers 0.00 1/2"Ice 0.43 0.18 0.01 (AT&T) 0.00 V Ice 0.51 0.23 0.02 STX61742Q-43 Twin B From Face 1.00 0.0000 72.00 No Ice 0.35 0.13 0.01 Triplexers 0.00 1/2"Ice 0.43 0.18 0.01 (AT&T) 0.00 V Ice 0.51 0.23 0.02 STX6I742Q-43 Twin C From Face 1.00 0.0000 72.00 No Ice 0.35 0.13 0.01 Triplexers 0.00 1/2"Ice 0.43 0.18 0.01 (AT&T) 0.00 V Ice 0.51 0.23 0.02 Solution Summary Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Ttivist No. Deflection Load ft in Comh. o ° Ll 92-72 1.189 59 0.1051 0.0000 L2 72-52 0.759 59 0.0973 0.0000 L3 52-32 0.396 59 0.0744 0.0000 L4 32-12 0.143 59 0.0456 0.0000 L5 12-2 0.016 59 0.0152 0.0000 tnxl ®wed'` Job Page 90' Monopole Tower 5 of 6 All-Points Technology Project Date Corporation,P.C. LI-6425-Cutchogue 2 09:39:57 01/10/23 567 Vauxhall Streeet Ext.,Suite 311 Waterford,CT 06385 Client Designed by Phone:(860)663-1697 AT&T FAX: J RM Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Tivist Radius of Load Curvature J? Comb. in o oft 90.50 SitePRO1 Handrail Kit 12'4-sided 59 1.156 0.1048 0.0000 269672 Fortress(F4P-HRK12) 90.00 (2)NHH-65A-R2B 59 1.145 0.1047 0.0000 269672 87.00 SitePRO1 12'Fortress Quad 59 1.079 0.1040 0.0000 269672 Platform Mount w/ 76.50 UWS6-NP-No Pipes 59 0.852 0.1002 0.0000 86993 75.00 NNHH-65A-R4-V2 59 0.821 0.0993 0.0000 79400 73.50 UWS6-NP-No Pipes 59 0.790 0.0984 0.0000 73267 72.00 STX61742Q-43 Twin Triplexers 59 0.759 0.0973 0.0000 68381 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Tivist No. Deflection Load At in Comb. o ° Ll 92-72 6.040 18 0.5340 0.0000 L2 72-52 3.854 18 0.4942 0.0000 L3 52-32 2.009 18 0.3780 0.0000 L4 32-12 0.728 18 0.2314 0.0000 L5 12-2 0.081 18 0.0771 0.0000 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Tivist Radius of Load Curvature ft Comb. in o oft 90.50 SitePRO1 Handrail Kit 12'4-sided 18 5.871 0.5324 0.0000 52964 Fortress(F4P-HRK12) 90.00 (2)NHH-65A-R213 18 5.815 0.5319 0.0000 52964 87.00 SitePRO1 12'Fortress Quad 18 5.479 0.5284 0.0000 52964 Platform Mount w/ 76.50 UWS6-NP-No Pipes 18 4.327 0.5089 0.0000 17085 75.00 NNHH-65A-R4-V2 18 4.167 0.5046 0.0000 15594 73.50 UWS6-NP-No Pipes 18 4.009 0.4997 0.0000 14390 72.00 STX61742Q-43 Twin Triplexers 18 3.854 0.4942 0.0000 13432 Base Plate Design Data Plate Number Anchor Bolt Actual Actual Actual Actual Controlling Critical Thickness ofAnchor Size Allowable Allowable Allowable Allowable Condition Ratio Bolts Ratio Ratio Ratio Ratio Bolt Concrete Plate Stiffener Tension Stress Stress Stress K ksi ksi ksi in in 1.7500 8 2.2500 72.82 0.762 36.387 Plate 0.81 243.58 4.080 45.000 0.30 0.19 0.81 Job Page WxTowe� 90' Monopole Tower 6 of 6 All-Points Technology Project Date Corporation,P.C. LI-6425 -Cutchogue 2 09:39:57 01/10/23 567 Vauxhall Streeet Ext.,Suite 311 Waterford,CT 06385 Client Designed by Phone:(860)663-1697 AT&T JRM FAX: Section Capacity Table Section Elevation Component Size Critical P op.11." % Pass No. ft Type Element K K Capacity Fail Ll 92-72 Pole TP38.778x30x0.375 1 -10.02 2504.07 6.1 Pass L2 72-52 Pole TP47.556x38.778x0.375 2 -14.57 3076.44 12.7 Pass L3 52-32 Pole TP56.334x47.556x0.375 3 -19.98 3588.84 18.3 Pass L4 32-12 Pole TP65.112x56.334x0.375 4 -26.27 3724.90 23.8 Pass LS 12-2 Pole TP69.50Ix65.112x0.375 5 -29.67 2704.42 36.9 Pass Summary Pole(L5) 36.9 Pass Base Plate 80.9 Pass RATING= 80.9 Pass Program Version 8.1.1.0-6/3/2021 File:Z:/Shared/CT office/APT Files/APT-474 Centerline Comm/Cutchogue 2-NY474600/Cutchogue 2 NY(1,I6425)- NY474600/Engineering/Resources/Structure/Tower SA/Rev 2/tnxtower/LI-6425_Cutchogue 2_REVH_Bottom Section A36.eri AT&T-LI-6425 Cutchogue 2 Monopole Pad&Pier Analysis ALL-POINTS 31755 Main Road, Prepared by:JRM: Checked by: MST,P.E. TIUINULc1UY COAMFLAr ION Cutchogue,NY 171056 567 Vauxhall Street Ext.,Suite 311 Date:01.10.23—Rev 2 Waterford,CT 06385 APT FILING No.NY474600 PH: 860-663-1697 Mon000le Pad&Pier Foundation Analysis per TIA-222-H Tower Reactions: Overturning Moment 1140ment:_ (Input From tnxTower) Axial Force= Axial:=30.0• (Input From tnxTower) Shear Force= Shear:=25.0 (Input From tnxTower) Footing Data Overall Depth of Footing= D,:=7.3 (User Input) Length of Pier= LP:=5.67 (User Input) Extension of Pier Above Grade= Lpg:=1.33 ft (User Input) Diameter of Pier= dp:=8.00 ft (User Input) Thickness of Footing= Tr:=3.00•ft (User Input) Width of Footing= Wf:=16.08•ft (User Input) Anchor Bolt Data: ASTM A615-75(Assumed) Length of Anchor Bolts= L,b:=72.0 in (User Input) Base Plate Bolt Circle= D6c:=77.60•in (User Input) Bolt Projection Above Pier= /,,:=12.00 in (User Input) Nominal Diameter of Anchor Bolts= D:=2.25 in (User Input) Material Properties: Concrete Compressive Strength= f�:=3000•psi (User Input) Steel Reinforcement Yield Strength= fy:=60000•psi (User Input) Anchor Bolt Yield Strength= f,.:=75000• (User Input) Internal Friction Angle of Soil= 0,:=30•deg' (User Input) Soil Resistance Factor= 18,:=0.75 r (User Input) Ultimate Soil Bearing Capacity= Jiq,,:=6000-p4 (Presumptive Soil Bearing Value) Allowable Soil Bearing Capacity= 1q,:=3000•ps_I (Presumptive Soil Bearing Value) Unit Weight of Soil= y„a:=110•p ■ (User Input) Unit Weight of Concrete= y :=150.ON (User Input) Foundation Buoyancy= ouyancy:=01 (Yes=1 !No=O) (User Input) Depth to Neglect= :=0.0 (User Input) Cohesion of Clay Type Soil= c:=0•ks4 (Use 0 for Sandy Soil) (User Input) Coefficient of Friction Between Concrete= y:=0.45 (User Input) Seismic Design Category Factor= 1�z A (User Input-Enter 1.0 for SDG A&B. 0.5 for SDC C thru E) {f).xmcd Page 3.3-{n) AT&T-LI-6425 Cutchogue 2 Monopole Pad&Pier Analysis All-POINTS 31755 Main Road, Prepared by:JRM: Checked by: MST,P.E. ttCIINOLOUY CORINW,q ION Cutchogue,NY 171056 567 Vauxhall Street Ext.,Suite 311 Waterford,CT 06385 APT FILING No.NY474600 Date:01.10.23—Rev 2 PH: 860-663-1697 Stability of Footing: Adjusted Concrete Unit Weight= y�=150 pcf Adjusted Soil Unit Weight= Ys=110 pcf Weight of Concrete Pier= WTP=42.75 kip Weight of Concrete Pad= WTP,d=116.35 kip Weight of Concrete Foundation= WTD=159.11 kip Weight of Soil Above Footing= WTsT=99.44 kip Weight of Soil Wedge at Back Face= WTs2=27.43 kip Weight of Soil Wedge at back face Corners= WTs3=16.67 kip Total Nominal Resisting Weight= WT„o=288.55 kip Total Overturning Moment= Mo,=1589.8 kip•ft Resisting Design Moment= M,=2736 kip•ft OverTuming Usage:=(Mor 1 OverTuming Usage=0.581 OverTuming Usage:=if(Mt <1.0,"Okay","No Good"1 l Mr 11 OverTuming Usage="Okay' {f}.xmcd Page 3.3-{n} AT&T-LI-6425 Cutchogue 2 Monopole Pad&Pier Analysis �ALL-POINTS 31755 Main Road, Prepared by:JRM: Checked by:MST,P.E. .OINOL(X*,Y(IMMIPAtIOCutchogue, NY 171056 567 Vauxhall Street Ext.,Suite 311 Date:01.10.23-Rev 2 Waterford,CT 06385 APT FILING No.NY474600 PH: 860-663-1697 Shear Capacity in Pier: Shear Resistance of Pier= S,:=Pa„a•AP+N•WTp•0.5=102.43 kip Shear Check:=if(Sp>Shear,"Okay","No Good") Shear Check="Okay" Bearing Pressure Caused by Footing: Area of the Mat= Amat:=W,2 -258.566 ftz 3 Section Modulus of Mat= S:= Wt =692.96 ft' 6 WT:=1.2•WT*,+WTst+Axial=320.37 kip Maximum Pressure in Mat= Pmax:= WT + M-=3.533 ksf Am, S Max Pressure_Check:=if(Pmax<95•q.,"Okay","No Good") Max-Pressure-Check="Okay' Minimum Pressure in Mat= Pmin:=W-- M°t = -1.055 ksf Amat S Min_Pressure_Check:=if((Pmin>0)•(Pmin<9s•q.),"Okay',"No Good" Min-Pressure-Check="No Good" Distance to Resultant of Pressure Xp:= Pmax =4.127 ft Distribution= Pmax-Pmin 3 Wr Distance to Kern= Xk:= W f=2.68 ft Since Resultant Force is Not in Kern,Area to 6 which Pressure is Applied Must be Reduced. Eccentricity= e:= MM.t =4.962 ft Adjusted Soil Pressure= P.:= 2•W1- =4.316 ksf W 3•Wr• f -e 2 qac#:=if(Xk<Xp,Pa,Pmax)=4.316 ksf Pressure Check Usage:= gadi =0.96 Bs•qu Pressure Check:=if(Pressure-Check—Usage<1.00,"Okay","No Good") Pressure Check="Okay" (Q.xmcd Page 3.3-{n} CID OFFICE LOCATION:„ Town Hall Annex MAILING ADDRESS 54375 State Route 25 � � � P.O. Box 1179 (cor. Main Rd.&Youngs Ave.) 'l .�*`�' Southold,NY 11971 Southold,NY Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: February 8, 2023 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. Applicant/Project Tax Map # Amount Check Date/No. Name & Type $4,000 2/3/23— 1801 ATT Colocation at 31775 Main Rd 97-5-11 Centerline Cutch oue Communications JAM malls ,. CENTERLINE COMMUNICATIONS'LLC 1801 756 W CENTER ST STE 301 53447l113" W BRIDGEWATER,MA 02379-1545- T :992 c.. 3 3 DATE ��c+ECK asraurc PAY TO THE V ORDER OF Ur1�1 U t ��!n``� �1 ;w � . � !l L�t7LLARS 11 . 0C ]E)TRUST FO n�OO L,80 1u' 1:D L 13,0 L, 7131.: 799 200 7 2D81I'