The URL can be used to link to this page

Home My WebLink About1000-97.-5-11 e` - - at&t "- - 340 MOUNT KEMBLE AVENUE MORRISTOWN,NEW JERSEY 07960 RECEIVED JUN O 7 2024 APT " ENGINEERING 567 VAU%HALL STREET EXTENSION-SUITE 311 340 MOUNT KEMBLE AVENUE sol,tnola Town WATERFORD.CT 06365 PH:(860"63-1697 Planning Board WWWALLPOINTSTECH.COM FAX'(66%-663 935 MORRISTOWN, NEW JERSEY 07960 CONSTRUCTION DOCUMENTS _ NO DATE REVISION 0 09114/22 FOR REVIEW:JRM 1 11123122 REV.PER COMMENTS:JRM WIRELESS COIVIMUNICATIONS: FACILITY 2 01/10123 REV.PER FAA-tA:JRM 3 0512/1124 NEW EQUIP.DESIGN FOR REVIEW:JRNI " .. 4 0910594 FOR FILING:JRM LI 6425 FA# 14644747 �� °"M.N ET 1,.Y r Q G�� C11ySs 31775 MAIN. ROAD CUTCHOGUE, NY 11935tu .DRAWING N,) INDEX SITE INFORMATION _ T-1 TITLE SHEET AT&T SITE NAME: ^u-s42s° SCOPE OF WORK CUTCHOG Y1 PROJECT LOCATION INSTALLATION OF 6 COMMSCOPE KWSS R3 FiOJ"EC 3'17'75,MAIN ROAD • SP-1 SITE PLAN O 65A :. Harvest ANTENNAS, PER SECTOR(TOWER). P.E. .. ... TOWER/PROPERTY OWN K S I DESIGN PROFESSIONALS OF RECORD PARTIAL SITE LAN$SOUTH ELEVATION COMM SCOPE STX61742T-43 A-1 PA TE PLAN I INSTALLATION TRIPLIXERS(TOWER).6CO ER: VERIZON NEW YORK NOrNt Fork Bzdrock- P.O.BOX 152206. PROF:SCOTT M.CHASSE �_ "- - RVING,TX 75015-2206COMP.APT ENGINEERING "E�9nnm"Rd_. C-1 EQUIPMENT AREA PLAN.$SITE DETAILS INSTALLATION OF(2)NEW SITEPROI UWS6-NP COMPACT ADD: 567 VAUXHALL STREET mtyMD Cutchogue .- _ EXTENSION,SUITE 311 g CLIENT REPRESENTATIVE: CENTERLINE COMMUNICATIONS LLC 0rgznt Czre=:Long_. ° MONOPOLE MOUNTS,(2)LP LARGE POLE ADAPTER KfTS WATERFORD,CT 06365 750 W.CENTER ST.,SUITE 301 &(6)P2.5 STDx8'-0°LG PIPE MASTS(TOWER). _ C-2 ANTENNA PLAN$DETAILS WEST BRIDGEWATER,MA 02379 DEVELOPER:CENTERLINE 'Coster Heppn.e ,. COMMUNICATIONS LLC PlnsroOd--" : Etmeral Ho' `" • INSTALLATION OF(12)NEW 31s COAX CABLES,(4)PER ADDRESS: 5550 MERRICK RD., Perern ai Gardens _ y RF ENGINEER: PHIL LICTENBERGER AT&T SECTOR OWER. SUITE 302 ?a S-1 EQUIPMENT LAYOUT PLAN$DETAILS (531)424-3041 Cr•-... ,� - - ) MASSAPEQUA,NY 1175E M 1 MECHANICAL SITE ACQUISITION CONTACT INSTALLATION OF 15 RRHs)(RRH RACK/GRADE): Pat Cztlars ANICAL PLANS,DETAILS$NOTES ON PROJECT MANAGER (3)NEW ERICSSON('4415 B30 RRHs, NOTE: King K011en® .. - COMMUNICATIONS (3)NEW ERICSSON 4490 B5/612 RRHs, EDU A VIOLATION OF NEW YORK STATE �' '. KATIE JACOBS ITE E 1 P S CENTERLINE CI RRHs, EDUCATION LAW ARTICLE 145,SECTION " LAN,ONE-LINE DIAGRAM 516)765-0083OM - SITE UTILITY M (3)NEW ERICSSON 4890 B25 NEW ERICSSON 4467 D 66 RRHS, 7209(2)FOR ANY PERSON,UNLESS $DETAILS (3)NEW ERICSSON 4494 B14B29 RRHs ACTING UNDER THE DIRECTION OF "day v nayaTds ENGINEER CONTACT: SCOTT M.CHASSE,P.E. O LICENSED PROFESSIONAL ENGINEER OR -\"•,�, �NARP Auto Parts- _ e _ - LAND SURVEYOR TO ALTER AN ITEM IN . A .: .C.1lartiD RutOmOtive...� �"?�.' "' E 2 GROUNDING LA DETAILS$NOTES 7' N,D CTX 92 26TO-DS-43 TWIN DPOLEXE S(RRH RACKIGRADE). AN ENGINEE OR LAND SURVEYOR IS ." (860)552 203MMSCOPE , NDING P � OF AN ENGINEER OR LAND SURVEYORIS :. LATITUDE: 41°01 10.35 ALTERED,THE ALTERING ENGINEER OR LONGITUDE: 72°2846434 0121 Vo LAND SURVEYOR SHALL AFFIXTO THE 43°N(41.019543 N) 7°W(72.48 • INSTALLATION OF(6)NEW COMMSCOPE STX61742T-43. ITEM HIS SEAL AND THE NOTATION " ._ ITE�rBewl� E� GROUNDING DETAILS ELEVATION 1s.o' AMSL TWIN TRIPLIXERS(RRH RACK/GRADE). ALTERED B'r LLOWED BYTHE ...••` .. tF Eraun Sea'OD6 Co® - - SIGNATURE AND THE DATE OF SUCH DISTRICT: 1000 Try ALTERATION,AND A SPECIFIC -. .. .. . . ': N SPECIFICATIONS - -1 NOTES$ TIO S ' INSTALLATION(1)VERTIV NETSURF X701 3 BAY WALK SECTION: 97 UP CABINET(WUC)&(1)RAYCAP DC50 CABINET ON NEW DESCRIPTION OF THE ALTERATION. BLOCK: 5 LOT: 11 CONCRETE PAD. AT&T AT ?y. ZONE: B(GENERAL BUSINESS) SantesChrlSIMSIP •' .••, - INSTALLATION OF(1)NATURAL GAS,POWERED DC LI-6425 Tree Fann11 :, GENERATOR ON NEW CONCRETE PAD w/400A 7 7 DISCONNECT.SW ITCH. S SITE 317 C MAIN ROAD ADDRESS;CUTCHOGUE,NY 11935 COORDINATES&GROUND ELEVATION INDICATED HEREIN APT FILING NUMBER::NY474699 .VICINITY MAP WERE ESTABLISHED FROM A DATE: o9H4n2 DRAwNBY: 'DRA SCALE:1°=500' FAA-1 A SURVEY.CERTIFICATION, CHECKED BY:JRM AS PREPARED BY MARTIN 00 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 P.O.BOX 152206 340 MOUNT KEMBLE AVENUE 750 W.CENTER ST.SUITE 301 ( (. . 962-7962 2020 BUILDING CODE C N/HE YORK STATE SHEET NUMBER: IRVING,TX 75015-2206 . MORRISTOWN,NEW JERSEY 07960 NATIONAL ELECTRIC CODE WEST BRIDGEWATER,MA 02379 � TIA-222-H (781)713-4725 T-1 SITE PLAN NOTES: --------__ _ __ N47°O6'20'E - 205.75 _ '__ 1) PROPERTY OWNER: VERIZON OF NEW YORK - -r atw (bk/a'NEW PORK 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't 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, I , TOWN OF SOUTHOLD,SUFFOLK COUNTY,STATE OF NEW YORK'PREPARED BY \, I BARRET,BONACCI AND VANWEELE,PC OF HAUPPAUGE,NY DATED 0226/09. 4) BASE MAPPING OBTAINED FROM FIELD MEASUREMENTS CONDUCTED BY APT N _ APT ENGINEERING ON 0628/22. I N, 5) NO ADDITIONAL PARKING IS NEEDED,AS THE NEW GROUND FACILITY INSTALLATION , O I Q - .ENGINEERING IS UNMANNED&VISITED APPROXIMATELY ONCE/MONTH FOR ROUTINE , WOODED 7 MAINTENANCE.13 EXISTING PARKING SPACES OCCUPY.THE SITE.ACCORDINGLY, L EXTE THE PATTNEW DEVELOPMENT WILL NOT ADVERSELY CHANGE OR AFFECT TRAFFIC I m m 5b7 VAUXHALL STREET NSION-SUITE 311 WA7ERFORD,CT 06385 PH:(660).663-1697 ERNS; 0 6) SUBJECT BUILDING ON-SITE IS LOCATED WITHIN ZONE X FLOOD ZONE DESIGNATION , co ^^> WNMlALLPOINTSTECH.COM FAX:(860)e63-0935 (FIRM FLOOD INSURANCE RATE MAP#360813 COMMUNITY PANEL 163 of 1026). r CONSTRUCTION DOCUMENTS 7) NEW EQUIPMENT SPACE WILL BE OUTFITTED WITH A 52W EXTERIOR LIGHT(RAS I LIGHTING INC.MODEL#WPLEDFC52NW).(SEE SHEET 5/E-1 FOR DETAILS) Y . I NO DATE REVISION 8) NO STORMWAfER DRAINAGE,WATER SUPPLY,SEWAGE DISPOSAL,REFUSE i 0 09114/22 FOR REVIEW:JRM STORAGE,IS REQUIRED,AS THE NEW INSTALLATION IS FOR AN UNMANNED , FACILITY; , 1 11123/22 REV.PER COMMENTS:JRM 9) NO COMMERCIAL SIGNS OR SECURITY GRILLS/GRATES ARE NEW; , _ - 2 01110/23 REV.PER FAA-lA:JRM 10)ALL NEW UTILITIES FOR NEW EQUIPMENT WILL BE PROVIDED FROM NEARBY EXISTING - - I 1000-97-5-6 _ '3 0528124 NEW EQUIP.DESIGN SERVICES CURRENTLY SERVICING THE SITE; STRUCTURE I , FARM FOR REVIEW:JRM 11)NO DUST,FUMES,ODORS,OR VIBRATIONS WILL OCCUR AS A RESULT OF THE NEW LAND NOW OR FORMERLY OF INSTALLATION. - , I ANTHONY&GAETANA IMBRIANO 4 06105124 FOR FILING:JRM , 5 I T , LEGEND , I CONCRETE CURB cy UTILITY POLE I I - DROP CURB ° BOLLARD rw, WALL —.-z-.— CHAIN LINK FENCE - m ' m •Y EDGE OF PAVEMENT —°-z STOCKADE FENCE mo I v O PA Ncd C r ® OVERHEAD WIRES -z FENCE OTHER � CH 0 STRUCTURE-MANHOLE ' TOP/BOTTOM OF CURB _ I G Lr m STRCTURE-TELEPHONE SPOT ELEVATION 0 STRUUCTURE-DRAINAGE CONCRETE a WATER VALVE ryyyl TREE LINE a WATER METER ■ MONUMENT - T--: '0' FIRE HYDRANT o: HEDGE I , fi Y I "�� DRAINAGE INLET ® TREE I " SIGN (j, HANDICAP PARKING Q PARKING STALL COUNT I I SUBJECT SITE C_Z" 1000-97-5-12 0 PARCEL: 1000-97-6-11 W Jp 478503 !(C� SHOPPING CENTER , � 31775 MAIN ROAD qJ LAND NOW OR FORMERLY OF ( NUF SEROTA CUTCHOGUE LLC I "VERIZON NEW YORK p ficSS101. I P.O.BOX 152206 w IRVING,TX 75015-2206 I rail , 135,036m S.F. I' 3.1 t ACRES oI I DESIGN PROFESSIONALS OF RECORD PROF:SCOTT M.CHASSE P.E. , COMP:APT ENGINEERING v , I ADD: 567 VAUXHALL STREET Z T i I - EXTENSION,SUITE 311 I I , WATERFORD,CT 06385 . DEVELOPER:CENTERLINE COMMUNICATIADDRESS: 5550 MERRICKO LLC RD., SUITE 302 EXIST.PROPERTY 'I I MASSAPEQUA,NY 11758 LINE(fYP.) I (6)NEW AT&T PANEL ANTENNAS(0°,120° 'I IT IS A VIOLATION OF NEW YORK STATE 2401&(6)TWIN TRIPLEXERS W/(2)NEW 'I �65't _____ -—-- EDUCATION LAW ARTICLE 145,SECTION SITEPR01 UWS6-NP COMPACT MONOPOLE 1 -—--—--—-- --—- —� 7209(2)FOR ANY PERSON,UNLESS I ACTING UNDER THE DIRECTION OF A MOUNTS&(2)LP-42 LARGE POLE ADAPTER KITS,MOUNTED TO EXIST 92't AGL P rz I LICENSED PROFESSIONAL ENGINEER OR MONOPOLE W/ANITENNA CL°Q 75'x AGL I - I LAND SURVEYOR,TO ALTER AN ITEM IN 4�- 1 1 I 1000-97-5-10 ANY WAY.ENGINEER REM BEARING THE SEAL PARTIAL SITE PLAN A l 7 I I COMMERCIAL I I ALTEREOOF AN THE ALTERING ENGINEER SURVEYOR OR E NEW AT&T 15'X16'-0'CONCRETE EQUIPMENT I 149Y LAND NOW OR FORMERLY i I LAND SURVEYOR SHALL AFFIX TO THE PAD W/(1)VERTIVTm NETBURETM1I X701 3-BAY I OF 1000-97-5-8 "ALTERE BY"REM HIS SEAL AND THE NOTATION LLOWED BY THE WALK-UP-CABINET(WUC),(15)RRHS, (12) 1 ) I, I BUILDING , MOTT LIVING TRUST I I GAS STATION 5 GNATURE ANDT HE DATE OF SUCH TWIN TRIPLEXERS,(1)RAY CAP DC50 �I 42't CABIN ET,20KW NATURAL GAS POWERED DC at I I i I , i i I ALTERATION,AND A SPECIFIC GENERATOR&400A DISCONNECT SWITCH I If _I I m DESCRIPTION OF THE ALTERATION. - ING ON SERVICE FRAME. I ,' I� I ^s I ' I STRUEXJSCTURE EXISTING DRIVEWAY ACCESS I � I � 54'� � I i AT&T AT a I I LI 6425 EXISTING SHRUBS i I _ -" i I T I T EXISTING I I EX STING SITE 31775MA 110- EXISTING STRUCTURE i STRUCTUREEXISTING TRANSFORMER ' i i I STRUCTURE ADDRESS:CIRCHOGUE,NY 11935 I 1 I I N I I I I APT FILING NUMBER: MY474600 1000-97-5 9 COMMERCIAL ......... ..:...:�Q, I v .. rn 0 CHECKED BY:JRM _ -—- — SHEET TITLE: EXISTING #545) ————— S�9`38'S0'W 0, —- " POLE(NYT#545) 200,00' — - SITE PLAN ---------- _--_ _ MAIN ROAD 1000-103-1-19.12 --------__�_ SHEET NUMBER: FARM -— _ _ LAND NOW OR FORMERLY OF —__--' CROSSROADS VINEYARDS (� � 1000-103-1-19.3 --_--- —_--- ------- SP 1 - ` FARM N LAND NOW OR FORMERLY OF _ / 1. SITE PLAN CROSSROADS VINEYARDS SP�� SCALE:1'=40'-0' (INFEST) 1InN=40% 1 I NOTES: A .. 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN UNDERGROUND UTILITY LOCATING COMPANY TO ��® `!y`,/l LOCATE ALL UNDERGROUND CONDUITS&EQUIPMENT IN THE TRENCHING AREA TO AVOID ANY DAMAGE. .. 2. HAND EXCAVATE WITHIN 5'OF EXIST.UNDERGROUND UTILITIES N•I.F.)MAINTAIN 18'MIN.CLEARANCE. 340 MOUNT KEMBLE AVENUE 3. CONTRACTOR TO COORDINATE TRENCHING OPERATIONS w/OWNER AND/OR MANAGEMENT COMPANY MORRISTOWN,NEW JERSEY 07960 SO AS TO MINIMIZE DISRUPTIONS TO THE EXIST.PROPERTY OPERATIONS. 4. CONTRACTOR TO COORDINATE RF EXPOSURE BARRIER AND SIGNAGE WITH AT&T CONSTRUCTION MANAGER.(WHERE APPLICABLE). APT 5. ALLANTENNASTO BE WRAPPED WITH CONCEALFA133M FILM(AT&TCEO.48135,CONCELFAS P/N ENGINEERING900864-00,FOR CUSTOM COLORS).ALL APPURTENANCES,CABLES&MOUNTING HARDWARE SHALL BE EXIST.VERIZON METER&DISCONNECT I I I PAINTED A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY COMPATIBLE WITH THE COLOR OF THE EXIST.TOWER. 567 VAUXHALL STREET EXTENSION-SUITE 311 .X X WATERFORO,CT06385 PH:(660}663-1697 EXIST.TELCO,CABINET WWWJUJPOINTSTECH.COM FAX:(860)-663-0935 .. - CONSTRUCTION DOCUMENTS NO DATE REVISION EXIST.CONCRETE BOLLARD,(TYP.) ———T_T_T T_, 09114/22 FOR REVIEW:JRM 1 11123122 REV.PER COMMENTS:JRM r APPROX.LOCATION OF EXIST. i 1 r °rx—z— — —z— — 2 01110123 REV.PER FAA-IA:JRM U/G UTILITIES,TYP.(V.I.F.) ii, III z x x z / - - --- '3 05128/24 NEW EQUIP.DESIGN ti I;I FOR REVIEW:JRM EXIST.EDGE OF PAVEMENT,(TYP.) 4 06105124 FOR RUNG:JRM III =i 5 EXIST.8'CHAIN LINK FENCE w/BARBED WIRE&GREEN VINYL PRIVACY SLATS I . EXIST.VERIZON CONCRETE EQUIP.PAD i III ON ANTENNAS @@ 92.4'±AGL VERIZT IXIST.MONOPOLETOWER/_____________i w/SOkW NATURAL GAS GENERATOR& °I EXIST.BUILDING,TYP. `tf✓ ' (2)EQUIP.CABINETS 1 R___� f EXIST VERIZON ANTENNAS _ .,� M. CN {0 _ ___—_—_ Q90'±AGL _—_—_—_—_—_—___ V� �5,. C? SAW CUT EXIST.BIT DRIVE TO ALLOW i III ) l INSTALLATION OF NEW U/G TELCO O I I O W NEW AT&T PANEL ANTENNAS °,120°,2401.& SERVICE FROM EXIST.TELCO MESA SPAN I S I 115 (6)TWIN TRIPLIXERS W/(2)NEW STTEPRO1 UWS6-NP i COMPACT MONOPOLE MOUNTS& )LP�2 LARGE CABINET TO NEW AT&T TELCO DEMARC 3:I I 3 + POLE ADAPTER KITS,MOUNTED TO EXIST 92'±AGL -2 TI (SUBJECT TO LOCAL UTILITY COMPANY MONOPOLE W/ANTENNA CL @ 75't AGL ^ Q RENEW&APPROVAL).MAINTAIN 5' E-1 G1 - I F I °' (-- CLEARANCE FROM EXISTING ON-SITE U/G III I NEW AT&T 15X16'-O'CONCRETE EQUIPMENT PAD T/HIGHEST AT&T ANTENNAS @ 77_5'±AGL________________ DRAINAGE STRUCTURES.REPAIR BIT i 1 ," I W/(1)VEFITIVn^NetSur.-X701 3-BAY f NEW AT&T ANTENNAS @ 75'±AGL - - e ` ) LLl PAVEMENT UPON COMPLETION OF i Y I I � I /O(= 1 WALK-UP-CABINET(VWC),(15)RRHs, (12)TVMN INSTALLATION. i Q I, p _ _—___ _ _ _ _ _ _ _ _ ___ - ' p "I_ __ C-1 TRIPLEXERS,(1)RAY CAP DC50 CABINET,20kW / W III` r 0' NATURALGASPOWERED DC GENERATOR. 400A - — — DISCONNECT SWITCH ON SERVICE FRAME. 'y= a (12)NEW AT&T COAX CABLES BANDEDTO EXTERIOR OF EXIST. ONOPOLE TOWER @ 9 ?��n 0786.. cl I I 1 I 240° 'I.-- N-0.O.C.MAX.(SINGLE STRING) EXIST.921±AGL MONOPOLE I i i( EXIST.92'±AGL MONOPOLE APPROX.LOCATION OF EXIST. NEW AT&T 15'Xl6'-0°CONCRETE EQUIPMENT PAD " ' w/(1)VEFM\M NETSUREf^X701 3-BAY BURIED DRYWELL(V.I.F.) i WALK-UP-CABINET(Wl1C),(15)RRHS,(12)TWIN 1 I TRIPLEXERS,(1)RAY CAP DC50 CABINET,20KW C-t .yi ---"r~ - 'a I NATURAL GAS POWERED DC GENERATOR& EXIST.CURB STOP TO BE REMOVED I I / 400A DISCONNECT SWITCH ON SERVICE FRAME.. DESIGN PROFESSIONALS OF RECORD (6)NEW AT&T PANEL ANTENNAS(0°,120°, ' I e I ( EXIST.METAL FENCE TO BE REPLACED W NEW AT&T 8'CHAIN-LINK FENCE W BARB PROF:SCOTT M.CHASSE P.E. 240°)&(6)TWIN TRIPLEXERS W/(2)NEW r— I I 5 SITEPRCl UWS6-NP COMPACT MONOPOLE l J =I I I .. ( WIRE&GREEN'METAL'PRIVACY SLATS. st COMP:APT ENGINEERING - VINYL SLATS NOT PERMITTED DUE TO ADD: 567 VAUXNALL STREET MOUNTS&(2)LP-42 LARGE POLE ADAPTER pp I ' KITS,MOUNTED TO EXIST 921±AGL I —{ '� - PROXIMITY OF GENERATOR TO FENCE. EXTENSION,SUITE 311 MONOPOLE w/ANTENNA CL @ 75'±AGL i '� I I WATERFORD,CT 06385 ' I I I I � I I �/ NEW GPS UNIT MOUNTED TO 6 NEW AT&T METER&DISCONNECT ME 2 6 I CABLE ICE BRIDGE POST Gt DEVELOPER:CENTERLINE ON NEW URLTTV SUPPIORT FRAME e_t I I I � j COMMUNICATIONS'LLC NEW AT&T CABLE ICE BRIDGE ADDRESS: 5550 MERRICK RD., "I FROM NEW AT&T.EQUIPMENT 4 SUITE 302 i 51 I I ------------� PAD TO EXIST.TOWER o-t MASSAPEQUA,NY 11758 NEW GRAVEL COMPOUND 4 1 e TREATMENT EXIST,VERIZON ICE BRIDGE W/(3) NOTE: HYBRID CABLES VIOLATION OF NEW YORK STATE S-1 i I 31 I 1 3 y 1 I 1 N EDUCATION LAW ARTICLE 145,SECTION I 1 EXIST.TELCO CABINET 7209(2)FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF NEW U/G GAS SERVICE FROM EXISTING I I"I EXIST.VERIZON ELECTRICAL LICENSED PROFESSIONAL ENGINEER OR GAS M _77- AIN TO NEW AT&T DC POWER i I I I METER&DISCONNECT LAND SURVEYOR,TO ALTER AN ITEM IN GENERATOR(fYP):SIZE&FINAL ROUTE 2 © ANY WAY.IF AN ITEM BEARING THE SEAL TO BE COORDINATED WITH LOCAL M-1 i 1 I EXIST.BOLLARD(TYP.j OFAN ENGINEER OR LAND SURVEYOR IS UTILITY PROVIDER&PROPERTY OWNER. I I EXIST.SIDEWALK Q ALTERED,THE ALTERING ENGINEER OR I I I LAND SURVEYOR SHALL AFFIX TO THE REM HIS SEAL AND THE NOTATION EXIST.BUILDING(TYP.) "ALTERED BY"FOLLOWED BYTHE EXIST.U/G TANK EXIST. SAW CUT EXIST.BIT DRIVE TO ALLOW I III - TRANSFORMER SIGNATURE AND THE DATE IC SUCH IN OF NEW UNDERGROUND - - I I I o; GRADE @ DESCRIPTION OF THE ALTERATION. .. UTILITIES MAINTAIN 5'AWAY FROM 2 7 16.O'± .. EXISTING ON-..U!G DRAINAGE E-1 '' C-1 I AMSL STRUCTURES.REPAIR BIT PAVEMENT 1 I 11 I 130 AT&T AT UPON COMPLETION OF INSTALLATION. NEW U/G ELECTRIC SERVICE FROM I. •1 EXISTING TRANSFORMER TO NEW e —°f° LI"6425 1 I I AT&T UTILITY BACKBOARD(SUBJECT l ® I �r—,—r-r —T—T—T—T—T—r I NEW AT&T UNDERGROUND ELEC.& i I TO REVIEW&APPROVAL BY LOCAL E_j SITE 31775 MAIN ROAD "I UTILITY PROVIDER).RESTORE LAWN TELCO SERVICE FROM EXIST. ADDRESS;CUTCHOGUE,NY 11935 TRANSFORMER&MESA SPAN TO 4 I I UPON COMPLETION INSTALLATION. - I NEW U/G GAS SERVICE FROM EXISTING " I I I --- e J NEW TO AREA. e —e—e—e—e—e—e—e—e —e—e—e—e—e—e—e—e—e—e E-t GAS MAIN TO NE F. R.Q E 0BE APT FILING NUMBER: NV474600 ` (SUBJECT TO RENEW&APPROVAL SPACE(TVP).SIZE&FINAL ROUTE TO BE � BY LOCAL UTILITY PROVIDER) COORDINATED WITH LOCAL UTILITY M-t DATE: 09/14122 DRAWN BY: ORA i 1 1 PROVIDER&PROPERTY OWNER. CHECKED BY.JRM I I ® nSOUTH ELEVATION 0 2 0 SHEET TITLE: q.i SCALE:1"=10'-0" (IN FEET)1 Inch= 100. $ PARTIAL SITE PLAN& OH SOUTH ELEVATION OH STRUCTURAL ANALYSIS NOTE: I 1. REFER TO STRUCTURAL ANALYSIS REPORT PREPARED BY APT ENGINEERING,MARKED REV 3,DATED JUNE 05,2024 AVAILABLE SHEET NUMBER: A UNDER SEPARATE COVER. / MAIN ROAD 2. REFER TO MOUNT ANALYSIS REPORT PREPARED BY APT o o ENGINEERING,MARKED REV 4,DATED JUNE 05,2024 AVAILABLE N (!)PARTIAL SITE PLAN ° UNDER SEPARATE COVER. A-1 / SCALE:1"v 10'-0" (INFEST) tineh=l0n 1 t 19-6'±LEASE&COMPOUND EXPANSION 109, 102 ® at&t OUTLNE OF EXIST. I 4 NEW ICE BRIDGE POST BASE, - 16'-1°±x16'-1'±TOWER I! V� '11111" TYP(3PL).(SEE SITE UTILITY FOUNDATION,0=4 BELOW NOTES THIS SHEET). OaO,.Q(gCOND=4'4'BGL) NEW CABLE ICE BRIDGE, 1 Ft TYR 340 MOUNT KEMBLE AVENUE MORRISTOWN,NEW JERSEY 07960 EXIST.92'-0`±AGL MONOPOLE TOWERNEW GPS UNIT MOUNTED TO 6° ICE-BRIDGE POST mOOOOO\ I APT EXIST.CURB STOP&SECTION OF EXIST.FENCE TO BE REMOVED ^ I \\ REMOVE SECTION OF ENGINEERING EXIST.CHAIN LINK FENCE. `\----------- ALIGN NEW PAD W/EXIST.FENCE(W.P.) 60006 567 WAUXHALL STREET E%TENSION-SUffE 311_ : WATERFORD,CT 06385 PH:(860}688-7687 i"\ - --- WWWAUPOINTSTECH.COM FAX(860}663-0935 NEW 61 0 x 4'-O'HIGH �` / I 0 0 0 0 O O O O O O O O CONC.BOLLARDS AT 6 �:`' �b-zr I NEW SWITCHED LED SERVICE LIGHT W/ 5'-0.O.C.MAX,PAINTED MANUAL TIMER MOUNTED ON SUPPORT CONSTRUCTION DOCUMENTS TRAFFIC YELLOW,TYP. f: I I I POST 10'±AGL MAX. NO DATE REVISION t _ NEW RAYCAP DC50 CABINET. FRONT REAR 0 09114122 FOR REVIEW:JRM r', 2B 2 MOUM S7AUT TO REAR SIDE NEW AT&T METER& •z 6 F: L——! Ot E-1 OF POSTS. 53.16° 1 1723122 REV.PER COMMENTS:JRM D DISCONNECT ON NEW ( I - 2 01110Pl3 REV.PERFAA•1A:JRM OUTILITY SUPPORT FRAME. E"t I - 47 3 OSYJ8124 NEW EQUIP.DESIGN 0.ZO t 3 NEW SUPPORT FRAME PIPE •• - FOR REVIEW:JRM In NEW VERTN NetSure X701 Di S,• I s.t BASE,TYP(4PL). 4 06105124 FOR FILING:JRM 40' 9, 5 Z 3-BAY WALK-UP-CABINET 2 2 I dl Q w/PRE-INSTALLED LOAD C•t E-I .• (15)NEW RACK MOUNTED _ CENTER. I 3 8 RRHs&(12)TWIN o _ __-��•"D IPLD(ERS O BB" Ok., OOI ( 5 NEW SWITCHED LED SERVICE ■ c 6 NEW 15'-OX16'-0°(240'±SF) 2 I I E I LIGHT W/MOUNTED ON I CONCRETE EQUIPMENT PAD 5-t I I SUPPORT POST 101±AGL MAX. 1 it ' I OF l.'d 4 NEW GRAVEL COMPOUND 1 .... -Itt1 ..:I N --�G . S-t TREATMENT,TYP. 1D �Q��O"(� Cii�.1s l v�Y=4=•• v-+v�Y�•z x x-Y="• z— 1 �J NEW AT&T 6'DOUBLE 5 I I 1 5 •�- SF, ��\ SWING ACCESS GATE SI ! .I. ti . I Q PLAN VIEW NetSure fop . F� VERTIV X701 WALK-UP-CABINET M/UC) �>�w�: — r��i•; NEW AT&T 20kW NATURAL GAS 4 COLOR:COOL WHITE POWERED OC GENERATOR nt_t 74.0'Hx102.0'Wx53.41'Dr, (4,442 LEIS INCLUDES BATTERIES&EQUIPMENT) RIGHT SIDE MODEL NUMBER:0050-48-60-96-50F EXIST.METAL FENCE TO BE REPLACED w/ - (MOUNTED TO CONCRETE PAD PER MANUFACTURERS 1 4(1 40'Hx52.24'Wx9'D �S' �c— .i �� NEW AT&T B.CHAIN-LINK FENCE w/BARB EXIST.MANHOLE COVERS&VAULT RECOMMENDATIONS) 165 LBS. r� C� 7WIRE&GREEN'METAL'PRIVACY SLATS. 61 1 2 NEW 400A DISCONNECT \ .. VINYL SLATS NOT PERMITTED DUE TO _ 'A, PROXIMITY OF GENERATOR TO FENCE. s-t 61 SERVICE FRAME. 2 YYUC E UIPMENT DETAILS 2a RAYCAP DC50 CABINET -r� EQUIPMENT PLAN 4'-W ° c-, SCALE:N.T.S. (`,-I SCALE:N.T.S. N C SCALE:X"=1'-0 Y°SCALE:I INCH=4'-0 1000, DESIGN PROFESSIONALS OF RECORD PROF:SCOTT M.CHASSE P.E. TACK COAT(PER REM 407.0101 OF N.Y.S.D.O.T.STANDARD COMP:APT ENGINEERING SITE UTILITY NOTES: SPECIFICATIONS)EMULSIFIED ASPHALT PLACED AT RATE OF ADD: 567 VAUXHALL STREET 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN 24' 65�8 O.D. BETWEEN 0.05-0.15 GALLONS PER SQ.YD.USE IF TOP COURSE EXTENSION,SURE 311 UNDERGROUND UTILITY LOCATING COMPANY TO MOUNT POINTS PLACED MORE THAN 6 MONTHS AFTER BINDER COURSE INSTALLED. WATERFORD,CT 06385 LOCATE ALL UNDERGROUND EQUIPMENT IN THE CROWN TOP OF SURFACE TO BE CLEAN&DRY&INSPECTED BY ENGINEER OF TRENCHING AREA TO AVOID ANY DAMAGE. 24'WIDE GRIP SPAN GPS ANTENNA CONCRETE FILL. NEAT CUT EXIST.PAVEMENT RECORD PRIOR TO PLACING TOP COURSE OR TACK COAT. DEVELOPER:CENTERUNE BRIDGE CHANNEL I &PAINT W/LIQUID BITUMEN tYz BITUMINOUS CONCRETE SURFACE COURSE(PER COMMUNICATIONS LLC 2. HAND EXCAVATE WITHIN 5'OF EXIST.UNDERGROUND GPS MOUNTING PIPE PRIOR TO PAVING 4fSECTION 402 N.Y.S.D.O.T.STANDARD SPECIFICATIONS) ADDRESS: SUITE MERRICK RD., UTILITIES(V.I.F.)MAINTAIN 13'MIN.CLEARANCE. 3XY BITUMINOUS CONCRETE DENSE BINDER COURSE SURE 302 STTEPR01 PA 1 ROVED CABLE COAX CABLE SUPPORT 3 w 6'0 SCHEDULE 40 CARBON (PER SECTION 402 N.Y.S.O.O.T.STANDARD SPECIFICATIONS) MASSAPEQUA,NY 11758 BRIDGE KIT OR APPROVED EQUAL O 4 STEEL PIPE FILLED WITH ') D -, O I CONCRETE&PAINTED SS TONE BLEND OR T RCA 3. CONTRACTOR TO COORDINATE TRENCHING � OPERATIONS W/OWNER AND/OR MANAGEMENT I t o COMPANY SO AS TO MINIMIZE DISRUPTIONS TO THE g'6OVER'TREADED ROD W/NUTS& COAX CABLE Q S TRAFFIC YELLOW (RECYCLED CONCRETE AGGREGATE) OVERSIZED WASHERS(TYP.OF 2) GROUNDING KIT m EXIST.PAVEMENT SURFACE NOTE: EXIST.PROPERTY OPERATIONS. a O 1°CROWN IT IS A VIOLATION OF NEWYORK STATE COAX CABLE ANGLE SUPPORT BRACKET @ 3'-0° a FINISHED GRADE TO MATCH EDUCATION LAW ARTICLE 145,SECTION - O.C.MAX OR APPROVED EQUAL #2 TINNED GROUND EXIST UNLESS NOTED 7209(2)FOR ANY PERSON,UNLESS 11' WIRE(TYP.) OTHERWISE(SEE 2/0-2). ACTING UNDER THE DIRECTION OF A CALDWELL TO PIPE(TYP.) LICENLAND SED PROFESSIONAL ENGINEER OR o AT&T o 3yz 0 x 13'-4 LG. PIPE MOUNT KIT, 1-12"0 SCH.40 V PAINT PORTIONS OF PIPE TO . . t ANY WAYR IF AN REM BEARING THE SEAL GALV.STEEL SUPPORT GALVANIZED PIPE ro BE EMBEDDED IN !•; TYP(2PL) `J, OF AN ENGINEER OR LAND SURVEYOR IS ® NOTICE® PIPE,TYP. Z Z CONCRETE WITH CUT-BACK ',• V-61 MIN. ALTERED,THE ALTERING ENGINEER OR ICE 2 ASPHALTIC PAINT(rYPJ �f�//1 BF cbnvmed Arm 6evorrd IN,Point z I \ LAND SURVEYOR SHALL AFFIX TO THE BRIDGE POST o i0 14°0 SONOTUBE FORMED 01 8'COMPACTED SUBBASE(PER SECTION 304 ITEM HIS SEAL AND THE NOTATION m> r" Q I CONCRETE BASE. N.Y.S.D.O.T.STANDARD SPECIFICATION).REMOVE "ALTERED BY'FOLLOWED BY THE 5, GROUND LEAD TO ro #2 TINNED m m I I ALL UNSUITABLE MATERIAL&REPLACE WITH GROUND RING(TYP.) 3500 PSI MIN.CONCRETE SIGNATURE AND THE DATE OF SUCH GROUND WIRE ENCASEMENT. SUITABLE,COMPACTED MATERIAL.ALL AS DIRECTED ALTERARON,AND A SPECIFIC ~• m,m.°"0..�'• BY THE ENGINEER.COMPACTION UTILIZING OPTIMUM DESCRIPTION OF THE ALTERATION. 12'0 CONCRETE SONOTUBE Z TRENCH WIDTH MOISTURE CONTENT TO AT LEAST 85%STANDARD UNDISTURBED EARTH. �.,�,•,,, FOOTING(4000PSI MIN) NOTE:IN PAVED AREAS PROCTFA DENSITY.SUBMIT TEST RESULTS FROM —•�-+— •••�.u+.o o� HOLD TOP OF FOOTING ASTM D698(MOISTURE)&ASTM D2992(DENSITY PER NEW GROUNDING SYSTEM 14.Dbk AT&T AT &BELOW FIN.GRADE NUCLEAR METHODS)FOR REVIEW. LI-6425 (WHITE METAL SIGN W/BLACK LETTERING) BITUMINOUS PAVEMENT RF NOTICE SIGN o GRADE SITE 31776 MAIN ROAD 5 GPS MOUNT 6 BOLLARD DETAIL 7 REPAIR DETAIL OVER TRENCH ADDRESS'CUTCHOGUE,NY 11935 12 \ \// //�/ / \ �\• G.� SCALE:N.T.S. C-1 SCALE:Yy m 1'-0" C-'I SCALE:N.T.S. APT FILING NUMBER: NY474600 v DATE: 09/14122 DRAWN BY: ORA AT&T SITE ID LI-6524 SHEET TITLE: SITE NAME CUTCHOGUE 2 / / EQUIPMENT AREA FOR EMERGENCY ACCESS,OR .: PLAN&SITE WHEN WORKING ON THIS SITE DETAILS o CALL:1-800-832-6662 0v SHEET NUMBER: (WHITE METAL SIGN W/BLUE LETTERING) 1r-0 EMERGENCY SIGN nTYPICAL SIGNAGE 4 CABLE BRIDGE DETAIL C-1 C.� SCALE:N.T.S. C.1 SCALE:N.T.S. ANTENNA SPECIFICATIONS ANTENNA MODELS,DOWNTILTS& �� NEW P2.5 STD(2.875.O.D.)x8'-(r AZIMUTHS PER RIDS GATED 05/0124 ®. LG.PIPE MASTS,TYP.(2)PER M- E- ANTENNA ANTENNA 4. REMOTE RADIOANA CABLE CABLE SECTOR,TOTAL OF(6). SECTOR MODEL QTV TECHNOLOGY AZIMUTH SQUIDS EXIST.921-01�AGL _ (2'MIN.) D MILT D-TILT STATUS ELEV.(FT) CONFIGURATION STATUS LENGTH MONOPOLE TOWER y _ _ 340 MOUNT KEMBLE AVENUE 240° Al:COMMSCOPE KVVSS-65A-R3 1 O° _ LTE 700850; NEW 75, 4T4R B5B12;4T4R2T B14B29; - MORRISTOWN,NEW JERSEY 07960 \ TYp, ALPHA AWS/POSNVCS; 0° 4T8R B25B66;;4T4R B30;4T4R �, O(= a2 A2:COMMSCOPEKWS3-65A-R3 1 0° NEW 75' CBANG - B77DB77G - M s 0% rO B1:COMMSCOPE KVVSS-65A-R3 1 0• _ LTE 700850; NEW 75' 4T4R 135B12:4T4R/2T B14B29; 1 APT NEW AT&TANTENNA ry BETA AWS/PCS/WCS; 120" 4T8R B25B66;;4T4R B30;4T4R (12)7a COAX 120'± - MOUNTED TO NEW 3,7 B2:COMMSCOPE KVVSS-65A-R3 1 0° - NEW 75' CABLES c BAND B77DB77G ENGINEERING ANTENNA MOUNT,TYP.(2) G2 PER SECTOR,TOTAL OF(6) LTE 700/850; 4T4R 135812;4T4R/2T B14B29; Gt:COMMSCOPEKWSS-BSA-R3 1 O° - NEW 75' GAMMA AWS/PCS/WCs; 240° 4TSR B25B66;;4T4R B30;4T4R 567 VAUXHALL STREET EXTENSION-SIITE 311 G2:COMMSCOPE KVVSS-65A-R3 1 O° - CBAND NEW 75 B77DB77G WATERFORD.CT06365 PH:(8W)663A697 (2)NEW SITEPROI UWS6-NP WWWALLPOINTSTECH.COM FAX:(66D)E63-0935 COMPACT MONOPOLE GPS (1)NEW WA (1)X, 20'x MOUNTS&(2)LP-42 LARGE a & 2• CONSTRUCTION DOCUMENTS POLE ADAPTER KITS c. dil NO DATE IREVISION COMMSCOPE KVVSS-65A-R3 0 09174122 FOR REVIEW:JRM 3-7' (2)NEW SITEPRDI UWS6-NP TOP 35.5 USE _ 1 11123122 REV.PER COMMENTS:JRM tP PACT MONOPOLE MOUNTS&(2) 2 01H023 REV.PER FAA-7A:JRM NEW q LARGE POLE ADAPTER KITS 3.62 SF MOUA TTWINPE,MOUNT O 3 05128/24 NEWEQUIP.DESIGN' MOUNTED TO PIPE MOUNT 6 N= I 11,85" FOR REVIEW:JRM BELOW ANTENNA,L OF(2) Gp 120° 1L hT/N-EW AT&T ANTENNAS 4 06105124 FOR FILING:JRM PER SECTOR,TOTAL OF(6) Y @ 77 6t AG� _ 5 / Tj�/NEW AT&T@ 7ANTEN GS_ _ FRONT SIDE 'I ANTENNA PLAN Y - pF NE',,I ' C-2 SCALE:%"=1'-0" E NEW A_T&T ANTENNAS .�'� �'�, (,Hry 1'Q @ 75.0'±AGL NEW AW�NNA MOUNTED m c6FRONT SIDE PLAN FRONT SIDE PLAN TO NEW ANTENNA MOUNT,TYP. FRONT SIDE PLAN (2)PER SECTOR,TOTAL OF(5) 42�" NEW AT&TTWIN TRIPLEXER MOUMED TOII iD,l PIPE MOUNT BELOWANTENNA,TYP.(2) - Li ❑ 1# 15.1' m m 14.8• -1❑ eio PER SECTOR,TOTAL OF(e) G2`- ❑' TV NEW &TTRIPLEJ(ERS 11.9' 7.1� 71.U' AGL P2.5 STD(2.875 EXIST.92'-0'±AGL MONOPOLE TOWER PE MASTS,TYP.(2)PER(O.D.=31.5's.(V.I.F.) OR,TOTAL OF(8) ERICSSON RADIO 44944T4R2T ERICSSON RADIO 44674T4R PANEL ANTENNAS 1374B29 4x4OW/2x4OW 877DB77G 4x40W ERICSSON RRADIO HEAD(RRH) �Fl sslo REMOTE RADIO HEAD(RRH) REMOTE RADIO HEAD(RRH) WxDxH=13.4X5.9X16.5'(47.4 Lbs) r2ANTENNA MOUNTING DETAIL ANTENNA DETAIL HxWxD=17.SX15.1k5.6°(57.3 Lbs) HxWxD=18.8k14.8k6.1'(51.8 Lbs) C-2 SCALE:%-=1'-0 FRONT SIDE PLAN FRONT SIDE PLAN 7`1 O - 1-5/BX3-1/41 HORIZONTAL UNISTRUT,PART#P1001T DESIGN PROFESSIONALS OF RECORD iF] N 15.6' N N 15.7• ATTACHED TO VERTICAL STEEL. PROF:SCOTT M.CHASSE P.E. CUT TO REQUIRED LENGTH,TYP. - COMP:APT ENGINEERING VERTICAL PIPE 3/8'DIA FLAT WASHER(TYP) ADD: 567 VAUXHALL STREET CHANNEL NUT WITH SPRING, EXTENSION,SURE 311 UNISTRUT PART#P1008 3/8'DIA NUT(TYP) _ WATERFORD,CT 06385 \ ERICSSON RADIO 44904T4R ERICSSON RADIO 48904T8R 3/8'DIA U-BOLT 1-SBX3-1/4'HORIZONTAL DEVELOPER:CENTERLINE _ B5B12A 4x6OW B25B66 4X6OW (IYP)U-BOLTS TO UNISTRUT,PART#P1001T 3/8'DIA FLAT WASHER(I`/P) REMOTE RADIO HEAD(RRH) REMOTE RADIO HEAD(RRH) BE SIZED ATTACHED TO VERTICAL r� j COMMUNICATIONS LLC ACCORDING TO PIPE r \ 3/8°GIA BOLT(TYP) ADDRESS: 5550 MERRICK RD., HxWXD=20.6'xl5.6-x7.O'(65.O Lbs) HXWXD=20.6'x1,5.7X7.0•(67.2 Lbs) PIPES OUT TO REQUIRED SIZE. LENGTH(TYP FOR 2) i SUITE 302 r \ 1-58°VERTICAL UNI8TRUT, MASSAPEQUA,NY 11758 T TO RRH EQUIPMENT \ REQUIRPART ED LENGTH �r r REQUIRED LENGTH(TYP) ' � NOTE: C-2 SCALE:Y,"=1'-0" RAYCAP DC50, 2B RRH 4 IT IS A VIOLATION OF NEW YORK STATE TYP(1 Po G1 r (B77DB77G), F2tTA TRIPLD(ER,TYP(12PL) EDUCATION LAW ARTICLE 145,SECTION TYP(3PL) MOUNTED BACK TO BACK 7209(2)FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN .s °-' �• I I .. I rOFY WAY.IF AN ENGINEER OR LAND SURVEYO ITEM BEARING THE R ISALTERED,THE ALTERING ENGINEER'OR ARATION AS REQUIRED LAND SURVEYOR SHALL AFFIX TO THE UPPORT REMOTEREM HIS SEAL AND THE NOTATION IO HEAD UNITS(RRH.) ALTEREDBr FOLLOWED BY THE FRONT SIDE PLAN ' ' ' ER MANUFACTURER'S❑ ❑ v - CIFICATIONS,TYP. SIGNATURE ANO THE DATE A SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. RRH(B14B29),k , C-2 TYP(3PL) EXIST.POLE_AGLAT&T AT MONOPOLE TOWERP3.0 STD(OO =3.500°)x10'LG. LI 642$ COMMSCOPE CTX192126T-DS-43GALV.SUPPORT PIPE,TVP. SITE 31776 MAIN ROAD TWIN TRIPLEXER(OR EQUAL) - OMIT CAPS AT BOTTOM OF (T71 TWELVE(12)T/COAXIAL CABLES ADDRESS:CUTCHOGUE,NY11935 WxDxH=6.9k4.1X5.8'(9.3x Ibs) STRUT,TY9. w/SNAP-IN HANGERS SUPPORTED - ON SNAP-IN STAND-OFF APT FILING NUMBER: NY474600 /\ RRH(B5B12A), 4 3 NEW SUPPORT FRAME PIPE DATE: 0911422 DRAWN BY: DRA 5 TRIPLEXER DETAIL Z ADAPTERS4562). ECURE(COMMSCOPE PIN/ ANGERST / \ _ I TYP(3PL) pZ I Tv � I g_t BASE,TIP. 2945fi2).SECURE HANGERS TO itm SCALE:1"=1'-0" .6 NEW CONCRETE MONOPOLE TOWER w/TYPE 316 CHECKED BY:JRM C-2 i EQUIP.PAD,TYP. Lr' SS BANDING;3/'WIDE x0.03" =T ,- 1V THICK(BAND-R PIN 040699)AND SHEET TITLE: RRH(B30),TYP 4 ,`�__/ d HEAVY 13UTY TYPE 318 SS 4 / EAR-LOKT BUCKLES(BAND-IT P/N FRONT SIDE PLAN i � (3PL) G2 FRONT1 VIEW G2 RRH(B25B66),TYP(3PL) 045699)@ N-O'O.C.(MAX.)(TYP.) ANTENNA PLAN& -- SEE PLAN 18-1 DETAILS FOR SPACING,TYP. - NOTE: -+� 0 NOTES: CABLES,SHALL BE FLUSH MOUNTED TO MONOPOLE TOWER IN A 1. ALL EXPOSED UNISTRUT ENDS TO BE CAPPED WITH UNISTRUT CAP(MODEL#P2860-10). SINGLE ROW AND MUST NOT BE STACKED UNDER ANY 9° I 2.2° � ,� 2. ONLY 3-1/4'(HORIZONTAL)&1_5/8-(VERTICAL)UNISTRUT TO BE USED FOR RACK CONSTRUCTION. CIRCUMSTANCES.CABLES&MOUNTING HARDWARE SHALL BE SHEET NUMBER: 3. EXTEND UNISTRUT AS NEEDED BASED ON LENGTH OF ANTENNA SECTOR.DO NOT CANTILEVER UNISTRUT FOR PAINTED A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY COMMSCOPE STX617 MORE THAN 24'BEYOND CANOPY POST. COMPATIBLE WITH THE COLOR OF THE EXIST.TOWER TWIN TRIPLEXER(OR EQUAL) 4. FOR SPANS GREATER THAN 510°USE UNISTRUT PART#P1001. HxWxD=4.6X9.0-2.2'(13.9x IDS) s TRIPLEXER DETAIL ANTENNA CABLING DIAGRAM r81RRH EQUIPMENT SUPPORT FRAME s CABLE SUPPORT DETAIL �+'2 C-2 SCALE:1"=1'.0" C.2 SCALE:N.T.S. C-2 SCALE:yy"=1'-0" C-2 SCALE:1Yi"=1'-0" x. GENERATOR MECHANICAL NOTES: �` ALL EQUIPMENT,MATERIALS&INSTALLATION SHALL COMPLY 1. THE MECHANICAL SUBCONTRACTOR SHALL COORDINATE ALL WORK TO BE PERFORMED at&t ------------------� - --T a WITH NFPA 37,NFPA 54&NFPA 58 WHERE APPLICABLE. WITH THE GENERAL AND ELECTRICAL CONTRACTORS.ANY WORK DONE BY THIS CONTRACTOR WHICH INTERFERES WITH WORK BY OTHERS AND WHICH WAS NOT FIRST 340 MOUNT KEMBLE AVENUE COORDINATED SHALL BE REMOVED AND RELOCATED AT CONTRACTOR'S EXPENSE. BURIAL DEPTHS PER NATIONAL GRID: - MORRISTOWN,NEW JERSEY 07960 ,�'`z � I 36'FOR GAS MAINS 2: THIS CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND Di I: \ I 24'FOR GAS SERVICES ON PUBLIC PROPERTY THE PLACEMENT OF ALL EQUIPMENT PRIOR TO THE START OF HIS WORK.NO EXTRAS .i �� ) • 16•FOR GAS SERVICES ON PRIVATE PROPERTY WILL BE ALLOWED DUE TO EQUIPMENT LOCATION CHANGE FROM THAT ON THE / DRAWING. ' RESTORE IXIST.SURFACING AT 3. IT IS THE INTENT THAT THE WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT APT NEW AT&T METER& AREAS DISTURBED BY ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE ENGINEERING 2 I NEW AT&T 15M 6'-O'CONCRETE DRAWINGS,BUT NECESSARY TO FULLY COMPLETE THE WORK,SHALL BE PROVIDED. DISCONNECT ON NEW 1 EQUIPMENT PAD W/(1)VEPMV TRENCHING,TO MATCH EXIST. MULTIMETER CENTER E-1 I 567 VAUXHALL STREET EXTENSION-SUITE 311 Q� I NetSure X701 WALK- -CABINET - _ _ _ 4.'THE LOCATION OF SOME ITEMS'SHOWN ON THE DRAWINGS MAY BE APPROXIMATE AND WATERFORD.CT 06385 PH:(869)663-1697 (3-BAY WUC),(15)RRHs, (12)TWIN = I//_1j THE OWNER SHALL HAVE THE RIGHT TO MAKE MINOR REVISIONS BEFORE THE WORK IS W WdALLPOINTSTECH.COM FAX(860)663a935 NEW U/G GAS SERVICE FROM EXISTING I TRIPLEXERS,(1)RAY CAP DC50 ) � �j II� F r III INSTALLED WITHOUT ADDITIONAL COST. GAS MAIN TO NEW AT&T DC POWER 1 CABINET,20kW NATURAL GAS /�� _ \�� I�\Q \�\� CONSTRUCTION DOCUMENTS GENERATOR(TYP).SIZE&FINAL ROUTE 2 f ' ' I POWERED DC GENERATOR&400A UNDISTURBED/ �\�\ T 5. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY VALVES,AND ALL DISCONNECT SWITCH ON SERVICE O CONTROL DEVICES REQUIRED FOR PROPER COMPLETION OF UTILITY PIPING. NO DATE REVISION TO BE COORDINATED WITH LOCAL M'1 O i COMPACTED EARTH UTILITY PROVIDER&PROPERTY OWNER. ,V FRAME. - L w 0 09114122 FOR REVIEW:JRM 6'WIDE METAL CORE U/G y 6. ALL WORK SHALL BE IN ACCORDANCE WITH 2O20 MECHANICAL CODE OF NEW YORK 1 11123122 REV.PER COMMENTS:JRM WARNING TAPE W/'CAUTION STATE(NYS),2020 PLUMBING CODE OF NEW YORK STATE(NYS),2020 BUILDING CODE OF 2 01I10/23 REV.PER FAA-tA:JRM BURIED UTILITY LINES' —_ _- -- NEW PORK STATE(NYS)AND NFPA 54,2020 FUEL GAS CODE OF NEW YORK STATE& NFPA58,LIQUEFIED PETROLEUM GAS CODE(WHERE APPLICABLE). 3 05128124 NEW EQUIP.DESIGN I FOR REVIEW:JRM COMPACTED SAND 7. INCLUDE ALL UTILITY COSTS INCLUDING GAS SERVICE TO METER)AND SUBMR FOR NEW 4 06105124 FOR FILING:JRM • PE GAS LINE.REFER TO RISER .6.• 6. GAS SERVICE THROUGH NATIONAL GRID.GAS DEMAND IS 352 CFH AT 11 TO 14 INCHES 5 .x— -+k-z—x xk=x—z�x�+x�Y=•x�x x—•¢' DIAGRAM 3/M-1 FOR SIZE W=0' NEW AT&T 20kW NATURAL GAS 3-6 O 8. ALL BELOW GROUND GAS PIPING SHALL BE POLYETHYLENE(PE)PLASTIC PIPE OR TUBING POWERED DC-GENERATOR. M-7 PE 2406(MEDIUM DENSITY YELLOW)OR PE 3408(HIGH DENSITY BLACK)CONFORMING TO TYPICAL DETAIL ASTM D2513.SPECIFICATIONS FOR THERMOPLASTIC GAS PRESSURE PIPE SYSTEMS SHALL BE USED. NEW AT&T 400A DISCONNECT SWITCH 1 2 nGAS TRENCH ! OF NFi,r.- ON SERVICE FRAME g1 E_1 M-'I• SCALE:N.T.S. 9. PE PLASTIC PIPING MAY NOT BE USED FOR GAS PIPING INSIDE OR BENEATH BUILDINGS, 41 OR FOR VENTING GAS PRESSURE REGULATORS, t=- •f� M• Cy O _ 10.THE FOLLOWING SPECIFICATIONS SHALL BE USED FOR PE FITTINGS(WHERE �O �ss APPLICABLE): - ASTM D2683 SPECIFICATION FOR SOCKET TYPE POLYETHYLENE FITTINGS FOR k POLAR POWER INC. OUTSIDE DIAMETER CONTROLLED PE PIPE AND TUBING. o e l0 20leW NATURAL GAS DC POWER GENERATOR1( nPARTIAL COMPOUND PLAN BUILD NUMBER:V02OG360TE004-ALUMINUMENCLOSURE FrMNG AsTm 32615OLYETHYLN (PE)PITTFUSIONPOLYETHYLENE(PgPLASTIC - FITTINGS FOR POLYETHYLENE(PE)PIPE AND TUBING. M — I -1 SCALE:1"-10'-O" ONFEET)linch= tOR ENGINE MODEL:FORD MSG 425 . DRY WEIGHT=10241be 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. ip9�86Q3 A�v NOTICE:NO WORKS , , o�.0oax w 12.ALL GAS PIPING OTHER THAN THAT NOTED ABOVE SHALL BE SCHEDULE 40 BLACK IRON FessloN ( RE)WILL BE PERMITTED UNTIL ADEQUACY OF SERVICE IS DETERMINED BY GAS UTILJIY fo4 EX10aroN. PIPE,WITH THREADED FITTINGS. EXn3arou nwsr66saf PROVIDER CONTRACTOR TO COORDINATE DETERMINATION surromufc. 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 ; .� �. ! 14.FOR OTHER THAN BLACK IRON PIPE,LABEL ALL EXPOSED PIPING PER CODE AND UTILITY HOi NR p31A1a1 IFWRSOEsI DESIGN PROFESSIONALS OF RECORD _ INTO ENCLOSURE WITH MANUFACTURER. 5 1&NATURAL GAS TO COMPANY REQUIREMENTS. M_1 GENERATOR V PROF:SCOTT M. P.E. PRESSURE REGULATOR � . �' 15.ALL VALVES USED IN METALLIC PIPING SYSTEMS MUST HAVE PRESSURE CONTAINING COMP:APT ENGINEERING (BY SERVICE PROVIDER) - UARDEWD PARTS OF STEEL,DUCTILE(NODULAR)IRON,MALLEABLE IRON OR BRASS. ADD: 567 VAUXHALL STREET SERVICE VALVES - °^ EXTENSION,SURE 311 - M (TYP 2PL) ';, I� ® Val srnlaf 16.ALL MATERIALS USED,INCLUDING VALVE SEAT DISCS,PACKING,SEALS AND CONNECTION TO EXISTING GAS i - - ! WATERFORD,CT 06385 i t ¢ewv 000¢' DIAPHRAGMS MUST BE RESISTANT TO THE ACTION OF LP GAS UNDER SERVICE 4gxN.VlE 000¢ SFRVKEACCESSi SERVICE BY LOCAL UTILITY PROVIDER (.. 3 GUA¢0ED CONOTTIONS.MANY VALVES ARE LISTED BY INDEPENDENT TESTING LABORATORIES FOR DEVELOPER:CENTERLINE j I. iwao=i6� 1i USE IN LP GAS SERVICE.THESE CAN BE USED AS RECOMMENDED BY THE COMMUNICATIONS LLC a.4—wRi I - �� MANUFACTURER.OTHER VALVES CAN BE USED,BUT MUST COMPLY WITH THE ADDRESS: 5550 MERRICK RD., EXISTING GAS SERVICE c.4 I Xcfwviuu,00 zswvn¢u 0oo¢! I REQUIREMENTS OF NFPA 58 AND SHOULD BE RECOMMENDED BY THE MANUFACTURER SUITE 307 "-'--- coarzawuf¢ FOR LP GAS SERVICE TO BE SURE THAT ALL THE COMPONENT PARTS OF THE VALVE ARE MASSAPEQUA,NY 11758 FROM STREET I FIXED RFAR POOR APPROVED FOR LP GAS SERVICE. COORDINATE WITH NATIONAL GRID TO Xv.er HAVE GAS METER INSTALLED.LABEL AT&T 31m 17.VALVES USED WITH POLYETHYLENE PIPE AND TUBING MUST MEET THE REQUIREMENTS NOTE: OF ASTM 02513 AND BE SO MARKED. IT IS A VIOLATION OF NEW YORK STATE coowlc Ace n 4M.fRo,n DOO4 EDUCATION LAW ARTICLE 145,SECTION fROM DOC4 a l.U¢1 ACCESS 7209(2)FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A OR nGAS SERVICE CONNECTION/RISER DIAGRAM LAND SURVEED YOESSIONTERAL AN N LAND SURVEYOR,TO ALTER AN ITEM IN M-� SCALE:N.T.S. ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR a GENERATOR SCHEMATICS LAND SS SEAL AND THE AFFIX IOTHE BRAIDED STAINLESS FLEXIBLE REM HIS SEAL AND THE NOTATION CONNECTOR,SIZE PER ENGINE ENGINE SHUTDOWN M-1 SCALE:X" v-o- -ALTERED BY"FOLLOWED BY THE SOLENOID BY GENERATOR SIGNATURE AND THE DATE OF SUCH MANUFACTURER ALTERATION,AND A SPECIFIC DESCRIPTION OF T REDUCER SECOND STAGE HE ALTERATION. REGULATOR BY INSTALLER.FISHER AT&T AT TYPE:912-101FLI-6425 CONNECTTO CARBURETOR w u: SITE 31775 MAIN ROAD N Z ADDRESS:CUTCHOGUE,NY 11935 APT FILING NUMBER:MY474600 GATE: 09114R2 DRAWN BY: ORA lV SHUTOFF VALVE Yz'O MOUNTING HOLE,TYP.(4PL) 0 CHECKED BY:JRM .. SHEET TRLE: (V.I.F.) 2 NEW 1X'NATURAL GAS FUEL SUPPLY LINE. MECHANICAL PLAN, M-1 NOTES: 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: nGENERATOR CONNECTION DETAIL r61GENERATOR BOLTING PATTERN M-1 SCALE:N.T.S. M-1 SCALE:Y2"=1'-0" _ Sv2 ®16' 3' at&t CONC.SLAB 1Y4 6' 1Y4' _ 3 NEW SUPPORT FRAME PIPE �a tvx8x8 MORRISTOWN NEW JERSEY 07960 6' 1'-6' 9. 5-1 BASE,TYP(4PL). Yn -•a _ • ----------- + � APT m E ENGINEERING •T-r -r-. • _ P3.0 STD(O.D.=3.5007 -. 2 1 ` r I GALV.SUPPORT PIPE 567 VAUXHALL STREET EXTENSION-SUITE 311 (4)%'0 X 6'LG.(MIN.)HAS-V-36 WATERFORD,CT 06385 PH:(860)-66&1697 THREADED ROD,FLAT WASHER& wWwALLPOINTSTECH.COM FAK(860)-663-0935 L__! PLAN A-A NUT SET IN HILTI HY-200-R EPDXY CONSTRUCTION DOCUMENTS CHAMFER ¢a 2'CLR 1' S. ADHESIVE W/5W EMBED. O> #4 REBAR @ gyp.) (ryp,) (ryp,) NO DATE REVISION ALL AROUND iv t 12°O.C. 0 0911422 FOR REVIEW:JRM In N "� I 'v EACH WAY P3.0 STD(O.D.=3.5001 1 11123122 REV.PER COMMENTS:JRM - Z I v GRADE a _ I GALV.SUPPORT PIPE. 2 01110123 REV.PER FAAAA:JRM 3'6' U I - = - •v 3 0528124 NEW EQUIP.DESIGN IL6/6X8x8 A FOR REVIEW:JRM _ A Y4 5 06105124 FOR FILING:JRM V I m I COMPACTED GRAVEL BASE 4,000 PSI CONC.SLAB(SEE PLAN - FOR PAD DIMENSIONS) _ _ (4)%"0 X 8°LG.(MIN.)HAS-V-36 THREADED ROD,FLAT WASHER& rn NUT SET IN HILTI HY-200-R EPDXY NOTES: ADHESIVE W/SW EMBED. 1. CONTRACTOR SHALL COORDINATE ALL SLAB r_ zU-6' z 2'-6'_ z DIMENSIONS&HOLD DOWN REQUIREMENTS W/ ! OF N NEW AT&T 1550 V-O' 2 MIN. 8 RRH EQUIP. EQUIPMENT MANUFACTURER. MW SLAB THICKNEBS 8': 4 (4,000 PSI)CONCRETE az SUPPORT FRAME MIN.ANCHOR EDGE DISTANCE=6' Q` C7�•� C� S-1 2. CONCRETE SLAB[DESIGN IS BASED ON A MINIMUM r G ST, ALLOWABLE SOIL BEARING PRESSURE(q.)OF 1,500 PSF ( 1 � ,11,• v�C'. EQUIP.SLAB. t r 2 NEW 400A DISCONNECT E-1 SERVICE FRAME. SUPPORT FRAME ' _ f¢ el lR:l 12. �c I. EQUIPMENT LAYOUT PLAN _ �CONCRETE'PAD DETAIL PIPE BASE DETAIL ;' 010, $-1 SCALE:Y�=1'-O (IN FEET)1 Inch=4 ft $.1 SCALE:N.T.S. g_7 SCALE:N.T.S. ' = Al V �— •:?. FENCE NOTES: 1. ATTACH EACH GATE WITH 1-12 PAIR OF NON-LIFT-OFF TYPE, i..n O1Aa v3 iy.` MALLEABLE IRON FORGING,PIN-TYPE HINGES.ASSEMBLIES SHALL ALLOW FOR 180"OF GATE TRAVEL. 3\ F SSW ([ 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 DESIGN PROFESSIONALS OF RECORD MANUFACTURER TAKING INTO ACCOUNT LOCAL DESIGN GATE OPENING. 3 STRANDS OF CRITERIA,GATE LEAF SPANS&INSERTS(AS REQUIRED). PROF:SCOTT M.ENGINEERING P.E. REFER TO SITE PLAN 1/C-1 4-POINT BARBED WIRE COMP:APT ENGINEERING CONTINUOUS TOP RAIL. ADD: 567 VAUXHALL STREET 2%Z-9 GA.FENCE FABRIC W/GREEN EXTENSION,SUITE 311 'METAL'PRIVACY SLATS.VINYL SLATS WATERFORD,CT 06385 HEAVY PRESSED NOT PERMITTED DUE TO PROXIMITY STEEL BARBED WIRE - OF GENERATOR TO FENCE. F7.. OPER:CENTERLINE OLTRIGGER ARM COORDINATE W/OWNER,TYP. COMMUNICATIONS LLC ESS: 5550 MERRICK RD., COMPOUND FENCE PROVIDE DIAGONAL - 1 12•TOP .� CONTINUOUS SUITE W/BARBED WIRE& 6 E!s MASSA02 GREEN VINYL S-i ADJUSTABLE RIDE RAIL COO < CENTER RAIL MASSAPEQUA,NY 11758 PRIVACY SLATS AND TURNBUCKLE 1 IL HORZ. CORNERASSEMBLY AT ALL RAIL POST w 2Yd GALVANIZED CORNERS bLINE POSTS NOTE: Z CONTINUOUS IT ISA VIOLATION OF NEW YORK STATE 2'x2°-9 GA.FENCE FABRIC w/GREEN BOTTOM RAIL EDUCATION LAW ARTICLE 145,SECTION METAL'PRIVACY SLATS.VINYL SLATS TENSION 7209 2 FOR ANY PERSON,UNLESS b 12•CROWN FOR () 00 2•x6•PT NOT PERMITTED DUE TO PROXIMITY 4.GATE WIRE 70 DRAINAGE ACTING UNDER THE DIRECTION OF A OF GENERATOR TO FENCE. POST,TYP. FINISHED w LICENSED PROFESSIONAL ENGINEER OR GRADE FINISHED GRADE TO - LAND SURVEYOR°TO ALTER AN ITEM IN COORDINATE W/OWNER,TYP. _MATCH EXIST. ANYWAY.IF AN REM BEARING THE SEAL 2-x4'1118' y y_ OF AN ENGINEER OR LAND SURVEYOR IS PRESSURE 12'0 SONOTUBE ALTERED,THE ALTERING ENGINEER OR TREATED @5'O.C. 7= - 5/8'DIAM. ' JJ _ - '__ LAND SURVEYOR SHALL AFFIXTO THE STABILIZATION �I II PINTLE ROD 1 F. -II 311= I fo Z 31 FORMED CONCRETE ITEM HIS SEAL AND THE NOTATION FABRIC ON GRADE TO DRAIN' I7 = BASE(3500 PSI MIN.) "ALTERED BY"FOLLOWED BY THE COMPACTED SUBGRADE� 1'GAP BETWEEN III =- I b '- SIGNATURE AND THE DATE OF SUCH Il - I FINISH GRADE AND _ _I 6 I UNDISTURBED EARTH. ALTERATION,AND ASPECIFIC T= JJJ- BOTTOM OF GATE IE S-1 1' JI-11=111 -III-11 14� FIIHI,llk �I - DESCRIPTION OF THE ALTERATION. NOTE:IN PAVED AREAS LIMB HOLD TOP OF FOOTING AT&T AT OF 1'-0• 6'BELOW MN.GRADE STONE LI-6425 MIN. 4 COMPOUND EXPANSION DETAIL s CHAIN-LINK FENCE & GATE DETAIL s SECTION ADDRESS:CUTCHOGUE,Nr 11935 S-1 SCALE:N.T.S. $-1 SCALE:N.T.S. $-1 SCALE:N.T.S. APT FILING NUMBER: NY474600 DATE: 09/14122 DRAWN 8Y: ORA 0 CHECKED BY:JRM SHEET TITLE: EQUIP.LAYOUT PLAN &DETAILS SHEET NUMBER: S-1 EXIST.VERIZON METER& - NOTES &SPECIFICATIONS: DISCONNECT ON SERVICE FRAME EXIST.MESA SPAN CABINET (1) (3)#3/0&(1)#6G IN TO TO SUPPORT 200A,12024OV,10,3W ELEC.SERVICE TO PRE-INSTALLED LOAD at&t &VAULT SITE UTILITY NOTES: CENTER AT WUC EQUIPMENT CABINET. i 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN (2) 12 PR SINGLE MODE FIBER CABLES WITH LC-SC JUMPER(V.I.F.),3.0. r----- / UNDERGROUND UTILITY LOCATING COMPANY TO (3) (2)SETS OF#410 AWG FEEDER CABLES IN(2)2"C.QNCREASE DUE TO VOLTAGE DROP IF APPLICABLE). 340 MOUNT KEMBLE AVENUE i IT- r-r .-r LOCATE ALL UNDERGROUND,EQUIPMENT IN THE MAKE ALL CONNECTIONS AS PER TERMINATE PER MANUFACTURERS SPECIFICATIONS. I r TRENCHING AREA TO AVOID ANY DAMAGE. (4) (1)ETHERNET(CATS)&(1)#4 G W/PULL STRING IN 1'.TERMINATE PER MANUFACTURER RECOMMENDATIONS. MORRISTOWN,NEW JERSEY 07960 I (- UTILITY COMPANY'S REQUIREMENTS (5) NEW AT&T POLAR POWER INC.20kW PROPANE POWERED DC GENERATOR-POLAR BUILD#V020G360TE004, r •-•-•-•-'- / 2. HAND EXCAVATE WITHIN 5'OF EXIST.UNDERGROUND 120240V,10,3W.60 HZ W/ENCLOSURE.REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION. I`I UTILITIES(V.I.F.)MAINTAIN IS-MIN.CLEARANCE. PROVIDE RODENT SCREEN AT UNDERSIDE OF GENERATOR.COORDINATE WITH GENERATOR MANUFACTURER. (6) '/4L°C,2-#12+#12G TO 20 AMP CIRCUIT BREAKER IN INTEGRATED LOAD CENTER FOR BATTERY CHARGER. APT I I I r 3. CONTRACTOR TO COORDINATE TRENCHING (7) WC,2-#12+#12G TO 20 AMP CIRCUIT BREAKER IN INTEGRATED LOAD CENTER FOR BLOCK HEATER. OI I I U ° OPERATIONS SO AS OWNER TO ND/ORS O S MANAGEMENT THE (B) �'1C,2-#12+#13G TO 20 AMP CIRCUIT BREAKER IN INTEGRATED LOAD CENTER.PROVIDE GFCI RECEPTACLE.COM ENGINEERING 31 13 _ (9) (2)#12,#12G IN/4 C LIGHTING BRANCH CIRCUITS. N I I I y ° _ EXIST.PROPERTY OPERATIONS. (10)(1)#2 BOW IN VC FROM MGB TO DC GENERATOR.BUS BAR PER MANUFACTURER AND NEC REQUIREMENTS. _ NEW AT&T UNDERGROUND TELCO SERVICE i I I ° (17)400A,50V DC NEMA 3R DISCONNECT SWITCH WATEARFORD,T06385 ET EXTENSION PH:(96g).663.1697 FROM EXIST.MESA SPAN TO NEW AT&T 4 i I I i WWW.ALLPOINTSTECH.COM FAX(660}6630935 EQUIPMENT PAT](6T±LF)ROUTED U/G M___ �_i� NEW 200A,12024OV,1 PH,3W,OUTDOOR TYPE, AT&T WUC EQUIP. 2 CONSTRUCTION DOCUMENTS FOLLOWING EXIST.SAW CUT PATH I.�I i u DISCONNECT SERVICE J / COMBINATION METER SOCKET AND 200A,7 P 240V MOB, CABINET o t AT&T NATURAL GAS DC 4 6 I I f FRAME.REFERT01/S-1 NO DATE REVISION I I i /: i OR APPROVED EQUAL.MAKE PROVISIONS FOR PAD POWER GENERATOR M-t E1 EXIST.VERIZON CONCRETE EQUIP.PAD I + / LOCKING.KWH METER SHALL BE PROVIDED BY UTILITY FOR LOCATION. 0 09114/22 FOR REVIEW:JRM W 50kW NATURAL GAS GENERATOR& I I I r: COMPANY.COORDINATE INSTALLATION AND ACTIVATION 6 SIM TO. 1 11123122 REV.PER COMMENTS:JRM (2)EQUIP.CABINETS I I I 1 OF METER WITH UTILITY COMPANY.REFER TO 1/E-1 FOR E-1 s 2 01110123 REV.PER FAA-IA:JRM I I °• I________ LOCATION.VERIFY LOCATION OF METER WITH UTILITY "_ 3 05123124 NEW EQUIP.DESIGN EXIST.BIT.PAVED ACCESS DRIVE I NEW UTILITY SERVICE - I I I COMPANY AND LOCAL ELECTRICAL INSPECTOR.METER PEDESTAL.CONSULT W/LOCAL LIGHTING t t FOR REVIEW:JRM SOCKET SHALL BE CLEARLY LABELED'AT&T'SERVICE 4 UTILITY COMPANY FOR OLrr OF PP-1 4 06105124 FOR FILING:JRM I r� OUTLINE OF EXIST.16'-1'±X16'-1'« i I� .� ENTRANCE,200A,12024OV,10,3W.° of REQUIREMENTS. � � �� 5 TOWER FOUNDATION,TYP.BELOW � REFER TO 2/0-1 FOR LOCATION. (T/CONC=4'-4'BGL) EXIST.MESA SPAN NEW 6.0 X 4'HIGH CON..FILLED STEEL I I I� �1 i CABINET SERVICE GROUND PER NEC BOLLARD AT S•O.C.(MAX),PAINTED I I I EXIST.STEP DOWN - TRAFFIC YELLOW,TYP.(2PL) i Il TRANSFORMER _ r t,1 APPROX.LOCATION OF EXIST. i I i ii 0 9 a - O r 'V BURIED DRYWELL(V.I.F.) I I I \ - PVC EXPANSION h: C }� I I I \ COUPLINGS,TYP. MGS (' .Hq Q GRADE NEW AT&T COMBINATION METER 8 2 TO HALO 2PL)#2G 4 DISCONNECT ON NEW SERVICE FRAME. E_t I I _ EXIST. NEW 8'HIGH CHAIN LINK FENCE I r-- 1 ELECTRIC w BARBED WIRE&GREEN VINYL I SERVICE 'ft_: PRIVACY SLATS(TYP.) I n LI J f -- 1 -EXIST.TELCO APPROX,LOCATION OF EXIST. i I -- STUB-UP CONDUIT(TYP. U/G UTILITIES,TYP.(V.I.F.) 3 I FY I �` SERVICE OF ALL CONDUITS) E_1 4 i I NOTES: 3 6 // 1. BOND[MTS)TO GROUND BAR 1U 7 A p3 SAW CUT EXIST.BIT DRIVE TO ALLOW I O78� INSTALLATION OF NEW U/G ELECTRIC w SERVICE MAINTAIN 5'AWAY FROM 2 8 I I HONE-LINE DIAGRAM 6 '9UFESSIO�A� EXISTING ON-SITE U/G DRAINAGE E-1 0-1 I E-1 SCALE:NTS - STRUCTURES.REPAIR BIT.PAVEMENT UPON COMPLETION OF INSTALLATION. I I I GALV.PIPE END CAP,TYP, � I I - P1 ROOT 12 GA.GALV.UNISTRUT w/ DESIGN PROFESSIONALS OF RECORD U I I IU 4 GALV.ATTACH TO SUPPORT PIPES PROF:SCOTT M.CHASSE P.E. I w/�'e0 GALV.U-BOLTS,FLAT COMP:APT ENGINEERING 3 I3 NEW U/G ELECTRIC SERVICE FROM EXISTING ro WASHERS,LOCK WASHERS AND Q I I IN TRANSFORMER TO NEW AT&T UTILITY EXIST. NUTS,NP.PROVIDE UNISTRUi ADD: 567 VAUXHALL STREET Ln I - EXTENSION,SUITE 311 w I BACKBOARD(SUBJECT TO REVIEW& 4 TRANSFORMER ¢ VINYL END CAPS(PM 28fi0). I I I APPROVAL BY LOCAL UTILITY PROVIDER) E_t I 3 ¢ O WATERFORD,CT 06385 RESTORE LAWN UPON COMPLETION 2 DEVELOPER:CENTERLINE INSTALLATION. b Z j k NEW 200A,120240V,1PH,3W, COMMUNICATIONS LLC i v O Q LL OUTDOOR TYPE,COMBINATION ADDRESS: 5550 MERRICK RD., b 00 w Z I I METER SOCKET AND MAIN CIRCUIT SUITE 302 BREAKER UNIT. ® I U < 4 MASSAPEQUA,NY 11768 Is im I I - P3.0 STD(O.D.=3.5001 GALV. I I 7TI..N. SUPPORT PIPE,TYP(3PL) NOTE:L. —.—e—e—e—e—e—e—e—e—e—e—e—e—e— - e©—e—e—e J IIRISAVIOLATION OF NEWPORK STATE EDUCATION LAWARTICLE 145,SECTION -- e e %DIA.DRAIN HOLE,TYP. 7209(2)FOR ANY PERSON,UNLESSFINISHED GRADE TO ACTING UNDER THE DIRECTION OF A MATCH EXIST, LICENSED PROFESSIONAL ENGINEER OR 0011, SITE UTILITY PLAN o-oaW-V LAND SURVEYOR TO ALTER AN ITEM IN FIN.GRADE ANY WAY.IF AN REM BEARING THE SEAL N 10'SCALE:1 INCH=tO'-0' I I(° OF AN ENGINEER OR LAND SURVEYOR IS ' _ NEW SUPPORT FRAME ..f r.: VOROWN,TYP: ALTERED,THE ALTERING ENGINEER OR O PIPE BASE AT CONC. 3SLAB,TYP. S-1 I• OR SHALL AFFIIXTO I,' MIN.12 0 CONCRETE PIER w/ ITEM HIS SEAL AND THE OTATIONAT HE I.L MIN.4000 PSI CONCRETE j 70 q SLAB ONLY v -i. 1 UNDISTURBED SOIL,TYP. 'ALTERED BY"FOLLOWED BY THE W U w w - SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC .j I1 DESCRIPTION OF THE ALTERATION. w ZH Wad 0 Z 24'TRENCH or m REQ'D .I a 02 g Z BY POWER/TELEPHONE CO. m U¢ w 4 p p (FINISHED GRADE TO <I•(- m AT&T AT RIGID STEEL - RIGID STEEL CONDUIT `o O MATCH EXIST. CONDUIT PLUG COUPLING io UO w 3¢Q Z CONDITIONS) COURSEWORKIN LI-6425 GRADE OR CONCRETE PAD NEW EQUIPMENT PAD SITE 31775 MAIN ROAD 6' \ - __ =\/ 6 UTILITY FRAME DETAIL ADDRESS:CUTCHOGUE,NY 11935 UNDISTURBED SW1: I I�I=1 I H I T-TTT 0 ,50OW SINGLE POLE 4 SCALE:Y,"=1'-0" APT FILING NUMBER: NY474600 1. 16A 120V SUPPORT POST 8 HOUR MANUAL TIMER:LEVTTON 2'-0.OR AS PER I DATE: os114r12 DRAWN BY: DRA LOCAL CODE - \ —T_= = - - \ CLEAN COMPACTED 8W1 MANUFACTURING CO.,INC. BACKFILL(NATIVE SOIL) MODEL#LTB-1 LZ CHECKED BY:JRM REQUIREMENTS �� I - = I-I Ill:III=11= \ CLOSEST LIGHTING ❑ 2. OUTLET BOX:FWB LIGHTING INC. ALARM BLOCK GENERATOR ALARM RIGID STEEL •; 'i'^ - \ FIXTURE .'A' 'A' MODEL#B3B CONDUIT �*- �;�`?ilu`;ir• _ _ SCREENED SAND BEDDING, TERMINAL# DESCRIPTION SHEET TITLE: \ 6'(MIN)ON ALL SIDES 3. WEATHERPROOF COVER:RAS PVC SCH40 CONDUIT. \\/ /\//\//\ L» \\\// LIGHTING INC.MODEL#TCB 12 RBS GENERATOR RUNNING SITONE-LINE UTILITY GRAM, RIGIDSTEELTO SIZE AS SHOWN ON PVC ADAPTOR LAYOUTS WO SCH.40 PVC COMMUNICATION 1. FIXTURES(2 TOTAL):FULL 13 RBS GENERATOR FUEL,LOW DETAILS NOTE: '. (TELEPHONE,F/O)CONDUIT WITH 200 LB .T SCH.40 PVC ELECTRIC CONDUIT(INHERE CUTOFF,RAB LIGHTING INC. MIN.TENSILE STRENGTH PULL TAPE(WHERE 1'-0'(MIN.) INDICATED)-(COORDINATE QUANTITY&SIZE MODEL#WPLEDFC52NW. TYP.APPLICABLE FOR ALL STUB-UPS INDICATED).TELEPHONE COMPANY WILL (VERIFY W/TOWN OF BROOKFlELD FOR THEIR 14 FIBS GENERATOR SHUT DOWN SUPPLY AND INSTALL TELEPHONE LINES w/LOCAL SERVICE) SHEET NUMBER: (COORDINATE QUANTITY&SIZE W/TOWN CODES) 6'MIN(TYP) NOTE: 15 RBS GENERATOR MJ / 3 \STUD-UP-CONDUIT DETAIL OF BROOKFIELD FOR THEIR SERVICE) 1. LIGHRNG TO BE MOUNTED TO POST.BOTTOM OF LIGHT E-1 SCALE:N.T.S. FIXTURE ATAPPROX]MATELY 9±AGL. 16 RBS GENERATOR FUEL LEAK nSECONDARY TRENCH DETAIL s E UIPMENT AREA LIGHTING E-1 E-, SCALE:N.T.S. E-� sDALE:N.T.s. 7 ALARM SCHEDULE E-1 SCALE:N.T.S. NEW AGB @ EACH " GENERAL GROUNDING NOTES ND KITR GROUND ATTACH ,-3 ^� (/yam/ GROUND KIT&GROUND E-0 ® �� " - LEADS FOR EACH MOUNT 1. ALL SURGE SUPPRESSION DEVICES(WHERE APPLICABLE)SHALL BE BONDED TO NEW EGB @ BASE OF TOWER EXIST.TOWER GROUND EQUIPMENT GROUND BAR(EGB)PER MANUFACTURERS SPECIFICATIONS. NEW NEW ICE BRIDGE BONDED 1-3 RING N.I.F.) l" EXIST.TOWER GROUND E.1 �`� _ 340 MOUNT KEMBLE AVENUE 2. ALL GROUND BARS SHALL HAVE A CONTIGUOUS GROUND PATH. RING,TYP.(2PL) MORRISTOWN,NEW JERSEY 07960 3. REFER TO GROUNDING NOTES&SPECIFICATIONS ON SHEET N-1 FOR MORE CONNECT MASTER GROUND ALPHA SECTOR BETA SECTOR GAMMA SECTOR INFORMATION. BAR TO NEW EQUIPMENT ` ANTENNA ANTENNA ANTENNA GROUND RING,TYP.(2PL) 7 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 30 IN.DEPTH OR 6 IN.BELOW (EGR)(V.I.F.) GROUND WIRE-SEE -3 5 TIE CONNECTION FROST LINE,WHICHEVER IS GREATER. 3/E-2 FOR DETAILS Ea E-0 ENGINEERING BOND FENCE&GATE RRU OR ANTENNA RRU OR ANTENNA 4D,PL-ER 5. ALL GROUND RINGS SHALL BE MIN 2 FT FROM FOUNDATION BEING ENCIRCLED. POSTS TO EXTERIOR 0&1 _ __ __�_� DIPLEXER MAST DIPLEXER MAST 567 VAUXHALL STREET EXTENSION-SUITE 311 GROUND RING(EGR),TYP. E-0 WATERFORD,CT 06365 PH:(660)Efi8-1697 6. COMBINE IN-GROUND RINGS,RADIALS,AND BONDING CONDUCTORS INTO SINGLE WWWALLPOINTSTECH.COM FAX(660)E63-0935 CONDUCTOR FOR ALL PORTIONS PARALLEL 2 FT APART OR CLOSER. - EQUIPMENT GROUND '• i I #6 AWG,TYP. 2 AWG THW OR l'N/ CONSTRUCTION DOCUMENTS 7. UNLESS NOTED OTHERWISE,ALL ABOVE GROUND CONDUCTORS SHALL BE MIN BAR MOUNTED ON •�— f T r I EXTERIOR GROUND RING(EGR) TRANDED GROUND #6 AWG GREEN INSULATED STRANDED COPPER. CONC.EQUIP.PAD. �1 T f T I 1 I LEAD,TYP. NO DATE REVISION LOCATED MIN.30'BELOW GRADE OR 5'BELOW FROST LINE AT PERIMETER 0 09/14I22 FOR REVIEW:JRM 8, CONDUCTORS BONDING ABOVE-GROUND CONNECTIONS TO IN-GROUND I, —_J I Ea OF EQUIP.AREA,(#2 AWG SOLID NEAR GROUND BAR NEAR GROUND BAR N 1 11123122 REV.PER COMMENTS:JRM CONNECTIONS SHALL BE MIN#2 AWG SBTC UNLESS NOTED OTHERWISE AND TINNED BARE COPPER WIRE),TYP. ANTENNAS (CIGBE) ANTENNAS (CIGBE) ANTEN SHALL BE PROTECTED BY LIQUID TIGHT FLEXIBLE NON-METALLIC CONDUIT FOR I L——�- I 2 01110123 REV.PER FAA-1A:JRM ALL PORTIONS ABOVE GROUND. 3 05128/24 NEW EQUIP.DESIGN EQUIPMENT GROUND FOR REVIEW:JRNI 9. ALL GROUND CONDUCTORS LOCATED WITHIN BUILDINGS SHALL BE PLENUM 1 I I . BAR MOUNTED ON 4 06105124 FOR FILING:JRM RATED(WHERE APPLICABLE). (1)#2 BOW IN VC FROM 1 MASTER GROUND BAR(MGB) �i I CONC.EQUIP.PAD 5 TO DC GENERATOR BUS BAR BELOW RRH FRAME. PER MANUFACTURER&NEC L#2 AWG,TY, REQUIREMENTS UPPER TOWER GROUNDING LEGEND --� I GRNSULATORs/o SYMBOL DESCRIPTION EXOTHERMIC WELD , I I r�OF NE f y ■ MECHANICAL CONNECTION ND ROD,COPPERWELDU(td �Y� �� • C,Y �0 O.C.)TYP.USE CAUTION s /21SCHEMATIC DIAGRAM GROUNDING SYSTEM /, oa �s.��, SCALE•N.T.S.® GROUND ROD DURING TYP.SEE SITE INSTALLATION. UTILITY E-3 x-�=. .�.~< . . ;" E-2 GROUND CONDUCTOR NOTES THIS SHEEP. la7 GROUND ROD WITH t E� INSPECTION HAND HOLE , (MIN.) GROUND ROD w/INSPECTION O r HAND HOLE C C SITE UTILITY NOTES: ATYPICAL EQUIPMENT GROUNDING PLAN 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN / E-2 SCALE:N.T.S.UNDERGROUND UTILITY LOCnNG TO LOCATE ALL UNDERGROUNDAEQUIPMEMANY IN_THE 7 NOTE:SCHEMATICS SHOWN ARE TYPICAL.ACTUAL �_ r TRENCHING AREA TO AVOID ANY DAMAGE. EQUIPMENT ORIENTATION MAY VARY FROM THAT ANTENNA,TYP. SHOWN.REFER TO SITE EQUIPMENT PLAN DETAILS. 2. HAND EXCAVATE WITHIN V OF EXIST.UNDERGROUND UTILITIES(V.I.F.)MAINTAIN 16'MIN.CLEARANCE. ANTENNA MOUNT DESIGN PROFESSIONALS OF RECORD EQUIPMENT ENTRY ANTENNA CABLE 1-3 GROUND BAR MOUNTED BELOW 3. OPERATIONS wlO OWNER AND/OR ETRENAGEM OVP/RRU/DIPLIXER/TMP./SA.TYP. PROF:SCOTT M.CHASSE P.E. CABLE ENTRY WANSULATORS BONDED COMP:APT ENGINEERING OPERATIONS AS AND/OR MANAGEMENT E-0 TO EQUIPMENT GROUND RING ADD: 567 VAUXHALL STREET COMPANY SO AS OP MINIMIZE DISRUPTIONS TO THE ANTENNA CABLE JUMPER(TYP) NEW GROUND RINGS,@ MIN.30.OR 6' EXTENSION,SUITE 311 EXIST.PROPERTY OPERATIONS. ANTENNA SECTOR BELOW FROST LINE.#2 AWG SOLID BARE GROUND BAR(AGB),TYP 1 6 CABLE GROUNDING KIT.MIN#6 TINNED COPPER GROUND WIRE N•I.F.) WATERFORD,CT 06385 AT EA.SECTOR Ea AWG GREEN INSULATED STRANDED DEVELOPER:CENTERLINE COPPER GROUND WIRE(TYP) EQUIPMENT GROUND RING COMMUNICATIONS LLC ADDRESS: 5550 MERRICK RD., _ l,2 UPPER TOWER GROUND SURE 302 E.9 MASSAPEQUA,NY 1175$ BAR W/O INSULATORS TYPICAL WAVEGUIDE EQUIPMENT(TYP.) ICE BRIDGE ROUTING SHOWN.SEE SITE PLAN DETAIL FOR SPECIFIC METALLIC TO ALL METAC OBJECTS AND NOTE: CABLE(S)(TYP) ROUTING GROUNDING SYSTEMS WITHIN 5 FT IT IS A VIOLATION OF NEW YORK STATE AND TO EXISTING SITE GROUNDING EDUCATION LAW ARTICLE 145,SECTION 7209(2)FOR ANY PERSON,UNLESS ADDITIONAL TOWER CLOSES / SYSTEM AT T POINT(TYP). ACTING UNDER T DIRECTION A 1_3 GROUND BARS)W/O / � LICENSED PROFESSIONAL IONAL ENGINEER OR INSULATORS FOR MAX / N LAND SURVEYOR,TO ALTER AN REM IN E� 300 FT BETWEEN BARS // N 4 EQUIPMENT BOND(TYP.) ANY WAY.IF AN ITEM BEARING THE SEAL OR OTHERWISE NOTED. // �R_/ E3 OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LANRVEYOR SHALL AFFIX TO 6 GROUND ROD,LOCATE ITEMDHIS SEAL AND THE NOTATIONTHE Ea PER PLAN(TYP.) 'ALTERED BY'FOLLOWED BY THE SIGNATURE AND THE DATE OF SUCH DESCRIPTION OF THE ALTERATION. 1 ALL GROUND RINGS,RADIALS, ASPECIFIC LOWER TOWER � / AND GROUND BAR 1E-3 N.' // SBTC @ SAME DEPTH GRTARTSER 2 AT W/O INSULATORS OF 30'OR 6'BELOW FROST LINE. L AT&T&T A NI SITE 31776 MAIN ROAD ADDRESS:CUTCHOGUE,NY 11935 5 RING TIE ALL EQUIPMENT APT FILING NUMBER: NY474fi00 y E-3 CONNECTION 1-3 BONDED TO EQUIPMENT DATE: 09114Y12 DRAWN BY: DRA Jr #2 AWG SBTC E-3 GROUND BAR GROUND PIGTAIL WANSULATORS. CHECKED BY:JRM / LEADS N.I.F.) SHEET TITLE: RINGS(TYP).ROUTE THROUGH NEW ICE 7 GROUND TEST WELL ONE PER AWG SBTC BOND BETWEEN GROUND Ea EQUIPMENT GROUND RING OYP) GROUNDING PLAN, RI BRIDGE FOR BONDING SUPPORT POSTS. DETAILS&NOTES EXIST.MONOPOLE(TYP.) 3 (2)#2 AWG SBTC FROM LOWER Ea TOWER GROUND BAR TO TOWER / GROUND RING _ SHEET NUMBER: TOWER GROUND RING(V.I.F.) 7 TYPICAL TOWER& COMPOUND E-2 (j)GROUNDING SCHEMATIC E-2 SCALE:N.T.S. GROUND 2 WITH INSULATOR AS ® at&t BART\' INDICATED FLOOR MOUNTING WALUFLOOR 340 MOUNT KEMBLE AVENUE DETAIL MoMOUNTINGBRACKET MORRISTOWN,NEW JERSEY 07960 DETAIL EQUIPMENT TO BE BONDED ., - MOUNT PER MFR'S SPEC SUBSTRATE TO GROUNDING SYSTEM(TYP) FOR SUBSTRATE MATERIAL MATERIAL APT MOUNT GROUND BAR AT ENGINEERING STEEL MEMBER - LOWEST POINT OF EQUIPMENT TINNED COPPER,OR AS BONDING CONNECTIONS(IYP) '/d DIA.(TYP) OTHERWISE NOTED,GROUND BASED ON THOMAS&BETTS 567 VAUXHALL STREET EXTENSION-SUITE 311 GROUND 2 BAR VTHICK WITH T/g' WATERFORD.CT 06385 PH:(860)-663-1697 B'� E-3 1 MOUNTING HOLES. O • • • • • • • O DOUBLE-HOLE,LONG WWWALIPOINTSTECH.COM FAX 860 BARREL LUG(TYP.) CAT.#: WIRE SIZE: DIE#: BOLT SIZE: ( }%3-0835 I-BEAM SUPPORT TO FOCAL POINT 64205 #6 AWG 24 1/4° CONSTRUCTION DOCUMENTS - • • 0 54207 #2 AWG 33 1/4° $ TWO BONDS TO GROUND RING, 54260 #2/O AWG 46 12' I-BEAM SUPPORT CLAMP MP O 0 0 0 O O O O O O 0 0 0 0 0 O��L O O O O O O O • RADIAL,OR BONDING CONDUCTOR. GROUND HALO NO DATE REVISION MOUNTING DETAIL WITH INSULATOR a O dS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O"I'O 0 09/14/22 FOR REVIEW:JRM AS INDICATED 00 O O O O O O._ 0 0 0 0 0 0 0 0 0 0 0 oh UNIT BOND 2 01I70�3 REV.PER FAA,IA:TJRMJ� COMM PROTEC REV.P Comm T CONDUCTOR ABOVE GROUND 3 05128I24 NEW EQUIP.DESIGN SUBSTRATE MATERIAL I GRADE BOTH ENDS WITH SILICONE CAULK.WITH 1/2'NONMETTALIC CONDUIT.SQL FOR REVIEW:JRM IL 24'OR SMALLER AS REQUIRED NOTES: ROVIDE BOLTS,SPLIT • 4 06/05124 FOR FILING:JRM GROUND 2 LOCKWASHERS&NUTS • 5 BAR Es 2 GROUND BARS O ¢ (TYP 2)#2 BOW DOWN CONDUCTORS WALL MOUNTING FOR ALL CONNECTIONS. BRACKET E3 SCALE:N.T.S. ? DIRECTED AWAY FROM EACH OTHER 2)REMOVE PAINT w/POWER PAINTED . GROUND RING,RADIAL OR DRILL COMPLETELY&GRINDING F..N BONDING CONDUCTOR W�PARALLEL EXOTHERMIC WELD EOUIPMEM SURFACE Q Iw. WITH INSULATOR AS o �-BONG TO GROUND RING,RADIAL OR BIT BEFORE BONDING.TREAT w/ PANEL,ETC. SIDE ! �Y WALL MOUNTING z o° DETAIL INDICATED NOTES: ? O B NO-OX or EQUAL&TOUCH-UPONDING CONDUCTOR. 1.NO EXOTHERMIC WELDS TO GROUNDAROUND PAINTED SURFACE w/BAR.ATTACH _ Go o _—_ RUST INHIBITING PAINT TO MATCH CONDUCTORS WITH(2)HOLE COPPER COMPRESSION EXISTING.(TYPICAL FOR ALL stC GROUND BAR TERMINATIONS AND ALL STAINLESS STEEL HARDWARE EXOTHERMIC WELD(TYP)� SURFACES TO BE GROUNDED 2.DOUBLE UP CONNECTIONS ON BACKSIDE OF GROUND MOUNTING DETAILS BAR ONLY AS NECESSARY. 3.OXIDEINHS. NG COMPOUND TO BE USED ATALL K3 \GROUND BAR CONNECTION DETAIL �(21 HOLE LUG BONDS E-3 SCALE:NTS LOCATIONS. EJ SCALE:NTS ((n 4.ALL STAINLESS STEEL MOUNTING HARDWARE. Era SCALE:N.T.S. LC GPS UNIT �•� ��j` #2 AWG SBTC. A �78603 8'-12'0 PVC,GALV.STEEL,OR REINF. GPS UNIT HEIGHT PER PLAN CONCRETE TEST WELL FINISHED W/REMOVAL COVER FLUSH GRADE WITH FINISHED GRADE. COAX CABLE GROUND KIT #6 AWO STRANDED COPPER WIRE GRADE CABLEWAVE (BONDED TO GROUND SUPPORT POST #2 AWG SBTC TEST LEAD WEATHERPROOFING KIT BAR)(STANDARE) 3 z w 12'BELOW GRADE MAX COAX CA LE2: n m E EXOTHERMIC WELD S -' �� GROUNDING KI'f) LN g i G O m m ANTENNA --_ #2 AWG BOW GROUNDING KIT DESIGN PROFESSIONALS OF RECORD ?7¢ CABLE�— --_ -- + ) AWG#2 SOLID BARE 3 6, GROUND BAR Yz O COAX CABLE MIN.BENDING PROF:SCOTT M.CHASSE P.E. MIN RADIUS 17 OR AS ro TINNED COPPER RADIUS PER MANUFACTURERS ENCLOSURE STANDARDS COMP:APT ENGINEERING OTHERWISE NOTED AWG#2 SOLID BARE _— — --_ 12'(APPROX.) ADD: 567 VAUXHALL STREET TINNED COPPER(SBTC) #2 GREEN SLOT WELL TO ALLOW NOTE: INSULATED WIRE TO EGB #6 AWG GROUNDING KIT CABLE EXTENSION,SUITE 311 EXOTHERMIC WELD(TYP) CONDUCTOR MOVEMENT 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND (PROVIDED WITH KIT) WATERFORD,CT 06385 T FGROUND ROD COPPERWELD ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. DEVELOPER:CENTERLINE 5B'0X10'-0'LONG EXOTHERMIC GROUND ROD AS GPS ANTENNA MOUNTING BRACKET COMMUNICATIONS LLC WELD CIYPI SPECIFIED ADDRESS: 5550 MERRICK RD., ANTENNA CABLE GPS AND MOUNTING SUITE302 TIE CONNECTION DETAIL J1GROUND ROD DETAIL NEST WELL DETAIL GROUNDING DETAIL BRACKET GROUNDING DETAIL MASSAPEQUA,NY 11758 E3 SCALE:NTS E� SCALE:N.T.S. E$ SCALE:NTS E3 SCALE:N.T.S. 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 @EACH CORNER& _ ACTING UNDER THE DIRECTION OF @ EACH GATE POST.AS A MINIMUM ONE VERTICAL POST SHALL BE LICENSED PROFESSIONAL ENGINEER OR BONDED TO THE GROUND RING IN EVERY 1 00'-C'STRAIGHT RUN OF FENCE. NOTES: LAND SURVEYOR,TO ALTER AN ITEM IN 2)HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. ANYWAY.IF AN ITEM BEARING THE SEAL 3)BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER&TO EACH 1)THE#2 AWG,BOW,FROM THE RING GROUND SHALL BE CAD WELDED TO THE POST ABOVE GRADE. OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING. 2)BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER&TO EACH LAND SURVEYOR SHALL AFFIX TO THE VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING. TTEM HIS SEALAND THE NOTATION 3)GATE JUMPER SHALL BE#4/0 AWG WELDING CABLE OR FLEXIBLE "ALTERED BY'FOLLOWED BY THE COPPER BRAID BURNDY TYPE'S'W/SLEEVES ON EACH END DESIGNED VERTICAL POST IS VERTICAL POST NOT SIGNATURE AND THE DATE OF SUCH CONNECTED TO RING CONNECTED TO RING FOR EXOTHERMIC WELDING. ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. EXOTHERMIC WELD EXOTHERMIC WELD (rYPJ 4 �') EXOTHERMIC WELD AT&T AT (TYP.) LI-425 #2 AWG _#2 AWG #2 AWG SBTC(TYP.) SBTC(TYP.) SBTC(TYP.) SITE 31775 MAIN ROAD ADDRESS:CUTCHOGUE,NY 11935 _ APT FILING NUMBER: NY474600 DATE: 09/1//22 DRAWN BY: ORA EXOTHERMIC WELD EXOTHERMIC (fYP.) �CHECKED BY:JRM o SHEET TITLE: EXIST.GROUND RING T.T.#2 AWG EXIST.GROUND RING CABLE TO CABLE #2 AWG SBTC(V.I.F.) STBC(TYP.)(V.I.F.) #2 AWG STEC(V.I.F.) EXOTHERMIC #2 AWG STBC(TYP.) GROUND RING#2 AWG BOW GROUNDING DETAILS EXOTHERMIC WELD - CABLE TO CABLE (MIN 18'BELOW ROUGH GRADE) " i FENCE GROUNDING DETAIL jj GATE GROUNDING DETAIL \jtV SCALE:N.T.S. Erg SCALE:N.T.S. SHEET NUMBER: E-3 OESON BASIS ALLCONTIMATORES,MBADNCEAIFERSONEI-REQIRE,FOtNRE6, USING AnQVFAOCDES AN.ALLWEIJJWGSIULLLEPFHiORMm COVEPApE REMOVE RfAMSH OR RFPAWFWdMNOFW CONDUCTOR FORALL FEmERN•m BPANdI dRCUR9THAT 15911FD •• GP9 ANh�JWS: SEAVILES,MKTBVPL9,JOBAOS,MO PEA60NNELPE-0UIRm FDPTHE USING TOX%ELECMOpE AFID SHPLL CANFORMro AISCµ0D1.1. COMPUµCE WT1I SPECRIED REDU6iEMEN14. PERCODEORISOFIHESQEPIDICATEDONTHEDMWWgg9HNLBE GOVERNING CODESDESIGN STANDARDS FIECUTON OFTEIR WORK COHSE F61Ef WEIR SQE ARE NmsHO FROMDETELVRGER OF CONTINUOUS IN SI-BE BOND®TO EACH ENCLOSURE •• )T auM-FA PoP GABLE LBJGIHS UPro200 T. •2020BUR➢IN CCO EOFNEWYORK SLATE EgGHCONTPgCTOR SHALLGUARNNIENL MATEPWl8 µD 13000R5' .. 1-5R'pIAMEIFA FOR GABLE LENDMS GPEATER)lV.N 20p Ff. BCNYS)lASCE]-18 1µ'FLLLE OR MWPAUMS�PQi T/�wEJ2A wTHEN5C TA4NlYL OF PASSED T141000H.°ONOURSHgLL NOT BE USED P3AGgWNDWp OR •NATIONAL ELECTRC CODE SAES.CONSTgUCTOK.ATTHE COMffLEf10N OF WELdNG,ALL THESE 6Pf:GFlGTON99X,YLIN0.UDETE GENERAL SPEGFlGTONS BONDINONMEORGRCUR, MWI1 U:FTM 701 RAOWS FOR COANgL CPBI SSHALI.BE: �� ORIGNWSRM BYE♦=Mro BE FREE OF DEFECTS AND MANt NED FOR .16 FT Poq],H'COq>QAL CABLES.'TW- -H APEROOOFOM YEµ ARSR ACCEPTµCEOFTHE WSTALIATON BY DMMpETOON.VµQEDCWTNO BHALLEREPAOim.SE NOTE HER]N. BONOALLMTPWCCONpyT jNO UER THAT-TO ECIED TO RE-ANDAMAGEDOALVµQEDBURFACES. DCOflS SHALL BEa-Ot(!'-0Y1�4•HOLLOW M14TAL VARIHOLLOW ROUNMGROUNEDIREq ANOTOµ .25'T FOR-1IE/B'WAKIALOgA THE OWNERAFO ENGWER. NEW ENCmMSUE WHSEAGgOUND BUSOSPECPIED OR SOPRJm. AROAND GASw11f101G SLHALLECONE BYq LICENSED µIC MET FRAMETHATTCOSMERWIMIWD'NµEMO ALLWORI(SU6W.BEFFfiFORMm BV LNIIJSED CONTPACTOPS IN THE DEgTFlm WEEDER IN ACCORDPNCE WTTHAWS. WFATNERSTPIPRNG SAT6FYMEOP@IDJO REQUWRNENT50FTEFWE gCOOMRISH TARS BONA WOH CAOUNDWGCONDUCIDRBMW4MVM CABLE SHALL BE INSTALLED WTMAMMMUM NOMBEROF BENDS TRPDE NAVINN.VGOICTON. SFPARATONAEEMEY(-E1fi26El" &D:EDTOTHEUIBGESFGROUfIDw NDUCTOR"E3EYTWTHE S SE9EgLmIM¢wi¢gF�rEa eE�os�i ��p µD _ 340 MOUNT KEMBLE AVENUE SI DEVOTION,MODFK:gndN,PDTENAPPROINNGEWOE6IGN SEALALLPENE1PAG-SUD5EVA8EGVEEEM ORYANO3IEB. SHALL NOT BE MApE W111HOUtwWRIFN PPPPwPLOFTHEOY/TUTOR WTH ODW CORMNO FN SNCONE BUmWO 6EJIMITOR EQUAL. DOOIFYING BE IABEI ERATIRYWGlt1E TEEING LABORATORY ENCLOSUPECONNECIS)MAGP001DwGTYI BUNAVA OW I ALL EKIEPXXR CABLECOMP•E`IbN53HgLL RECOVERED WTIHA CERTiFYINO PERFOPMPNCERATNO. SQED OR MµMUM GROUNOVNFiEACCOMMOWTCN AVAI na c W ENGINEER W THERMAL&MOISTURE PROTECTION: - E-FU NTGROUF wATERPPOOF SRxwD KT. MORRISTOWN,NEW JERSEY 07960 CODRS SiW1HAVE BALL BFNUNO HNGIS,STAINLESS STE➢_WCK ACRUREPoRTHE CONCUR SQE,WHICXEVERI9 LE59. CONTPACTOP 6HALL VERPt'EKACi LENGTHAND DIRECTION OFTPAVEL AN CONTMCTog99HPLNGNEERSHOPORAWWE OF TOEOUFMFM THESE Sf£dFK:ATON95HALL IN0.UDETIEGENFAAt SPEGFICATONS SUITES&LENCmGgND FlRE PgTEDAUIOMATO DOOP CLO6BR SI_EMGROpEA_Eµ I SIDBWNOWOCONpU RB µOMAIStlAL3MTNE ENGINEER FOR PPPROVALPPOflro LCOKSETM MET GABBER STµpNRD REOUPiFMS•116. SHALLEs®SERIF ORCURSOVERLURREMFROTECIIVEDEVKE WF%3➢PgIORTOCON61RyLTON. FABRWTON PNO INSTALLATION PNO 9HPIL NOTPPOCEm UNA FOE-STOPALL pBNTRATON9THg000H BULGNG WALLS.FLOORS. pppp3gWLLLBEPAWTEO. (OCPD)SM WHERETHEUNGRO mCONpUCTORSAREWCRE(Sm CABLESHALLBEFURNB ANDW3fALLEDW HOUf SFUMSND ENGINEER APPROVAL IN WRDWO IS RETURNED.EACH CONTRACTOR AID CE6IINGS,WITH LISTED MIDACCEPIID MAtEAVllS TO MNNTAN W SIZEABOVETHESTAN.q FCPTHE CBRCUOSOCPO,Nd ETHE w OGNNEOTORS AT EACH ENO. SHALL MAINTAIN ON JOB SUE A DOMFETE SET OF SHOP DRAWINGS THE FWERATNOOFTE E74.•TNO ASSEMEY.ALL FLLNAT_PYLL 23 HVAC: OR-UNDNO DONOUCTDR PROPORTIONATELYTOTHE 2]CABLE TRAY: WUH AM DE ANDS UFNGN SHR BLDE9KRN4HALLBENOIED. RRESTOFIRNG D,FBEINANDP INAC•IRYSEWREDWPLACE THESE SPECIFlWTONS SHALL IN0.UOETE GENEPAL SPEDFlWTIONS CERVlGE TIONNDAR UF'RIEUNGRdUNDEp CONDUCTORS. -SESPECRTCATONSSHALLIN0.11D OENERPLbPEGFlCAT S t)ENGINEERING ^� MATERW.BµOmUPFAEM6HALLENESIGIN. LRBLSASHOR FWESTOPRNpSHALLBEINSTPLLIDWACCOROWTIH ASTM EBt4. gERFAU SERMCEMAINBOPDFEG OFPSisNGFOUN N.EDOON LECRROpE Y HEREIN. EE _NOIOSDODIREICTIONIDwACCdiDMICE °OVOUCIORS6ODDEBA¢mµDWBTALIEDPEH THE M19NPI�IIM OFEWSTAILEDWACCOPDµCE WIM ARV.-ITURERS -LEDIN-F OlALLVOOSµIACTURESµO D-BIE 28 LIG TNIN PROTEC REGUWTONS. G10LETPAr9WALLEM40EOFSMEISIA. IONPENSTAM METALSORSPEGFlCAT1oNb.ALLREM60FEDUFMINTOR gppUEDWACOpROANCEWTIIIMFNUFACNRIITBRECAMME.VOgTIONS WITIALLCODESHAVINOJURISDICTIONwBRTHE WOWL OqNTRIACORROBONRE914TµTFlNISH.FOUFNETORSHALLVEAIFYEKACT LOCATION-CATION 26 LIGHTNING PROTECTION: CABLETRAY 9HALLSEOFLADDERTRgVTPEWR RF COVFH ' MPNUFACNRFA THROUGXOIR. EDDPMEM µDPFWGNFFLD PRORro BO,FABiUWTON PND ANS EEDWWTONS SIV LINLLODE THE OQJERAL SPEdFIGTKfJg CUV.�m TOS.ERA0.9. FIPESTIPPING SHNI BEAPPLI®AS SOONl3 FRgCTiCABLEAFTER w9tgLLATKIN OF ANY WOPo4 ALL OTERIALS,m06RAHJT.TOOLS.A 1-TEUTDERTHE PQJETRAnON9AREM1NDEµOEpUIFMEMINSTALLE0. µOTXEORDUMJWO SPECFICg1pNS F1EREW GpgLELgODFA SHALL BEs�DTO FRgLL GBLEE wACCpRpMNCE R.- D.SW�IMONMEJESTE 6MALLE PIPINGSHOVNNONFLANSIS INTHERE-0. ENACT ROUIWD OF NEW TNELKM_pROTBTIONGROUND-SYSTEM""SHALL WUHNECAFONEMAII-IS-81. WA ERFOR,STREET EXTENSION-SUITE 860)46311 ADEDWTELYSEWRED,MAwTANED,ANp PROTGTEq SOASN" FlREST E-RNETMTONSSHgLLBE LEFNE .H µD MFDE THE IMOHALLBE EORIEWTHE FlOD. TON6ISTOFEQ-ALLEGUIFMEMANDOONOUCTMESMUCIUPES WATERFOR0,CT 06366 PH:(860}fifi3-1697 AVAn nwicFOR ONSPECTWN BEFORE RF[N DFlNISHESTHAT MAY CABLE LADDER TPAVB 6HALL BE NEMAdAE 12A BY RNINDUSMIE3,ECOME DAMAGED OR CREATE ANY HALWpMPEPSONNEL Oq CONCEALSUCHPENETRATION ETNERINO NATEAIN.ERTFIWTES TEWOgDSpROVOE OR IN6TALL,6-Eµ FURNISH µDWSTALL GROUND®SING AREBGROUNDOOmNNE TOANIN_GRDV MORE-. NhYWALLPOINTSTECH.COM FAX:(660)663-01135 PROPERTY. GROUFID I-EI-USISONBONOmtG.TSI PRE TOµ W.GgIXIND OgBLE IAIDEq TRAYSHPILE EUPPOiUEDWACWRpIWCE WITH 9HALLEMADEAVAMBI.EATl1ENAEENEECTON. THE GENERAL CONTMCTORSHALLPRO'ADEALL CU 5 µIC THE CONMACTORSILOVRS OFWOR(6HALL BE WALCORDANCEVVRH PATCL@D AS REOUPiED Poq TE WBTgLLATON OFkS WORK BON EDIFTHE LFGSIRO LGEFLLDWG,NR0NDE EFECTIVEY MAMUFACIUHFAS6PEdFICATONS. LOCALCWEAID ORgNµCES MID EAPPRwED BYTE OWNER ANY B0ILDNIGROOF RODFAIION OA PESTORATON SHALL BE BONDEDMTHEELECTRK+AL SERVES AB MAY BE JUNPEq ANpro CONSTRUCTION DOCUMENTS PERFORMED 30T1ATgOOFWPAWJ•PYINF4 EFO.OT THSCONANGNgSH ALLESPONSO--TiERHOTECTION OF ppOTIIONAL INGPOUND ELEC1Ro0E5 AS MAY BE SEQUINED OP P11 WOPo0.1ANSHIP SHALL LO••NOFBA TOtHE3E PEOUWEMENTS µD NO DATE REVISION AND IRPDTOR SHPILRRONDE SPFEry TRNOU_ FORALL OF HS CREW COMPROMOED.COMMCTOq SHgLLAARANGEEDROWNERS PR WOPKND MEWL UIUDIN LED NTs..WORK-DEERS WDGIED.ffTHE LPGSIS ONADEDWTED COMMUNKhnON SITEALL ALLLOCALCODES µDSTµOMDSTOENSUREbAFE G,OEGUATE µD WSUiETWT(M3RTCpEW MEMBBRFOLLOW95 VE WDTOt SOOFlNa CONTRACTOR TO PE�✓FORMgNYµDN1 ROOFlNO WORKIF PROTECTION OF THEBUIIDWOOCCUPMITS,PUHJCPNO PEPSONNEL. EOURMEMAREHS ATD TOWEgS SHALLEACH H4VETHEPi OWN GROUNDING SYSTEM. RiACTCES 9AFETYTgNMNG SIVLL WCWpE.BM NOTEE UMUm ro, SO REQUIRED BY DOSINGRCOFWgggqNTY.OTHER SE,ROOF SH/W. PRNIOEAPPROPRgTE BAWOEWS,AND SAFETYGugHpS AR FEOu1gEO wGRDONp RNO WTH EVERY RNG BOIDEDTOGEMER µOgLL 31 IXCAVATION&FILL: O 09I14122 FOR REVIEW:JRM FALLCHING TION,CONFlNEO SPACE FFITPY,ELECTPIGAL SAFETY,AND EMAI£WATEHIIGM WTH LDE WNgTHUCUONASSOONAS LIMTTTHE 3PREPDOF OUST WHEN dl1-TpJp BY W4TALLAlO BNWER4 CONOUCTNE SIRUCTUPE9WgA3E PRO%IMRYffBV°E9.K£BT9pGE6. TENCHWGIIXCgVAnON SAFETY WHERE BUCK WORK IS EJa=GUYED OR PRACRC AN.ATCOMPETIONCFCDJSTRUCTION TOCONTAWNR-.EM4TEROlL9. ISO:ATm EOUIFMEM,ETCJ AL30 SCNDED TO PROv®E A COMMON -ES 1 11123122 REV.PER COMMENTS:JRM ETcnPo'TEREn' ALLPDNETwnorvs wm ogTlwoucH BUI.gNq sH¢TEP,EQRnPMBNr. grvr dsquprroN wfiunnwD SERNCE SHALLEKEPrro AMwpnuM ELECTUGLL EDUIROTDN1W1 srsTEM wfl ALLCDNDucmEELEMEPTrs XIFEIN 2 01110123 REV.PER FAA-IA:JRM PPRYET REOUW ANERE UIEp ASAPPAT Of THIS CABINET ANO SVAILAR EN0.05URE EJL1ETIOq WALLS,SHPLLESE4LED AF RO-NOT BE IMPLEMENTED WRHOUTTECFlVIJp PRIOR WRITTEN µDSMUCIURES. p N.1 TAR SHALLODA YTYAREg95HOWNro SE MOOPim A9A WORK SHgLLNEETALL OFTHESAME REOOWEMENT9 A9 PSiMANEM WISH 6LIOONE SEALER APPRwALOFTiE FACWTES dREC10R COhDUC10R6: - PPJTOF TU9 WORNAND ONLYroTHE D(ISNT REOUIRFDro SHED INSTPLLAIbNS,SWVJ_METALLAPFIK;nwiFCAGE gEOUREMENI9, 09 FINISHES: ALL WORC SHALL BE COORDwATm WITHNLTRPDESAND NITIITHE NIN nAWG50LD BAliEl1(•m®aOPPQi(6Biq FORgLL DVEAIPM]WgTEq FLOW AWAYFROM SITE.-MADESLOPESSH41. 3 05128124 NEW EQUIP.DESIGN µDSHALLBE COMFLEIS.Y REMOVED ARSR RSPURPOSES HAVE FPD6.TIE8 D6iEGlOR RETRIED iO THE WSTALJ•TON OFTIIS RSOJECT. WGRDUMD CONOUGIORS. NOT BE 9IEEPERTHAN 3:1 MogQDMALNEITTOAy.SEDMEMATON FOR REVIEW:JRM BEEN SERVED. THEE SFEGFK:ATONS SHP111N0.UDETE GENERAL&PECIFICATION9 .MIIN nAWO COPPER GPEDN STUWDED PoRBONDWG qNO FRGSICN CONTROLS SHONNAND 9FEGFlED SHALLE -STING UTJTY,SERNCE,STRUCTURE,EOUFNIENT,OR FDTTURE IEREIN. THE DON-OR SLNLL TURN-TO TIE OWNERAT THE TIME OF ANDERISHEDBEFORESTR 110-NDSPE IRETATION. OBSMUCINOIHEvlOPlcsHnu ERFJUovED AND,oR RELodnmgs RRESEPARw AEEMBLESSHALLEIHOURRFERATEDND COMRERONOFALLWORKTHgELOpIESOFTHEOFIR G, STRUCTURES•ANDFORwrER-BYSIENI.-N.OF woNmUAL 4 06105124 FOR FILING:JRM DIRECTEDBYTECGNSTRICIONMFNAGER SHALLCONSISTDF35p'2SGAaALVAA®6)EE__AD °NDENJGPM1SR.GTONMANUALSWHICHSHU IN UpE ALL OROPMCMATE-ANDDEBW5-ISSSTIFFEGADS LED 5 F PSE9fO515 FNCwNTRED DURWO WORK ENECUTON, CHANNB.S W^+R1 CB4J7 O.19TN1m Tl@O.C..CHgMF1.59HgLL BE EQUIPMENT EOCHIURE,PRINO AND WI(ONG DIPGRgMS,DRAWINGS. •NJNABAWGCOPPEFGREENSIMNDEDORALLEOUIPMENT BEFORE ADdNp FLI MATERIAL CONTPAOTOR SNALLIMMEOATELY NOTIFY THE CONSRRUCIIDN MANAGER MID CFAE ALLACTVRES WAFFECIEDAREAS UNiL AATTTTAACCHHE .G BONDING.ULLE NOLREMBAN EMM SI LLBAGJFPO]EN EDD roO IX µ%_0TA4NGOSTEFL SCREW TO FROCEDURESOFALLNEWmUPMEfTw9)AllID. .COST-AU-114-NDC°NDKTORSINTHESPMEH°RQONT1 GROUN°.FUOIDJ MATERIELS.SNOW OR ICE SHALL NOFEPV.CEOW SIDE FN•ERgLWDOLBATTSSHq BEFRBETNENSTIDSAN° THE WNTPPDTOP SHALL FlLE FORALL PFAtaB µDFA-FEES PLANEORWApOWNWggDDIRECTONAWAYFROMTHETOWER µY FILL OR ENBANKMEM. NOTFIED BYTE CONSTRUCTONTO RESIINE OPEAATON6. STWLEDIN�� -EDUFMEMAREAq. ANST.EIECTOCALANp MECNGT,E FORURES,PIPINOWIRIN° G (THERMA-.SAFBOREOUNJ.ONE---' REQUIRED PoRIHE NSTALLATON OF HS WOPK p, FlE SHALL BEPLAOmwONEFOON,,OTEND SS%D,TS AND EQUIPMEMOBSTRUCTNGIHE WORK SHALL BE REMOVED YPBUL1WALLBOPAD WSTM C36,TYFEpSHALL BE WSTALLEDFUDM THECOEDBY R6HALLOUgINNTEENIANDINO µD WGiI( .-ELONORUNS.hW1EDREOTRONSAS MUCH Pb PoEIBLE PLPLE SIPUCTJPAL FILL 6HALL BE COMPACTED T095Y OF trs µOpPfELOGTED A9 pIRECTED BYTHE CONSTRUCTION ROORTO GEEING EgdI6DEINAGCO COMPOUND WTH MPNUFACnURSR9 Wy gTym BY WMTO BE EPEE OF DEFECT6 µD WORKMANSHP FORA 'PLTCETHROUGH NON-METALLIC BLEEV6 WHQJ PASLNO MgIOMVM OqY UNRWflOHiIFSTFD WACCIXVDAM1GENTRI ASTM MANAGER,TEMPOWWYbETM°EIN1IIiRUPTWN3 MUSTBE MMENpgTONS.VINYL JdMCdNP00NDµDTPPE SIUILL BE PERIOD OF ONEVEM,AFTER ACCEPIPNCE OFTHEINBTALLAnON BV THROIJOH Fl-OOPS,wALLS,CERPJGS,AND SN4LAR 9TRUCIUREE. DibST. O� �� COORgNATm WITH APPLIEOMALLJOINi4PN0 TOPµ0BOTTOM SEAM95EALEp.ALL THEENONF.STAFOOWNER• .-AU WISH EARni WITH IXCAVATIIXJSFORFOOTING9S-ECUTLEVELTOTHEREQUWm 1wI FETJETRATQVSMROUDH P95EMBLY SHALL COMPLY w'RH FOE TIE CONTACTOR 6HALLMOVIOEPLLRPANG3,HOISTIVOAND F%aIXERNXI WE1DWG.MUKEALL OTtOR CONNECroNS KITH DEPTIPNDTOUNDISNRBEDSOL,REPORTUNSURgBLESOIL SCAFFOLO ` Y(i 04 CONCRETE: STOPPING SPEGFK:ATON. INGASREQUW Po EIN EDRTST-TIONCFNSI EK NIO WEEPING,IRPEVE GECONFREGSION CONDTTONSTOTXECONSMUCIIONNANAGER. � �� TL+.1. ^�� P. THESE SPECIFlWTONS SHALL W0.UOETNE OENS+AL EN5nND CONCRETEg9LAIGS SHgLLEPATCHEDANG PAINTED. CONNECTORS,ORUSTEDCOMPRE591CNTWOHHOLELUGS. 1RFNGHIXWVATON95NALL BE BACKF6.LE0ATTHE DD OF EACH 1'1 L 01 GENERAL: - OMFA FXISTNp CDLWIfRTYPE95HALL PECETVEONELAYEAOFTVB' �wDESIEVES PoP µDPIRWG PASSNO TdLWGH PPRTTIONS, ,WSTALLALLCONDyCTORSWITIAMIMMUMIBWWBENDRAOUS Y. SPECFINCRETE RENEW. GYPSUM WPDBOPHD(ASIM C35-TF£101N3TNJID INACC GOD- OORORMA90NRY gL_p C1(9LEVEARDUNDWCT WiR1 (�O AEREVLI QONS USEDNTESESPEQIFlWTON9 WCLUDETE MPROVEDm PAYED MATRRWLSLEEYESSHALL EIBME µpI.O BEND LONGIATLYW A90 EGRE MC.-BENDS- TOWER FCUNDAiON E%CAVATON,BACKf01µOCOMPAC110N SHALL SU FOLLOWN ALL CONCRETE CONSTRUCTION SHALL BE DONE IN ACCORDANCE WTIN MANOFACNVETS RECOMMDDATorv9 AND EFLMSHEDw liALV E HOWZONTAL ORDDAWVVARp TOWATOS FARM, t✓ AC AMERIGW CONCRETE INSTITUTE WITH THE AMERCAN CONCRETE INSTITUTE IACD CODES 301631B. A�RDPNCE-FIRE SEPARATION ASSEMBLY SPEQ F-N. µ®BIRETSIELSEN-gLL SLEYE9 WFATHDTTGM .ALL CONOUCTOg9 PASSING FPDM AmVEGRWND TO IN-GROUND EwACCORDµCE WRHtOWER NANUFACNRERS06OKSM0 (' /r PMERCµ NATIOIVHL STµOgPD9 WSTME LATEST REASON. FITTED SPAGESbHgLLEFIRES OPPED. THROUGH EMF BWN19. WNNELTONS.WXERE(JIPOBE0.91W.L BE COVERED µIC 6PECffICATONs. µq ALL NEW WALL.6CODP4 SHN.L REPAINTED USwG BENJgNJNMCORE SUSPEND µDSUPPOgTALLNEW pUCIWORI(AOO POINT FRXV PROTECTED WIM ANDMMTAWCCGNOUTTSEgLmgTBOM "TTNEGRAVELMATSUgLMAYBELSEDFORtRENd1BACIFLLWWERE W9 PMWCµ WEEPING SOCIETY _ ALL CONCRETE USE°SHALL BE-PSI RB DAY COMP PNM-ACRttlC 9FA9i31093. ONLDRO 91R0CRURE ONLY. ENDS, CT MATER4LL IB NOTSFECIFlm.IXNVFI MATERW.FOR COMRRT iC +F S I' . N Cµ WSMUTE OF STEEL CON3TRIICTION STH(NG1H).THE CONCRETE MIX SHALL BE RABID ON USING THE DUCIWOgKS-EFABWCATEp MIDWSTALLm ACOOPDNOTO •F 20RMOREWi3POUN)CONpUCTpSARE E-PATH IRO`g1SgC14rt1SW NQTGOMNNROaKGREATERTHµ2Wgff„9 ASE PMSUCµ SOCIETY O=CMLENGWEEWS FOLLOWING MATERIALS AND PARAMETERS. PAwT COLOR SHPLLESEIECT®fLYGOVSTROCTONMµAGfR. R wDWMETFR. . ORFACE9M SRED0NNSENO ONS.RBNE ACCOPD WUH HFV STATE CODEµ05MACNA LOW PRESSURE-SUE AND METAL RPL..F.IPPWO.BONDWGFOLLO'SHO .MET RPNOOq q4(j•' SUCµ STµOAROS µOTESTNG METHOGS PORTJWD CEMENT: A9TM C150,T1 PNM NJWUFPCTUTBRS RECAMMENWTONS,PPMEDAND R-CFNE2 -.-EDITION.LAE3TEDRION.PROMOE VOLUME DAMPFWS NTTH RAD4IL.OR SIMOAry,CONBO•E WTRIASHAHED SINGLE BANK OR CRUSHED GRAVEL SHPIICONSiSTOFTOUGN.DURABLE - CR91 CONCUTEHONFDRCNGSTELWSTTTE AGGREGATE; ASTM C33.1 INCH MA% FlNSHCMT90F PANT. - LOLIONGOUADR4 ASN ICATEDONTHERANS.OUCTY SHILLL CONDUCTOR PAgUG..--USHEDOR UNCRUSHED GPAVEI-EPEE OF SOFT,THIN, ' (�- KT.ES WIEPNgTONALCODECOUNdLEVPLIMTIONSSNIGE BEMLV.SHEETNETAL E IF-ANOTOWERGROUNDRNGSSWILLBE LLONLATEDOR V.NWATED PIECE ANp METTHE SPEdFED F NIA TELECOM%q--NS BIDUS1Rt'gEOCIATION WATER. POTABLE ALLPAWTSS KINCOMRYNKEWTHALLSTATE,FmEiNL µIC PROVOE6UPPORTSIEELASREQUREDFORWCM'ORK. GRADATION. ADMCOIRE: NON-CHLOROE LOCAL VOLg14E aROgNJIC COMPOUNpRmUREMENIS •B01•IDEO TO PNY WTDUCTVE OBJECT OR SMUCTJRE COTTONS pgOCE35ED AGORE(LATE BASE SHALL L01•SI4TOFCWR4EANO FINE _UL UNDEWNMTH29IA90RAMRIES PAIMCOLOR SHALL MATCH ENSTWGABUrtING SUiSAEG INHERE ALL WIRWOOFFµ9,AL1HM5,ETG SHALLERRONOEDBYTHE FETOF EdUIPMEMGROUNDRwOS ND WITHN 20 FFETOF NI NgTKWgLELEC-OODE AIR • aECTUCAL CONTACTOR UNDER SUPERA610N OFTE HVAC roWBi GRIND RINGS. AGGTEMTESCOVBINED-MIXED SO--RESULTNG NFPA NAnONALF6iE PROTEODONASSOG _ SUN- 4INCH APPLICABLE CONTRACTION, .WSt MNIMUM IB INCHES FROM FOUNWTONSFOOTINGS, MHIFAALDONPoRMSTOTHEGRgDgTON.COURSEAGGREGATESHgLL - EW EDUIPMENT ROOMS SLWL HAVE VCT RCORNG ANDVwYI BABE. AND 61MIUR. BE ETHER GRAVEL OR BROO:N SroNEANp FlNE ApGREMTE SHALL "OSHA OCCWATONAL 9AFETYANDHEALTIAOMM 7DoN 'ALL CONCRETE EDFOSEO TO FR®NG WEATHER SHALL WSTALLMNR BASETOBOTHSIDESOFNEWWNIS,COLORSAND COATALL 6UPPOPT STEEL FJO.OSED TOWF THEA WRH2CWTS OF CONSIGw_.. R09T NHIBTUNG PNM. WSTPJL ALL IN<iRO JD RNGS,RADW9,Bd•O6 COMJEOND THEM,E UDEGNDIIALTPPDE,SECIRUNE,AND CONIRgCTOP SHALL CONTAIN ENMNFIEO NR PET Aq 211 TABLE 42.1 OFACI3tB-05. PATTETNN9ro E6ELELTm BYCGNSIRUCIION MANAGER BANKGMVEL FLL SHALL PAE WTHTiE PoLLOWNG S¢ESWAPE W0.UDE TESE pFNSAL SPECFICATOHS. ALL SUPPLY OLKOWOPo(SHALLBE WSUATEO WTM FOIERGLASG µ-NN30ILLNiOROUNOGR MESH SEVE6 O,pT-•TY� ` �j,� ALL REINFO)- S DWRE FAEFIC TM CO GR E 09 PRIM NOTES' HISUTATDN WITH PoLFACE VAPOR BPARIER JACIET. •MN 30INCHES BStAV GRADE,DR 6 WCIES Bf]AW TLHE FROST '/`•�V THE FNDNEA IS NOTRE6PONSBLE FOR NORA GOAPANTOR OFME I-INTH PASS 1µ• NSTALLWGCONTRACIgi9 WORK,ADEGUACOFAMSRE A18S MEg.WELDED WORE FABRC SHALL CONFORM TO ASTM THEE bFCCRWTONSSWllLIN0.0DETE GB•ERgLSF£LFOATIONS TIE CONTPALTDRSWALL CgPALL OUCTVORKAS SHOWNONPWNS LNE WNCHEVEROGPEATBRDEPIH. 15i6x WTH Pg6s I10 EM 6UFEPNSION OFANYWOPK,µD6AFETY W,ON,OR A106WEL°EDSTEELWBiEFASRC.SPLICES SHALLBE CLASS IY IEREO•L MID PEMOVEgLL BRANCH DUCM1YORKMND FlFJOBLE pUCWJORCA6 •IwN2FEET FiiOM FOONDATON3.FOOliNp6,OT1ER OgdINOING pd5%WITi pA66Fb - �FCSJ�� PSOUTTE.-STE. µDALE HOOKS SHALL BE AG STANDARD UNO.REINFORCING PAPITINp SCHEDULE 6HOVJN ON RAW. SYSTEMS ANDSW11L4R STPUCIURES.EXCEPT WHEN MAKIJGA trt0-HPAS31100 ANY REFETEIJCEIHREINTOµ Oq EQUALTEN.IlATEQUAL TENT EARSSH)LLL BECODBEMWHEREREQUWEDANDTIEDBNOT 1.FSSOUSMETAL PQIOVEMLDUCTh0RXASSHOWNONMEGUVNICALREMwAL PLOT BONDMPNYOFTIESE 4IRUCIURES DON BDNpro 0-5%WRIT PA591200 WELDEED). FOUNpgnON NTFRNALREOFOPCEMEM. SHNLEPiE-PPROVm SYTHE GCNSTRUCTON MNtAGEW BEFORE - LEAN50PFACENOONFORMgNCET059P --ICµ DS• INCLO NG,EGGGR T.LLESND-A530GATEDDEVK£9. BANK GPAVFL BPSE BINLL PASS VrtR1 T1EFOLLOWW09QE SDUgTE ALL EQUFMENT GROUPED INACOMMON AREA COMPOUND,NIATON THE FOLLO`MNO MINIMUM CONCRETE COVER SHALL BE FOWSNroOL CLFANwG 26 ELECTRICAL: STIyCIUPE,OR SIA9LAR SHALLEBONOm MABwGLEiOwT MESH SIEVES ALLTRADES EHALLCOOfOPATE THEW VIOFiI(WTTHNI OMERTAOES PRONGED FORRFJNFORGNO STEEL b.PPoME BYAP0.YWGONE•30TCOATOFTENEMECSERE31 THERE 6PEgFlWTONS SHALL INCLUETECEF✓ERALSPEGFlCAnON3 GROUND.PFFERA ANISOU,TEDGRD1fID BAR.50lDT1@OROUNO 1a0% VAM PA44@ µDOTHSi WORKµDCONOTION3 Ag APPROPRAIEORPEQUREDM •CONCREECASTAGNNSTEARTI=3W. PRMFA®26;3.0 MILS DRY. NEREN. BPAroTHE SY41S4 WIM h3N0AUM SIMILE BONDING COPOUCTOR.F S3-12 qo COHFLICi&.RESd.VEANO COORD01AlE ALL CONFLICTS WTH .CONCHEEE EIffOSm TO FARM INi WEATHsi: cFWISHBVAPPLYONGlWO SPOTCWTS OFTENEMED SERE 1025 SON DINOMµWGRWND RwG.WSTPLL2BONDING COMOOCTORS 100% NITX PASS 2-1/4• ALLAFFECIED WOPKµDEEOPEMTONS.COOPdNATONV/THTHE ALL FLECTRCAL CONWCTORS: SOEgHALLBEWOHTHEOWNER,OROMNERSgP- •• ♦SANDLARGER-2W. ICOLORAT2EMBSPERCOAT. •WSULATON SHPll BE M2NMUM 60WTYPETiHN,TiWFY2,OR MININUMW IIACHCONDUCIDRINSTAL REC110NALLVAWAY Bs-1Go%wrtH PAss IF DESIGN PROFESSIONALS OF RECORD REPRESENT ATNEFOBEVER-IN. 1gTm TOTHEwsTALLATGJ OF • 1SAIDsMALLER-112 N. a.C➢LOgroIMTCH E%ISIWOBULL°wG COLLIE awNFAro KpTA•. FRONEAGYOTIERANDPARALLELTOTHEw-GROUNDCWIDUCIOR, laa%wrM PASS I-12 . IPPRCOOVE COLOR MATCH. -NOTECOMVECMNS. THIS PROJECT• •CASTAGN ST EXPOSED TO EARTH OR WEATi£R OR NOT •BRANGICWCUR CONOUC10FR36HN1ESOFTORANT195A uDx wITH PASS v^' PROF:SCOTTM.CHASSE P.E. EGTONS SHNL BEWSMICTADCORDµE W(MALLPPPLLWBLE CAST AGNNST TIEGROUND. N. ATEDMETPL NEIDER COFIDUCTNTY RDPEfLLY REFWEDCOPPFW. TO-EAGROUNERUE 565% M'TTi1 PA69I10 ALL APRJCAEE CODE-1-1). BEAAOONBIETO .. SEWSADCOL-9µ IN. 26 PRMEEDONNITNG OALVAN®MT PRMERATSPPEApWp •FEEDERCWdURCdJg1LT0.4S SHALL BE STiFR COPPFJi dR •EACHTpWER lEGOPOLES. I-E ENDS ON o-25% wlM pggg.4o COMP:APT ENGINEERING ALLAUTHORTTO:S HAVNG NNWIOTONTµJf,WHFREA LIXNFlJLT RATE TECOMMFNDED BY THE MANUFACNFEUMAgHEVEA AWM2MUM OFTHE MPiDPP1ATE 612E FDRTEAPPIJWTION,ORAS DES. OR MONOPOLES,SHALLHAVE2BON05ON OPPOSITE tr10% WITH PPE9IlOD ADD: 567 VAUXHALL STREET •• BEAMS µDCOLUMNS"112 W� ___'_US. tr6% V•4iH PPS9 f200 FOISTS BERVFEN CODE6.RAN6,6PEgFILATONS,ANOpRAHJ.TIE roTALDR/FllMTHiCIONEE DF SPmIRICP11T NOTED. WFT B45E.NOTM VDMCALroWEA 6TRLICMRE, EXTENSION,SUITE 311 UMCRRY 6HALLAPPLY.WHERE CONFLICTERER CI CO.CRAM 1.SHA G PPOVO ACI ALL SJC'ON EDGE5 BETLNNNMCOPEIPON CLPD MLVM®METAL LATIX PRMf1R P(FMMIDE UBE TALL NATION ENDSW RJOES. BONOroro PROCESSEDAGG 696ESWLLL PAE WTHTHE FOLLOWWG9�S0UARE BTWENRANGNDSPEgFOgTON6,PLAN 6HALLAPDN WHFWE FIE OR EO 2C •VAS UTDESONATIONATALLTEPMSN-SURJO3,SAUCES,AND AWAY FROM TOW I-EA CORRESPONDING ESH SEVE3,OF CONCRETE IN ACCORDANCE WtM ACI 301 SECTION 4.2.4. � WATERFORD,CT 063BS SH-S CONSU-ERVE)•IMfrNSHEETS.CONSMUCORIC AGER b.FP25HWIM2COgTSOFSEA9aLOS3 ACR ENAMAELg- OONDET.PA65-T16RWGH WALL ENCLOSUES. •EACH BOND SHALLHAVEA CORRE9PONdNG OUOUND ROD ON THE Rtr100%WITH PP559-12 SHALL ECONSULTm PWORro COMMENCIJp ANV WORK O NCREIE SHALL BE RACEDWAUMFOPM MANNER AND AT6PREApPJOMTERECOMMFNOm SOFNOT ES3T RSRN ALL COND UEFO EWAV•VAREWAYS,DICTS ETG SHALL BE U9im RWO ssasx wrM PAss t-12 DEVELOPER:CENTERLINE CANIRACTgRSNALL PROMDENILABOR MATEFOALS,WSUPANCE, CONSOLIDATED WPLACE gCNEVEAMTAL DRY FLMTUCKNESS OF HOTNESS THAN 28 AND SUITABLE PoRTHEPPPLMAnON.ONLYT1E Fd10WING CONDUIT& 'EACHBING-EACHCONDUCTOR IFECTESF-SITTOWIIR i5% WffH PA553R4• EQUIPMENT,WSTAUATION,CON6MUCTONTOOLS,TRgNSPogT TON, MLS BEN lNMOORERE0AL-.0 OVWn-AdRYLO UTIX AS APPPOVEDAND LISTED FIXR TiEAPPLIWTON SHALLBE MIT9 FONT WTM EAGI CONDOCMRGRECIEDWOPPoSTE COMMUNICATIONS LLC ETC.,FORACMMLETENID PROPERTY OPERATIVE AID USABLE CONCRETE FOOTNGS SHALL BE CAST AONNSTLEVEL, ENPM lI333OR EQUAL ACCEPTABLE: ECTIONSWTHAPARNLELCONNECTON GNTHERINGON 5i5% WTH PAb61µ• YSTEM TiROUGHWTAFID AS WDIWIED ONTHE OgAWPJD6µOA6 OOMPACTEDNON-FROI-MBESgLFREEOFSTANDNQ S.ANIENNAPµEtg .ELEOTgIGLMETgLLIOTJgWO(EM0 O1oPFOSTESOES OF-GROUN.ROD. 12. WTH PASS- ADDRESS: 5550 MERRICK RD., 6PEgF®FERRN AND,Qi OTHERNASE TiEDUWED. WATER. d 2-12% WISH PASS IIW APPLV SHERNIN WLLJAMB Po LµEd OREWAL COLORM CONJRES6IGJ CDIIPLLNE PNO CONNECTOR60NT MADE UP _FNEMAREAGROUNONG SUITE 302 CONTACTOR SHALLVERRVALL EXISTNG CONOI}ONS.WSTALLATONS. OS STEEL: MATCH E%ISM'G STRUCTURE. •WPENCVITOM. •COMMUMWTION AREAS ON EgHTH SHALL HAVEAGPOUNO RNTL. FlLL MATRIAL 6HALLBE FTEEOFORLMDC M4T6LAL.OE,TRASH µIC AND EQUIPMENT WTIE FlEm PPIORro BID.FABFIOATGN,µD 4.COAXIAL-ES .FLEABLEMETALCONDyffF gANDUOUOTKLHTFLEJOBLEMETAL •BOND ALL EOUIPMENrrogSWOLE-POPTGRauNO tGROUTD BAR. DEBRB.REFERroGEOTEGWI-ENO'NEERwp ASAFRJCAEGFOR MASSAPEQUA,NY 11758 wsrgU.AnoN OFNUT WORT(. TREE sPEdFOATIXJ9 SHPLL W0.uoETE GENERAL SPEdFiWTON3 FlLL MATERIAL REQUIREMENTS. HERf:P1 SFWSTAPPLY ONECOAT OF OiM EONDINO RUMFW R-6 A9L9.ORY CONDUR(LFMG. •BGONOTEEpIPMEMbWGLEPoIMGROUNDro THE EGNOTA-TUT 3/SEdMENTATON6EROSION CONTROL: OGNTRACTDOSHALLVERFYALLDPENSIONSµ OONDTONS . MATFAWL9. _ FN'SH. •FNAL CONNECTIONS ro WBRATwO OR A IUSTABLE RDUNDMGWTHMIMMUM2CO�IDUC100.9DWECiEDW FE1-0-RTOFA C-ON µDSECTWNOFAM MATFPYLL.THE EQU--W0.UD-BUTNOTUMITEDTO,LOHT aPPO6TEDWECtONEWUHPARALLELCONVECUON30N--G, THESE-CATONS6 IN0.UOETIEGE•ERALSPECRCATONS NOTE: FTNGSVETTR SHPII BENOTFlEOFORNSPEOTONS-FTOCLOSNG TUENG WGE ASTMA%2,GR 60 FPDSH WTH TNO COATS OTM ACPYIJC PRMDLFW`ISH R.SS F-RE3 HVAC UNTS,TRANSFORMERS,MOTORS ETC.OR VMQiE •FEWffMEtT ISENCLOSMINASHB.TFA NEPRN. FlENEIMTONS PND DFAM CONDTONswwDNpR_ TRPNR ASTM-..RB b MOS.DMF1MSp. EDUPhEMORAOEDUPoNSLPB ON-0RADE .IFTHESNO.TERISCONSIDEREDTOBEE-SEDMAgRCLT CONTRACTORSwv.LMINI.w2 DI-SANCETOEwgr.SUEDURNG IT IS A VIOLATION OF NEW YORK STATE COMPLEDONOFTHEWORKN-DOROANCEWTHTHECONTRACT RPE ASRAA53.(iR0 e.COLORTO MATCH EXISIINO SMUCR1TiE •RICO GALVM®STEFl(ROB). LIXLRMwG SIRI(E,IN6TPILABNL°ING OdITNwD PROTECTION CONSTRUCTION.EROSION CONTROL MEASURES.IF REQUIRED DURING EDUCATION LAW ARTICLE 145,SECTION IXIOUMENTS. Bq.TS ASTMA125 EYh-NµDPFEPNiATON: •ALLFITT.00NNECTOR.µ RA'.000OSSHALLBE SYSTEMPERAFPUQABLEVEPSONOFNR+A l60. CONSTJCTON,64RLBEINLO THE LOLL NFORNANCE WITH CONTACTO GS VISRME9TEro MANA(iEµDOgW APPRwgI GPATWG 'I1'PE DYV-2n-lµxY15'BATS) 1.DONOTAPI-PNMINBNOWRAW,F000RMISTGRWHEN TLflEAOEDAMDEwwRENC1ITIGM. •BON-FIXED CON�UC EUUDING COMPONINTSTCO- GU.-B FOR EROSION ANO SEDIMENTATION CONTROL � 7209(2)FOR ANY PERSON,UNLESS PoRALLTENPNT d4gUPnONS,POWER OUTAGES. BGEOULES. EXISTING METALS ASTMASB RSATVEHUMIDRY IXCEIDSBS%.DONOTAP0.YPAWTMD- ROAD POLVVNYL-DE(PJC)SCHEpULE41ORSC11EDULE SO. µ-MITE BULDINDRwGGROUNDATMEOD-B.T-0SIS LNIRSOFdFA .NNGGRu65INGSHALLELLEAgLYNN ACTING UNDER THE DIRECTION OF DETNITONOF WORKPAEAµD WOR-RARE.-PEP O-SURFACES. •M4YEUSm PoRSEPVOES,EXISUOR BELOW GRADE,PND NIET ttPIWLLYOALLEITEHNDGROOAD,DONOTBONOEOUIPMEVT 9EFIXiE COMMINCI.VG WIM 90GH WOPJC PROVIOECFTIIFlGTON T WT WE1DfABTO B3USED W WORKATE TO THE Huo aRoulm, LICENSED PROFESSIONAL ENGINEER OR BULWN45REACCESS,NgSEAM1O C OFTDAU_wo EMENfS WTM VEPFYTATSUBSOATECONGIIONSARE_TGFEc_ LOWTONS. TEBULDINOEITE MPNAEMEM PROq MALL WORIL gfJt' LICENSED ND HAVE WTSFACTOPLY PASSED AWg QUALffIWTON 2 WORK EXPhVNESURFADESCHEWLED TO BE FlNSHED PRIOR .BONDALLm01-TOOETERMAbWGLE-POIMOR Wf6iOP SEDMEMATON AND EROSION CONTROL(SEC)h1EASUTES SMONRJ LAND SURVEYOR,TO ALTER AN ITEM IN TEST UNDBRTHE PROVISIONS OFAPFEFON D.PAF119 O MID IA OFTHE •SHN1 NOT BE 0EO W CONCRETE SLABS NOR FJ(POSFD WTMN A SHNJ.BE INSTALLED PRORTO LINO CLEARING,IXWVATON OR DSRUPTONS SHPLLEIEPITO gMWIMUMPNO SHN1 BE DOMMETIOENENTOFw REFORTANYCONDTIONTHAT MAV GRADNG OPER4TONS REOUPiSiEFfT3OF LOCAL WETLANDAGENCY ANY WAY.IF AN REM BEARING THE SEAL AIRS CODE FGi WELgNG N BUIMND CONSMOCTON BUI.DNG OR STRUCTURE. EDU"ENT RING GROUND QEGR'BOND THE SWGLE-FGNT OR EGP iMR.EMwT®ONLY uPaN WRTTEN AwRwu OFTHE owNER. PDIEMwLLr AFFEcr PRGPETAPRIcgnoN. TD TLHE ExrERNnL mUIFMEM RNG DRDurvQ. OF AN ENGINEER OR LAND SURVEYOR IS ALL GUIDING CONNECTON PONI9 TO E CENTERED ON OOSIOJG •MTN-GLAD LADE PAG SHALL E MET PPIORro FARRAYDRK OPEMTONS. TIE CONTACTOR SWILLS OR COMPROMISING CREAIWGPNY HA2APp S.1F3T9HOP TUTTED PPJMER FOR COMPgnBLiTV VNTH 60BSEpUENT •PNDE GRWND RODS ATTEf:OUPMDNTGPOUND RING CORNERS. MEAB NGTwNT EGRESS OR COMPUOMOINO SRE SECUMV SMUCIURALEgPPJG PoWTSANDTIELOGTONS METOEVERFlm COVER µgFµg, •CONCff•LID WSTALLATONS ONLY. -U.LONTWCTp ON.FlONBIBLLTYTOMAPTAW SEC MEA6URE9 MEASURES WFlFLD PRK%RMTNE FA8RIQ4TON OF 6REL. 4.PERFORM PREPPWATON MID CLEANING FROCEDUPENSIHIOT •WTHN.UTEF TH SMOOTH ORCORRUWTEDMTALJ,ACKET GROUND O THROUGHOlR 00MTON OF PROJECT UNTL d9MiBm NATO 19 ALTERED,THE ALTERING ENGINEER OR S PRORTOFORSoUCG ESWOR G_ES.OSURF RSIKWA DE9aNMlOCOED ONTONOFSFEDFIORONFO DESONPoPAA ACCOfIDPNCEWIM OpATPIG MANUFACNRERSINBMUCTONs JVD PIa O-ES.ALCOOOVETTIEMETALJACIRT. •SEPARAT THIEBETVENAN-`UEEDR00.53HALLBE NO THogo.1-Im.SYST LAND ISS-AL AND THEAFFIXT OTHE NEW AREA FOR6M0CTAEE Oq VFHIGE6.CONMACTOR 6HgLL TOME WIESTEDNTON OFAISC SPEgFlWnON FOP'TIEDEBON. PoR WGIGUBSRATE CONDTION WFWISHm SPACES.ALL CONDUfi9 SHgLLECONCcnimIXCEPTTO GDBRTAN TIEIR DEPTH.IHIGAPRJESMALL RODS INTHE FNLLURE OFTHE SEC 6VSTEMS 6HALLECIXRPECTEOIMMEgATELY ENGAGEAMAaKQUT.DRwDETOIDEN-ANYUNDERGROUND FAeR)u,TmN,vDERECIroNorsMlxauruL STm FGRBNmpwcs. s.cDRREcr DEFEcrsAND aEAN suRFncEs wwuR AFFEcr wDPK 6Y REM HIS SEAL AND THE NOTATION MANES FINAL CONNmTOY ro EQUIPMBNTNOT MOUNTED W OA AND SUPPLEMENTED WIMAOIXTIONPLMEASURESAS N®ED. STRUCTURES,CONDUITS,AN. - E4ALLSOSTNG NOM15T%ICTUMLCONNECIIONS FOR STEEL ORATNO MAY USESB' OFTHIS SECTION.REMOVEEXIBTWGCOATNOSTHAT S(H®RLCOSE AMNST FlNISH MATERIN_ RVE RTiE-RUNDCONBm SOIL WITHTHEMPATSAME TOP.-SHALL BE SPREAD TO FINISH GRADE ANDSEDE.AS SOON "ALTERED BY"FOLLOWED BY THE •DEPTH AS THE-ROUND CONDUCTOR FNOT PO66WLETp 9EWELWATFD GASELECENTIIED OR ENCOUNTERED. DIAMETER OALVµOEp A51MA30)BRIE UNLE FAB.RMSE NOTED. SOfRFA.S.uCT&. ALLFSRLYSµIC NDNGNC GROUHNI HAVEASFPARATE NSTN_L E LALLY.RAOEASG.OSETOWRPI LASFOSSIBLE AS FlNISHm GPADES MEESTABU6HED.6TLAW MLILCH,JUIE NETPID SIGNATURE AND THE DATE OF SUCH UNDEAGROUNO UITUIIES IDENTIFIED OR ENCOUNTERED,SHALL BE ALL"TEEN MAT:RW.SHALLEGALVM®AFTER FABRCATONW S.PAPETMOU99URFACE PIIv10VE MILpEW BYSgTUBBINO WTH RROPEALY SIZED PND MgRFD GgOUNDWa CDNWCTOR FER µDINADRECIONAWAYFROMTHENFAREBTABOVEGPWND ORMAT6 SL4YL3EUSEa WHEPETIENEWbEp ISpL4Cm. ALTERATION,AND A SPECIFIC PROIECTEDATALLTME4 EXiRf°JE CANON SHOOED BE USED BT ME ACCOFD WIIIH ASRA g123 RNC OHUTGIPPED q VAM)ED) SOLUTGNOFTRFSOOUMPH09PHATEANDBLEAW.RNSE WITH APRIGABLE COOE9,THAT BON0.9/LLC EN0.OSU cS,BONES,TO CONpLO1ME ELEMENT(TOWER.f:-0UFMFM,ETC.). VEGETATIVE BE. Wfk CQNTACTOP WHEN dWNGORIECAVATNOINANYMANNER -NGS-SONAPOSTEELPRODUCTS-ACOATNOWEIGMOF CLfNJWATFR µ-A NSURFAC£TODRY. CONCUR SHNL NOTE OED/SA GROUNDING OR EQNdND •MEANT BE SEEDED SXPLLELCOSEAND FPNBLEMADEPM OF DESCRIPTION OF THE ALTERATION. F_S'Oq N_..ENTUIiLRE9.CONRACTGNIS RESPoNSIBE FOP 2GDSF. J.ALUMINUM SURFACE SCHEDULED FOR PANTFINSH:REMOVE CONDUCTOR RADIALS(rvP.NEW DEDICATED COMMUMWTON SREST: OPSOU III-E LOOSENED BYRNONGORDISONGESFGRE RFPNRS,REPLALEMEM,µDALLDANAGE3DUEMDAMgoEOF SUEAE COMAMINATON BY STEAM OR HIGH-RiE93URE WATER. FEXI9TNG ELECTWCSERVKEOro(ENNN,CONTRACTOR 9HPLL.BE •WHEREFEASIBL ENOUGHSPACEAVq¢AOLEN-A y®wfL gppLYWLbx OF DOLOMTIC LTESTONEMID 2S LDS OF _ NLTIES BY N90PFAAnON9. ALL BOLTS,PNCIOP9µDM95CELLME0U3 HARDNgPE EItPDSEDro REMOVEOXI .NV4MAdp-q GSOLVEMWASHWD. VERITY-TMEETSPPOJECTREDUIREMENig WITHOUT MINPMM OF4,MµMUM 10 RIND PAgAlB. 10-1-1IFER-5ERPERIMOBF.L4ARROW UMEANO F6iTL¢ER WEATHER SHNIEGALVANIZEDWACCORDANCE WITH ASTMA153 AP0.V ETdiIN.-AVER NIEDATELY FOLLOWIND CLEANLVp, M°DIFlCATON.FRIBMSEADDEDORPERAEDABAPAUTOFTHI9 •E/`CHTAONLSLENOTHSHLL EEh11N20FT•MAK SOFT. ALL FJOSNNGANO NON,..UNEMANDMATFlONLOCATIONS. �1p C041WDOHOTGIPU ON IRON ANp SfEEI.HAROWgRE• '•APPLY CONNON emFnuDAAND RrE caw.ssgr so LEIS PETRgcRE AT&T AT ROVIINO.ORIFMATON,MOVNTNO.SPECffIWTIONSMID GSNEPAL PANT Gmd1LVAI.R SUPFACESSHAILBEREPAWE°BYTo0CXw0 S.FERROUS METALS CLEAN UN�ALVAH®FERRWB METAL M� -RSIHAE FLE�OCG`FFL°MUULUCOOY.ALLL6�ECTRICIN° •IJ As°POssIBlEvgWAY FRO OTINTffA°MR OGCAOMARNDs PPD°NTW.S. L(-U25 INSTALLEDCWUNCTERSIICSS_.Eco_.TEDDAGRgN RTC 6UPFACESTNTHAVENOTBEEN SHOP COATED;RENOVEOLL, USE SEED D-LULT1 ER SEEDER OR HYDROSEEDER ON-RAINS,EXACTCDDTONS6HALLBEDETERMWEONTIE UP AL.OAMAOBJOALVPN®STET WTR COLD ZNC,44LVµ0X', GgEgSEDIFT,LOOSEM6ISCAE, DOT-FOREIGN EOUIRNNENT6HA11 BEl35PECFE°µOASAPPROVED BTTHE LOCAL BONDS.AND SIMILNi (SEEP 6FERTIL6ER 3LUMTFOR SIEEPSLOPES.IiRNi4TE 0MIL 'DRY GgLY,IXN BNCT••WAaCOPo'WaE WITHMµUFACNREA9 UNDYWHSEMRA.AEE •ACOMMONRNCTIEI6TGRL E4RADINSFPOMTHE TOWER yEGETATON IS WI.IPLETELY ESTPBLJSHm. FEED RBORroµ-.0FATION.AM gFFFRENCES TiAT MAV GUIpBJNES.TwCH UP OPMPfiDNON-0P1VAV®STEEL NTIRISN.E SUBSTµELYIMTHOLVSEELSTRCHAMCALCLFPMNGMEMDD9 RPJGMTE4CORNERS OFTHEAVgOPHLEAREA SITE 31775 MAIN ROAD CAVSE6CHEDULECDST,ORQENGlN HP3IEBROWMTOTE mspc) MPLY WRHT$bT.TwT up BAR PAWTONGCOSHOP ALL mUWMErvY FN0.05UPINNU.9HgLLE6lITABLEFORTE ATIENTIONOFTEOWNEP OR ENDNESR OF-CONDITON PNMPPPL®NBMOP ORFlELO. (SSPG7 Rf MMENOATON9.TwG1 UP BPSiENEgB AND SHOP NBTA TFNVWON•AEM,MPDMUM NEM1W 3U FORPII EKIEgOR ATAMINIMUM.BOND STSTO JVUNO Cd-IYFENLECOPNEA ADDRESS:CUTCHOGUE,NY 11935 ALL PEFE)E.DFGFRDNTOVESFAoF TD TT COID-BE 5TE' MEµd OROTILLBENOTIFIm .1NON-NIFORY FABRGTED, APPLIED PRIME COAT9T1AT M`ENGEGS`FNNT WWEBRU9H, W9TAUATON9. BID µDGATEPOBTB TOT£LPFENCEFEPAS NG-F FEID,PLANq E6FECWWTIONS PRORMANY WOUK SHALL BET@ OPMAGED OR OIHERWEM194FTND ORNONCONPoRNOJO MATEAVLLS CLEAN WITH BOLVENT6 PECOMMSVDED BY PPIMMPNUFAGIURER, W6RWO DEMOFS SLALL BESPEGFlWTON GRAOENDWWwO DEVIE GROUND RNG TAT FOLLOWSTlHE FENS LNE BdDWGALL PoSiSTO APT FILING NUMBER: NY474600 FULL REbPONSR3LRYOFTECONTACTOP.ANY ANDALL ADIXUgN3. OR CANOTIONSMPBFffONl OR CORECTNEACIION.ANT SUCH PNDTOUCX UP WTHTHE BPMEPPWER AS THE SXOP COAT. COVEWPLATES._EPIASTCWUHENGR .ASS__. .MER01G. MOOIF—.CHANGES.BEPAW.OR DEMDLTON AS ARESULTOF ACMN-REDURE DJGWEEA REYIEVN.FIELD CUTTNDOF 9.DALVPN®SURFACES CLEAN GA N_SURFACES WTH COLOPSHALLBENORY.ALLDEMCES AhO COVET RATES SHALLE 2]ANTENNAS BCABLES: FNLURETO B_._EXSTNO CONDITION PFOPEALYMTHE 9TRU-RALSIEB.ISN°TPERMITEDEXCEPTWTHTHEPROR NON-PETROLEUII4BASED Sd.VBNT9 SO SURFA_S FREE OFOL OFTiESgN1E hUILRN.APER. ATIENTKKN OFTEONNER OR EhdNEIR 6MALL BETHE FULL APPROVPL OFTHE ENDNEER MID SURFACECOMAMINgNTS.RS.IOVERE'MEAIMEM FROM THESESPEDIFI-SSHALLINOUOE-EVER-SP ROATION9 DATE: O9H4Y12 DRAWN BY: DRA RESPoNSIBILTYOFTEO0NTWCTORWTH0UTD Y.LOST,OR LOMTA mTOREMOVE µPRE-INSTALL NIFWEPFO0RNRA3 GALVµ®SXEETMTN FABRWTED FROM COL STCOKBY �FlFEHATEDRFNETRATON95HALLESSALEDUSMASORASLE HEREN. GIANGEBINOUPLIIV. REOURED pURNGCONSTRICTION. MECHµGV.METHODS. LISTED FIROF SEgLwU TURF OR GgG1TTATWLL MA0ITAONTIE TE CONM .FSHALLF �➢SHNDWS{NLTRANSMISSKW CHECKED BY:JRM T-IFIFE PATNG OF THE STRUCTURE PENTMTE0. Pll NOTEST999HEETS E APPLY UNLESS IN BER LLY NOTED AN STALEAFTERRESHLLLBE EBIGAEDTOBEBELFGUPPOgTNG 10.AN1EMJAPANEIS:REM TOENSL,G)6T,GREPED-1 µIC OMDE FIIUMNETRLV SEEDEDDJGPAVmNPMERAT[5 FOTiALL MOUNTANOHAPDWARE E°TNATERALSSIA EINSPECim BYTHE OTEFM6E ONE@IN6WEO pP_sFSOR IN6EPAMTERRg1ECi µOBTABLE AFlEA CORIPLETON TIS THE COMRACTORb 60LE OTEIR FOREIGN MATEANLTO f]•SUEApEQUATEA0HE5ON. CODEREQ DLA UNQANDONALLPµEL6•MBTEPWG, SHEET TITLE: DO SEATDNSASAPPUCABLe,ALLSPEDEQW NSSHALLE RESPoN6IBILTYM DETERMINE EREGfIdJ PROCmUREAND 6E00ENE PANTIE MUSiE WIPED WTH METHYLITIVL NETOFE IMEq. COPLED AT AN DAMAGE EQUIPMENT ESHELER. BE CONSOFWEDTEOUEDUNLE39 APPROVED EQUAL BYTIEOWNEA, µOTC NSUPEMEBAPETY OFTE BUMINQ µORS COMPONNi 11.COAXIAL GAEm:REMOVE ALL GL DUST,GREASE DINT,0.N° DISCONNm19,AND ELECTRICAL EOUPMSNTTHAT OBVTFES SUPPLED ATANIENWRbµp mUPMENT INSIDE SHELTER. PARTS DURING ERECTION. -TER FOREIGN MATEN TGENSUREADEOUATEADHESION, mUIPMEMSE ..ELECMK:ALSOURE NTHCWCUT COORDINATE LENOM OF.NMPEA GABLES VAM_R.COORDINATE CONINORDS'FR MID''OR•ORENDNEF)R AS APPLICABLE OENTFI-N,µDVOLTAGESWi . p T4 WOR0.S'RHOVIDE'Oq'W9TALL'6HgLL MEµ FURNISH MID ALLSTEEL ELEMFN195HgLLENSTNJID PLUMB AND LEVEL cLOOU gFI0RTOYALLOFQBS)ADOROroBEPTEF WTH DINNER NOTES& NSTALL TDWpR MANUFACNRER30ESIGN35HAL.PRCVAR fOq TOWFA COLLLGTWA9TE MATERIAL,WHIL4H MAV CONSTRUIEAFOE HAZAPD. �CTRI� M�gO�3fON81BLE PogALLFWAL F TE TNSUBMTTNp BOANp ORpERWp UNSSYSTE RAEW0.0SED MTPLCOMgwSW PND REMOVE ONLY FROM TERMp•ATONS MALL EQUPMES AFIF TESTEDFOR,OFFER N4Npg3ONLPESY4TM4HPLLEPPA/ SPECIFICATIONS CO.CONIMCTOq SNLLL RiOVipE ALL CUTINOµOPAlqTOOTS A5 OpMJECTON96HPLLBEDE9OFEp BYTHEFPBROAMRAND SITE ALLD.ECTUCPL APPURTENANCESTNTAREOUREST.EM 6N, SWEID T BOOMNRPPOPHRWS TORISH-. NANDUH REQUIRED PoRTE wSTNJATOA.-NALORES PAroHWG SHPLL CON4MUCTEDWACCORDAINCE WIIHTE LATE3TSIUONOFTHE A44C F-RETEI.V REMOVED WT PANTED,SiRUCNfE6 TOREMNN, ANTENG1-GENECImROMO DO -GFTTETT MATdHF)OSIWO13EFEN NONFROIA INN1PESPECTS.ALLRFNOVED %WVUN.OFSIEFL CONSMUCTOY.LOMNECTON9 SITYL BE APRIGTON: EDP E,Fl-NG,6LED,PAWTm,TOALL PANEL.-BEE, TEGTNGPROCEDURES FPOMOWNDR ORMµVFACNRFH RLDPro MATEWALEHALLBE REMOVED FRDMTHE PREMISES DPLLYINµ PROMOED TO COFFORM MTHE REQUITREMEM9 OFTYPE2 APPLV PROCUCI9IN ACCOHDµEVVITII MANUFPDRTPSRB mUIPMEM LABEIJNG,µDCODE-REpUWED LABEUNq sHPLLE BIDDING. APRROVm SAFEM WJER CCNSMVaTbN. 1 WSMYCTON9• - 28 GROUNDING, PROPERLY COMRETIDMMATdH THE NSTALLATON. gNTp•Pyq GTpLEg gHgLL BE UNOUFLY COLOR{ODEDAT THE ALL 6URRUSMATESSURFALL BE RBNOVEDFPOM THE 911E PPOMPRY SMUV_TSSI NNECTON BOLTS SHALLCANFORMMASTM ASZ5. 2.DONOTA COAT TO UNOgUPFAE9THATgRE NOT DRY. 26 GROUNDING. ANTENNAS BOAR6 FNENT.WPMPR EHFITFA WALL µDJUMPER WHEN DEFMEDro ESUTSLUS. ALLBOLTs6HALNIU. RMOLTS, AMEIER ANRSAR CANNECTON 3.AFFLVEACH-TTOUNR'oRMFPL6H. GABLES qT THE mU1PMENT. SHEET NUMBER: EVERY CONTPACIDR SHALLBERE6PONS®LE PoRTHEPRpTENG OF SHALL HAVEMWWNMTNOSOLTNSUES. A9HEP6 ARE NOT 4.APPLY EACH COgT OF PAPIT6UGHRY DARFA THPN PRECEOINO TNESPEGFlGTONS SMALLIN0.UDETIE GENERAL SPEgFlGTON3 nG COMRgC1pR9HALLN-AN._wb G_HACONNEC1Og5• HISW GTONOFTWESWSTALLEDOTURES..AN O PKLUOWO PE SEDFORA1255NSSI SECES.FTEFOR SUF TROL BOLTS COAT. Ew: MS NTS,TEDCDOFFS.UNM'O µDtLRWhOING HNmWTOINST . PRRN.."N TAU-N ,NIANC CNPEq µDALLOCCUPµTS. REUSED,CONNEC110NS SNNLBEOESONm FOR 6LP LRRMAL BOLT S.BµD METAL LORRY BETWEEN COATBTO AODt•E�WIRED GRU_pR OTOEMS ANO EOUIPMSJTINACCOgpANLE WTHEST MOUNTS,STANDOFFS.ANDALLASSpCWTm IWRDWAREMINBTALL FEGUF N9TAl1,MNNTPAI,ANOREMDS,BIG PROPRIATE.ALL ALLOWABLE LOAD VALUES. FINISH. INDJSTRTPMCTOE.THE REWIREMENT90FTHENFPA TD NAnONP1 'ALL CABLES AND ANTENNAS MTHEMµOFACRMSTS µD OWNETT+ gPPROPRATEBPAPIERS,SAFETY OVARD5,61GNAGE,µOSECURRYAS AU-U-OOMIECONNBATESAM BA BE COMPLETED WII. 9.VgWUM CLEAN SURFACES FREEOF LOOSE PAH11ClE6.USETACK �OTR�L CODE MSG.µDOLL OMERAPPUCgBLE CDOE9 ALD B-FICATONS. ENE.-. 0.0M JUSTPHIORMAPRYIND NEAR COAT. REQULATONS. �-� ALL U-BOLTEDCONNECTIONS 6HALL BE COMPLUTED WITH D00BLE gNTENAIA GIBLFS SHALL BE FOAM DIFLECTPIC COAXALCgBLES AS EVERV CONTMCTOR SHN.L BE RESPONSWIE FOR THEIR RESPEC}NE N0190RA LOCK WASHER ].ALLOW MPLJED COAT TO DRY BEFORE NIXTCOAT ISAPPIJFD. ALL GROUNOW EDTOINFT-TOPORMT EGROU DING TON FOLLOWS FEb,PERMR9,WSPECTIONq TE. CERTIFICATES,µDALE SHALL BE BONOmMOETtERMFORMTiE GRON0P1(R B.ECIROE MNAGDAENT OF SPMEPEQVWED FOR COMPLETION OF µDLE(1AL CONTRACTOP SHALL COMRY Wf111AW8COEFOR PROCEDURES, COMPLETED WORK _ SYSTEM. .B0.5ESTATON ANTQJNPS. DGCUPANCOFTE FP25NE0 PROJECT. PPPFAPANEMID OUALLIYOF WBDS,µOVNEmOJG PROCEGSEG 1.SAMRES:PREPAUE 24424'SgMREPAEA FOR REV LW. ALL SOURMENTENGOSURE,EVIE6.AN000TDU_S_.E •• TR'DW.IEIER FOR GB LELENGTHSUPM100FT. SHgLLEpUALIF4D IN ACOCRDNJCEWIMAW9'STµOARO 2.MATGIAPPPOVm SµPLE6 FOR COLOR,TF%NREPNO pgOUNEO BY THE INSTALLATION OF A SEPARATE GROUNDING •• tE9'°UIM TER FOR WILE LENGTHS QREgTERTHh 10°FT. From: Westermann, Caitlin Sent: Tuesday, July 16, 2024 8:32 AM To: Westermann, Caitlin Subject: FW: ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11.(AT&T site 1-I-6425) �- Attachments: NY.Southold.ATT.31775Main Rd.Mod.07.12.24.pdf RECEIVED JUL 1, 6 ?J From:Cerezo, Mara<marac@southoldtownny.gov> ........... b6di, d.._,_ Sent:Tuesday,July 16, 2024 8:14 AM Planning Board To: Westermann, Caitlin<caitlinw@southoldtownny.gov> Subject: FW: ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11(AT&T site LI-6425) For Incoming Mail From: Elizabeth Herington-Smith <elizabeth cit sca e ov.corm> Sent:Tuesday,July 16, 2024 8:11 AM To: Cerezo, Mara <marac southoldtownn . ov> Subject: Re: ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11 (AT&T site LI-6425) Good morning, Attached please find CityScape's report for the referenced application. Please let us know if you have any questions regarding our analysis. Best regards, Elizabeth Herington-Smith VP/General Manager Direct Line:561-541-3104 CITYSCAPE CONSULTANTS,INC. Toll Free: 877-438-2851 Ext.102 www.citysca a ov.com From: Steve Webster<steve cit sca a ov.com> Date: Wednesday,July 10, 2024 at 11:01 AM To: Katie Jacobs<k'acobs clinellc.com> Cc: "Cerezo, Mara" <marac southoldtownn . ov>, Elizabeth Herington-Smith <elizabeth cit sca e ov.com> Subject: RE: ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11 (AT&T site LI-6425) Katie, Thank you for this verification. Cityscape's report will be sent to the town this week On Jul 10, 2024 7:58 AM, Katie Jacobs<k"acobs clinellc.corn>wrote: Hi Steve - Just circling back to see if you need anything else from AT&T at this time? 1 Thanks, Il atiie Jacobs I i)roiect Manager Phone 51P (765-0083 kiacobsOchnelle,com C v v ✓ r,,priterViriec r r�),rrILinucatiorrs.c(:rxr From: Katie Jacobs Sent: Monday,July 8, 2024 1:04 PM To:Steve Webster<steve cit sca e ov.com>; Cerezo, Mara <marac so4atholdtownn ov,> Cc: Elizabeth Herington-Smith <elizabeth cit sca e ov.com> Subject: RE:ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11 (AT&T site LI-6425) Hi Steve— The below highlighted dimensions represent the limits of the proposed AT&T compound expansion.. Thanks, lKatle Jacobus I Protect Manager I:::)rl�✓(V6:,: 51,6 6,5-k1EG k°acob clinello.com { vvvvvv ceriter0li,-�econii,i_rruL�rrcc ..tion,,.',corn From:Steve Webster<steve cit sca e ov.com> Sent:Wednesday,July 3, 2024 2:31 PM To: Katie Jacobs<k`acobs clinellc.com>; Cerezo, Mara <marac southoidtownn ggv> Cc: Elizabeth Herington-Smith<elizabeth cit sca e ov,corn> Subject: RE:ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11(AT&T site LI-6425) Katie, In lieu of a site plan showing the current and proposed ground compounds with dimensions, please confirm that the compound expansions shown in sheet C-1 (inset 1C-1) are the actual planned distances of compound expansion to accommodate AT&T's proposed ground equipment(16'x 195) Steve Webster 2 On 07/02/2024 11:56 AM PDT Steve Webster< tve cit sca e ov.com>wrote: Katie, I need to verify that this is an eligible facilities request under 47 CFR§1.6100(b)(7), with regard to the ground compound expansion. The FCC rules dictate that the compound can't expand more than 30 feet in any direction. The existing Verizon compound is being expanded to accommodate AT&T's proposed 15'x 16' equipment pad and equipment. While I suspect that this application meets this standard,the CD's don't show a site plan with measurements of the existing Verizon ground compound or the extension of the compound and fence for the proposed AT&T ground equipment. Could you please send me a site plan showing the existing and proposed ground compounds with the measurements shown? I thank you in advance for this additional detail. Steve Webster On 07/01/2024 7:02 AM PDT Katie Jacobs<k`acobs clinellc.com>wrote: Hi Steve -Attached above for you. Let me know if you need anything else. Thanks, : . IKatliie Jacobs I Protect Manager Phone �_ rVumr�eoumaiia¢. ..auor`...ron kLacobs clin llc.com �newv r c e� ite, From:Steve Webster<steve cit sca e ov.corn> Sent: Friday,June 28, 2024 11:27 PM To: Katie Jacobs<k`acobs clinellc.corr►>;Cerezo, Mara <mrac southoldtownn ov> Cc: Elizabeth Herington-Smith< lizabeth cit sca e ov.cotn> Subject: RE: ATT Colocation at 31775 Main Rd.Cutchogue/SCTM#1000-97-5-11(AT&T site LI-6425) 3 Town of Southold, New York CkyScagm C O N S U L T A N T S , I N C Telecommunications Site Review 2423 S.Orange Ave#317 Collocation Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 July 12, 2024 Mara Cerezo, Planner Town of Southold Annex Building 54375 Main Road Southold, NY 11971 PROVIDER/ID/FA#: AT&T/LI-6425 /FA#14644747 TOWER OWNER: Verizon ADDRESS: 31775 Main Road, Cutchogue,NY 11935 LATITUDE: 41' 1' 10.35"N LONGITUDE: 72°28' 48.43"W SCTM#: 1000-97.-5-11 Dear Ms. Cerezo, At your request, on behalf of the Town of Southold ("the Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above-referenced application submitted on behalf of AT&T Mobility ("Applicant")to collocate its equipment on an existing ninety-two foot(92') monopole tower (92' 5" at top of highest appurtenance). The tower is owned by Verizon Wireless and located at 31775 Main Road, Cutchogue,New York, see Figure 1. Support Structure & Equipment Per the submitted construction drawings (CDs)I the Applicant proposes to install, as a new collocation, six (6) antennas and six (6) triplexers as detailed in the table below. All work will be done at the seventy-five (75) foot(centerline of the antennas) elevation of the tower, see Figures 2 and 3. TOWER MOUNTED EQUIPMENT # FINAL Configuration 6 Antennas: 6) Commscope KVVSS-65A-R3 6 Triplexers: 6) Commscope STX61742T-43 12 Cables: 12)7/8" coax installed on the outside of the pole Also proposed, is the installation of twelve (12) 7/8" coax cables on the outside of the monopole connecting the tower mounted equipment to the ground equipment. The Applicant submitted an engineering finding letter from APT Engineering dated June 21, 2024 stating that existing monopole has only one port hole that is being used by Verizon and that the proposed RF I CDs prepared by APT Engineering Rev 4,dated 06/05/24, `For Filing: JRM' signed and sealed by a New York registered Professional Engineer. Town of Southold—SCTM#1000-97.-5-11 CKYSCape AT&T/ LI-6425 Page 2 C O N S U L T A N T S , I N C . cables will be routed on the northeasterly side of the pole and will be painted to match the pole, see Figure 4. The Applicant proposes to expand the existing ground compound area by sixteen(16) feet to the southeast and by nineteen and a half (19.5) feet to the northeast. Both of these ground compound expansions are less than the thirty (30) foot in any direction which is the maximum ground compound expansion limitation for an Eligible Facilities Request(EFR)defined in 47 CFR §1.6100(b)(7) of the FCC Rules. This ground expansion falls within the allowable EFR requirements. In the ground compound expansion area, the Applicant proposes to add a 15'x16' concrete pad that will have two equipment cabinets, an H-frame containing fifteen (15) Remote Radio Head units (RRHs), twelve (12) diplexers, a utility service/disconnect frame and a 20 kW natural gas generator, see Figure 5. Structural Analysis The Applicant submitted a Structural Analysis Report prepared by APT Engineering, Rev. 3, dated June 5, 2024. The report used TIA-222-H, Risk Category I1 and Exposure Category C standards and concluded,the tower and its foundation have sufficient capacity to carry the existing and proposed load configuration without modification. The max structure rating is 80% out of an allowable 105% which is determined to be structurally compliant, see Figure 6. The Applicant also submitted an Antenna Mount Structural Analysis Report prepared by APT Engineering, Rev. 4, dated June 5, 2024. The report used TIA-222-H, Risk Category II and Exposure Category C standards, and concluded the proposed antenna mount has sufficient capacity to carry the existing and proposed load configuration with a maximum loading of 26%, see Figure 7. RF Exposure Safety To verify Radio Frequency (RF) exposure safety, a Radio Frequency-Eletromagnetic Energy (RF-EME) Compliance Report, prepared by Centerline, dated June 26, 2024 was submitted, see Figure 8. The report is an analysis of the total predicted RF exposure levels of the existing providers on the tower. This analysis takes into account the RF effects of the Applicant's (AT&T) along with Verizon Wireless showing existing antenna operations at the site. At street level, at the site,the maximum RF calculations is 3.22%of the FCC general population MPE limit which is well below the allowable limit for compliance. The statement of compliance is shown on the top of the following page. Town of Southold-SCTM#1000-97.-5-11 CKYSCape AT&T/ LI-6425 Page 3 C O N S U L T A N T S , I N C . LI-6 25 /305667/146U747 qG CENTERLINE S.0 STATEMENT OF CO-MTLLkNCE Centei Ime conducted worst case modeling to detefim gig w1ether the subject facility is ifl compliance i&th FCC regulations. Based on the infxmafion.analyzed,AT&T is camphmt with FCC regulations_Siguage has been recommended for compliance with AT&T internal policy_ Summary-Approval Recommended Cityscape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change" being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR §1.6100(c) and Cityscape recommends approval of the application. 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, J� Steven Webster Project Engineer CityScape Consultants, Inc. Town of Southold-SCTM#1000-97.-5-11 CKYSCape AT&T/ LI-6425 Page 4 C O N S U L T A N T S I N C . Lenz Winery Q/ ae �a Bedell Cellars Q c Pugliese Vineyards Q '� 48 OPp or( •ry 46 0 Skunk�� N N N G Suhru Wines s r a CutchOgue Meadowlark North Fork © North Fork Country Club N Pellegrini Vineyards Q N`p �r �a �.s Figure 1 — Site Location Map Town of Southold-SCTM#1000-97.-5-11 cKyscape AT&T/ LI-6425 Page 5 C O N S U L T A N T S I N C . _ TE70j iNCAtlGf'OLET6WEF�F J ARfIH+R�145�82A't _•�J_,•�••�.��_-_�_-_ t Q EXIST VEPUM ANTENNAS - dp9Ot AGL a NEW AT&T PANEL ANTENNAS(o',12'C,2401.& (6)7wMN TRIPLERERS M(@)NEW BITEPR01 UW3B NP y CCMvRACtM N+IOPOLE MOMIM&M LP-4E%. F c:a POLE A oAPIBi Km MCLMTBD To BmT wt Am 17WHESCAT&TA+ @77.1azA06._._:_____.___i 11 NEW AT&T 'COAX CABLES QANDIC TO $ cfrrJasi.MoWKxET0wERg A'-0'O.O.MAXASNGLE STAMG) E7RST.972 AOL n......LE NEW AT&T IM6LV CONCRETE ECKJFMDff PAD . WWO)V6TTTWW NETSU IEm Mi 9-BAY WALK-UP-CASINET OVLq.t15}FIRMS,{i 2)TWIN 7 TRFLEGWM(1)PAY C'AP ply' OCARNET.2OKW Gr ' NATURAL CAS POWERED OO GENERATOR& 466i4 OI540NNECT ON SEFIvICE FFw4.E.. BOST.METAL F174M TO BE.REPLACED wd NEW AT&T 0 MW KI-LNK FENCC W SAM 6 WIRE&GREEN IAETAV PAMACY SLATS. WM SLATS MDT FEF 49M ME Tp �I PRO04MI Y OF(WNERATOR TO FENCF_ NEW MM LJNTTK40LWED TO S CABLE ICE BPouGE POST 41 NEVIAT&TGABLEICE BRKEGE ¢ Fund NEW AT"T,EQUIPPAENT PAD TO EMIST,TOWER ai E 1ST.VER®CN ICE FRIDGE Wf(M HYE)RID CABLES DaST.TELCO CABINET EXIST.vER¢oN EL6CITiICAL METER&DISCONNECT EIOST-BOLLARD(TYP-) F%IST.Rur DING(TYPa I GRISDE Q 16 d-_ AndSL Ne*AT&T WZERGROLIND ELEC.5L TELCO SEFMCE FROM EXIST. TRANSFORMER&MESA SPAN TC d HEW Lim GAS SERVICE FRAM Ek[ nNG NEVI"AT&T ECANPMENTAREA, &i OAS tAAIN TO NEW ATST MUIPMENT (SUBJECT TO PIEV F W&APPROVAL DACE(TYPI.SIZE&FHAL R JIFF TO W T DyLOCAL UTILITY FROMDEM oobp WATEO vmH LOCAL-tITILTTY 15Ft PFIOVIDER&PACpmr(OVN rR. fs`S0UUTTH ELEVATION Fi 3_7�gCALE:1'='EC'-0" (41�1R}11nsh• tOR - . Figure 2— Elevation Drawing of Structure Town of Southold-SCTM#1000-97.-5-11 CRyScape AT&T/ LI-6425 Page 6 CON S U LTA N T S , 1 NC . NEW P2.5 STD(2.675'O.D.)ce'-M 7-2' LG.PIPE MASTS,TYP.(2)PER exlsr.92-0't acL ry4o (2'MN.) SECTOR.TOTAL OF(6). 2 ' MONOPOLE TOWER (o.D.••31.5'=,(V.I.F.) y TYP. fir 1 �•'� O/ C-2 NEW AT&T ANTENNA -N� M OLINTED TO NEW 37 PNTENNA MOUNT,TYP.(2) C,2 PER SECTOR,TOTAL OF(6) (2)NEW SITEPR01 UWSB-NP COMPACT MONOPOLE MOUNTS&(2)LP-42 LARGE POLE ADAPTER IOTS 2y NEW AT&T TWIN TRIPLE)ER MOUNTED TO PIPE MOUNT 6 �+ ` BELOW ANTENNA,TYP.(2) G2 120' 1` PER SECTOR,TOTAL OF(6) P ANTENNA LAN � N C-2 SCALE:3i,-,•-0" (M NEW SREPROI LPWSG-NP �•-- GOMPA CT MONOPOLE MOU14M&(2) - LP-42 LARGE POLE ADAPTER)QTS DTI NEYV AT&T ANTENNAS TI NEW AT&T ANTENNAS 7T.0't AC3L— — E1M1r AT&T ANIBFW AS 975.& AGL NEW AT&T ANTENNA MOUNTED 67 TO NEW ANTENNA MOUNT,T)P. (2)PER SECTOR,TOTAL OF P 0$ NEW AT&T TWINTFSPLEXER MOUNTED TD $ - PM MQUNT BELOW ANTENNA.TYP.(2) PER SECTOR,TOTAL OF 0 U,2 11. TMEWAT&TTRIPLE%ERS(W71.0±AGL P2.5 STD[2.875' EXIST.W-"AOL MONOPOLE TOWER Lii PIPE MASTS,TYP.CJ?5R (O.D._3t,$x,cv-LF.) SECTOR,TOTAL OF(6) tj�ANTENNA MOUNTING DETAIL Figure 3 —Proposed Antenna Configuration Town of Southold-SCTM#1000-97.-5-11 cKyscape AT&T/ LI-6425 Page 7 C O N S U L T A N T S I N C . APT ENGINEERING Centerline Contumnications,LJ-C Jme 21,2024 555-0 Miemick Road Suite 302 Massapequa,NY'1175s RE: AT&T Feed-line Cable Response Letter .AT&T Site I-D.:"LI 6425" 317 76 Main Road,Crtchogne,NY 11935 APT Filing No.:N5i 4746M To Whom Itlafay Cancem _APT Engineering (APT), a proRssional engineering corporation licensed in the State of New York has been retained by Centerline C nmmnications to evaluate the proposed cable mounting on the existing host tourer sttttctttre at the above referenced locationL The existing tower is a 90-foot;12-sided tapered steel uscmnpcle of ualataun mamSactazw and currently suppcarts Ve.;z.,n Wireless CTenz m) egtupnient. Due to Vet=n occapyW the only available cable exit pait at approximately 85'+abrnre grade, use reconnuend that the proposed AT&T feed-line cables be rotaed along the exterior face of the a=opole.The AT&T feed-line cables(17-7.'U dia.coax),are proposed to be routed along the e-cleaor of the existittr;tower(N-0rthewleriy side),arranged in a single string.Reference is made to the Cable Support Derail(9 C-2)urithin the RLv-4 C'oustniction Dimes ings,prepared by this office,dated 06rp�+'024,where it is noted that all eWsed oablms shall be painted to match the existing host tower. Sincerely-. of Nrw An Engineering S FOPDQ Michael S_Trodden,P.E. Sr_Struc2 ral Engineer r� 096474 APT ENGINEERINiG 567 VAUXH..LL STREET EXTENSION-91ITE 311:.WATERR RD.CT 06385 M 1NE S&M631697 Figure 4—Engineering letter explaining proposed RF cable installation Town of Southold-SCTM#1000-97.-5-11 ckyscape AT&T/ LI-6425 Page 8 C O N S U L T A N T S , I N C . 19'-6'x LEASE&COMPOUND EXPANSION OUTLINE OF EXIST. 4 NEW ICE BRIDGE POST BASE, 16•-1'xX19-1'x TOWER t I I TYP(3PU.(SEE SITE UTILITY FOUNDATION,TYP.BELOW ! I Gt NOTES THIS SHEET). i L 4 NEW CABLE IDE BRIDGE. `1 i OA TYP. ! 1 t EXIST.9Z.(r.AOL MONOPOLE TOWER \\ I S NEW GPS UNIT MOUNTED TO ICE-BRIDGE POST \ I EXIST.CURB STOP& ECTION OF S \ SECTIONREMOVE EAST.FENCE TO BE74 CHAIN LINK FENCE. r ALIGN NEW PAD W/EXIST.FENCE(W.P.) NEW S•0 x 4ti0•NIGH GONG.BOLLARD SAT 6 � •• •• I 8 NEW SWITCHW LED SERVICE LIGHT W/ Iy4r O.C.MAX,PAMTED �t ( MANUAL TIMERM LINTER ON SUPPORT TRAFFIC YELLOW,TYP. 1 I. `• - - I i ) bt POST 1 Ox AOL MAK wi 29 2 NEW RAYCAP DC50 CABINET. NEW AT&T METER& 26 F. L I G1 Et OAFP O STRUT TO REAR SIDE DISGONNECY ON NEW UTILITY SUPPIORT FRAME E/ g 0 I NEW SUPPORT FRAME PIPE N NEW VERTIV NGISuM X701 �i �f,• I yt BASE.TYP(4PL). 8 z0 &BAY WALK-UP CABINET 2 2 '1 w/PAE-pJSTALLED LOAD (1 S NEW RACK MOUNTED y CENTER. RRHs&(12)TWIN • I 8.1 04 TRIPLEXERS d WHED LED NEW 15-DY1&'-P(240'x SF) 2 - •� I (j NEW W/MOUNTED O EAVICE CONCRETE EQUPMENT PAD &1 I i 61 allPPORT POST 10'7 AGL MAX. I i 4 NEW GRAVEL COMPOUND 41 TREATMENT,TYP. NEW AT&T 6'DOUBLE NEW DOUBLE 5_t .-••-•"vim••...:•.;.y••••••• SWING SS GATE NEW AT&T 20KW NATURAL GAS 4 POWFRFO DC GENERATOR 1,F1 EXIST.METAL FENCE TO BE REPLACE[)W/ EXIST.MANHOLE COVERS&VAULT NEW AT&T B'CHAIN-UNK FENCE w/BARB 6 / WIRE&GREEN•METAL'PPoVACY SLATS. VINYL SLATS NOT PERMRTSD DUE TO fl•1 1 2 NEW 400A DISCONNECT PROXIMRY OF GENERATOR TO FENCE 5-t r1t SERVICE FRAME. EQUIPMENT PLAN �� M =r-0• Y.•SC&E:1 w0w 4'4P Figure 5—Proposed Ground Configuration Town of Southold-SCTM#1000-97.-5-11 cKyscape AT&T/ LI-6425 Page 9 C O N S U L T A N T S I N C . A P' T STRUCTURAL ANALYSIS REPORT 90'f MONOPOLE TOWER CUTCHOGUE, CONNECTICUT Prepared for Centerline Communications, LLC a t&t AT&T Site Ref: 1-I-6425; Cutchogue Site Address: 31755 Main Road, Cutchogue, NY 11935 FA Location Code- 14644747 Pace ID: MRNYC050611 PT Number: 2191AOl-IHSL Project; NSB APT Filing No. NY474600 Rev. 9 A,p s4 q 6 2922 Rev. 1 NeyembeF23, 20 2L Rev. 3 June 5, 2024 ,�flF NEW, G7 o r�� r � k 096474 5540 APT ENGINEERING 967 VALDMLL STREET ErTENSION°SarTE 3 1-WATERMRP,CT 06399.PHONE SM-653-1647 Figure 6— Structural Analysis Cover Page (note the cover indicates the State of Connecticut but this report is for the subject tower) Town of Southold-SCTM#1000-97.-5-11 cKyscape AT&T/ LI-6425 Page 10 C o N S u L T A N T S I N C . ENCiINEEF ]NC; MOUNT DESIGN AND ANALYSIS REPORT CUTOHCGUE, NEW YORK Prepared for Centerline Communications, LLC " - a t&t AT&T Sa-e Ref: LI-6425, Cutch©gue Site Address- 31 755 Main Road, Cutchogue, NY 11935 FA Location Cade: 14644747 Pace Id: MRNY0050611 PT Number 2191AOHHSL Project Type: New Site Build APT Filing No. NY474500 Rev- 9 ALigust !9, 202L' Rea eFqber23,2922 Rev. 4 - May June 5, 2024 TAG ;8F Q9 it 096474 Es So��, APT ENGINEERING 567 VAUXHALL STREET EXTENSIEM•SUITE 311•W'ATERN)RD,Cfi%3B5 PH43NE B60-663-1697 Figure 7—Antenna Mount Structural Analysis report cover page Town of Southold—SCTM#1000-97.-5-11 CKYSCape AT&T/ LI-6425 Page 11 C o N S U L T A N T S I N C . Radio Frequency Safety Survey Report Prediction (RFSSRP) AT&T Monopole Facility Site Name LI-6425 Site ID SINY006556 Site Address 31775 MAIN ROAD,CUTCHOGTJE,NY 11935 Latitude:41_019551 Prepared for: Centerline cm behalf of Longitude: -72.480118 AT&T i=SID: 305667 FA- 14644747 Report Date:Jame 26,2024 Centerline P.ti:Internal Pace ID:VVSNYJ0046307 Report Writer: Jessa Evangelista WSWJ0046326 W9NYJO046310 Report Re-tzew er: Michael Fischer WSNYJID046336 YVSNYJ0046318 WSNYJ0046322 bb Statement of Compliance AT&T is compliant with FCC regulations_ Cmfuliae-750 W Center Sbeet•West Bridgwater•MA-023 79 P a Q e 11 Figure 8—RF Exposure Compliance Report Cover Page From: Cerezo, Mara Sent: Monday,July 1, 2024 11:16 AM To: Westermann, Caitlin Subject: FW:ATT Colocation at 31775 Main Rd. Cutchoggue/SCTM##1000-97-5-11 (AT&T site LI-6425) G L C Attachments: LI-6425_Cutchogue_MA_Rev4_060524_S&S.pdf �._............... IVED ..w__...._... ,. For Incoming Mail. �._...T a. ....id n,d........ - �� w From: Katie Jacobs<kjacobs@clinellc.com> Planning Board Sent: Monday,July 1, 2024 10:03 AM To:Steve Webster<steve@cityscapegov.com>; Cerezo, Mara <marac@southoldtownny.gov> Cc: Elizabeth Herington-Smith <elizabeth@cityscapegov.com> Subject: RE:ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11(AT&T site LI-6425) Hi Steve-Attached above for you. Let me know if you need anything else. Thanks, ae, Katie Jacobs I Project Manager Phone: 516-765-0083 kiacobs0cline0c.comll www.ce,nterlinecolmmunications com From:Steve Webster<steve cit arks e ov co > Sent: Friday,June 28, 2024 11:27 PM To: Katie Jacobs<k`acobs clinellc.com>; Cerezo, Mara <marac southoldtownn �ov> Cc: Elizabeth Herington-Smith<elizabeth cit sca e ov.coni> Subject: RE:ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11(AT&T site LI-6425) Katie and Mara, I started work on this report with the aim of completing it this evening, but I noticed that the CD's reference a mount analysis report prepared by APT Engineering, Rev 4, dated June 5, 2024 that wasn't submitted. In order for your application to be complete, we will need a copy of this MA. Steve Webster On 06/28/2024 11:59 AM PDT Steve Webster<steve cit sca e ov.com>wrote: Katie and Mara, The application is complete and we will send our report to the town by the end of next week (no later than July 5th). i Have a good weekend. Steve Webster CityScape Consultants On 06/27/2024 11:52 AM PDT Katie Jacobs<kiacobs@clinellc.com>wrote: Sounds great—thank you! Thanks, OO a 0//� Katie Jacobs I Project Manager K " Phone: 516-765-0083 kiacobs(ftlinellcxorn � wLwvv.cqntgrllnecommunw.ications.com From: Cerezo, Mara <marac@southoldtownny,gov> Sent: Thursday,June 27, 2024 2:51 PM To: Katie Jacobs<kiacobs@clinellc.com> Cc: Elizabeth Herington-Smith <elizabeth@cityscapegov.com>; Steve Webster <steve@cityscapegov.com> Subject: RE: ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11 (AT&T site LI-6425) Hi Katie, Thank you for these items. I will raise the issue of the tower painting to my supervisor and get back to you if that is an appropriate course of action. 2 Cityscape will confirm if the technical application materials are complete or if anything is still outstanding. We will be in touch. Thank you, Mara Mara Cerezo, Planner Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email: MaraC@southoldtownny.gov From: Katie Jacobs <k°acobs clinellc.com> Sent: Thursday, June 27, 2024 2:26 PM To: Cerezo, Mara <marac southoldtownn ov> Cc: Elizabeth Herington-Smith <elizabeth cit sca e ov.com>; Steve Webster <steve cit 'sca e ov.com> Subject: RE: ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11 (AT&T site LI-6425) 3 APT ENGINEERING MOUNT DESIGN AND ANALYSIS REPORT CUTCHOGUE, NEW YORK Prepared for Centerline Communications, LLC 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: 2191AOHHSL Project Type: New Site Build APT Filing No. NY474600 Rev. 1 Alr,vr,vv ber 23 2922 Rev. 4 June 5, 2024 OF NEW), S T R0Oo0�� 2 096474 �'��FESSIONP� APT ENGINEERING 567 VAUXHALL STREET EXTENSION • SUITE 311 •WATERFORD,CT 06385 PHONE 860-663-1697 MOUNT DESIGN AND ANALYSIS REPORT 90-ft MONOPOLE TOWER CUTCHOGUE, NEW YORK prepared for Centerline Communications, LLC EXECUTIVE SUMMARY: APT Engineering (APT) performed a mount design and analysis for a proposed AT&T equipment installation on an existing 90'± AGL host monopole tower. Details of the proposed antenna and appurtenance configuration are included within the table on the following page. Reference can be made to the Construction Drawings, marked Rev. 4, prepared by APT and dated 06/05/2024. Our mount design and analysis indicates that the proposed mount assembly meets the requirements of the 2020 Building Code of New York State as amended by the International Building Code 2018 (IBC 2018) and the ANSI/TIA-222-H standard with the proposed AT&T loading. The mount assembly usage is summarized in the table below: Component/Member Usage(%) Connection (plates) 26% Mount Member 18% Notes: 1. Usage values noted in table above <100%are deemed adequate. Introduction: A mount design and analysis was performed on the above-mentioned communications monopole tower by APT for Centerline Communications, LLC. The tower is located at 31775 Main Road in Cutchogue, New York. The following information was utilized in the preparation of this analysis: • RFDS detailing AT&T's proposed equipment changes, last modified 05/01/24. APT ENGINEERING 567 VAUXHALL STREET EXTENSION • SUITE 311 •WATERFORD,CT 06385• PHONE 860-663-1697 Mount Design and Analysis Report June 05, 2024 - Rev. 4 90'± AGL Monopole Tower, Cutchogue, NY Page 2 14644747 - Cutchogue NY APT Project #NY474600 The existing structure is a 90'±, tapered steel monopole of unknown manufacturer. The tower originally supported two large (8'-10' dia.) Verizon land-line microwave dishes. The mount design and analysis was conducted utilizing the following inventory (proposed equipment changes shown in bold text). Should the equipment/dimensions listed below differ from actual field conditions, APT should be contacted to review the discrepancies. Carrier Antenna and Appurtenance Make/Model Elevation (zl Status 13> Mount Type Two(2)proposed SitePR01 (6)Commscope KVVSS-65A-R3 antennas, 75' ± UWS6 Compact Monopole AT&T P Mounts w/(2)LP-42 Adapter Kits (6)Commscope STX61742T-43 Twin triplexers 71'± &(6)P2.5STD(o.D.=2.875")x 8' Lg.pipe masts. Notes: 2. Elevations are measured above ground level(AGL). 3. ETR = Existing to Remain: P= Proposed. STRUCTURAL ANALYSIS: Mount Design and Analysis Criteria This mount analysis has been prepared in accordance with the ANSI/TIA-222-H standard entitled "Structural Standard for Antenna Supporting Structures, Antennas and Small Wind Turbine Support Structures"; American Institute of Steel Construction (AISC) Manual of Steel Construction, the 2018 International Building Code (IBC), and the 2020 New York State Building Code. • 128 mph (3-second gust) basic design wind speed • 50 mph (3-second gust) wind speed w/ 1 .00" ice thickness • Risk Category: II • Exposure Category: C • Topographic Category: 1 ANALYSIS RESULTS: Antenna Mount: The design and analysis of the antenna mount assembly was conducted in accordance with the criteria outlined herein with the aforementioned proposed equipment loading. The following table summarizes the results of the analysis: Component/Member Usage(%) Connection (plates) 26% Mount Member 18% Notes: 4. Usage values noted in table above <100%are deemed adequate. APT ENGINEERING 567 VAUXHALL STREET EXTENSION • SUITE 311 •WATERFORD,CT 06385• PHONE 860-663-1697 Mount Design and Analysis Report June 05, 2024 - Rev. 4 90'± AGL Monopole Tower, Cutchogue, NY Page 3 14644747 - Cutchogue NY APT Project #NY474600 CONCLUSION: In conclusion, our mount design and analysis indicates that the proposed mount assembly meets the requirements of the 2020 Building Code of New York State as amended by the International Building Code 2018 (IBC 2018) and the ANSI/TIA-222-H standard with the proposed AT&T loading. Sincerely, Prepared By: APT Engineering F NE APT Engineering W yo S TR0Oo.p� � * � � * J�Jyv��y �t�✓Y[� r � 2 Michael S. Trodden, P.E. J'� 096474 �� Jeremy P. Vassell Senior Structural Engineer �A'0OFESSIONP�� Project Structural Engineer APT ENGINEERING 567 VAUXHALL STREET EXTENSION • SUITE 311 •WATERFORD,CT 06385• PHONE 860-663-1697 Mount Design and Analysis Report June 05, 2024 - Rev. 4 90'± AGL Monopole Tower, Cutchogue, NY Page 4 14644747 - Cutchogue NY 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. Mount Assembly material yield stress values as follows: Pipe: ASTM A53 Gr. B (35 KSI min.) Angles & Plates: ASTM A36 (36 KSI) Bolts: ASTM A325 (92 KSI) APT Engineering 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 ENGINEERING 567 VAUXHALL STREET EXTENSION • SUITE 311 •WATERFORD,CT 06385• PHONE 860-663-1697 Appendix Design Criteria ASCE ASCE 7 Hazards Report AMERICAN SOCIETY OF CIVIL ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 16.17 ft(NAVD 88) No Address at This Risk Category: II Latitude: 41.019701 Location Soil Class: D- Default(see Longitude: -72.48005 Section 11.4.3) Shlr swm,u oam `^'o-r "1 smlh,la mnr`~�r. Slelteialrid „M :ul.li.a• liii• rh r.ira P,. Lnnllir 1 : R Lltll.. I�..T n-Nn,• lorq klsd I 111 nn tip., ,N,6.wm mrr-qi >N ••uki M.1 TpN'll A Q� J - "-- soutnamptnn s 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. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Fri Aug 19 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:Hasce7hazardtooI.onIinel Page 1 of 2 Fri Aug 19 2022 ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS 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: Fri Aug 19 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. https:Hasce7hazardtool.onlinel Page 2 of 2 Fri Aug 19 2022 Appendix 8 Mount Analysis Project ID: NY474600 Site Name: Cutchogue 2 NY(1-I6425) tENG PT Date: 5/14/2024 NEERING (Based on ANSI/TIA-222-H) Site Name: Cutchogue 2 NY(L16425) Site Address: 31755 Main Road Cutchogue, NY 11935 Site County: Suffolk Design Criteria Risk Category= II Sect.2.2&Table 2-1 Exposure Category= C Section 2.6.5 Ultimate Design Wind Speed,V= 128 mph Fig.8-2&ASCE7-16 Fig.26.5-18 Design Wind Speed with Ice,Vi= 50 mph Fig.8-9 Design Ice Thickness,ti= 1.00 in Fig.8-9 Importance Factor, 1= 1.00 Tablet-3 Basic Wind Speed,Vm= 30 mph Section 16.3 Maintenance Load, Lm= 500.0 Ibs Section 16.3 Assembly Maintenance Load, Lv= 250.0 Ibs Section 16.3 Platform Maintenance Load, Lv= 30.0 psf Section 12.4 (See note) Note: Per Section 12.4,minimum factored load on platforms,including dead loads,shall be 37 psf over the working surface but not less than a normal factored load of 750 lbs.Consider 7 psf for grating dead load(unfactored)and 30 psf working load(unfactored)for conservative approach. Wind Pressure Analysis: qz=0.00256K,K,,KSK,KdV2 Section 2.6.11.6 K,: See Next Sheet Zg= 900 Table 2-4 a= 9.5 Table 2-4 Kzmin= 0.85 Table 2-4 K,,: Kzt= 1.00 Section 2.6.6 KT: Ks= 1.00 Section 2.6.7 Ko: Ke= 1.00 Section 2.6.8 Kd : Kd= 0.95 Section 16.6 %,= 39.85 psf %i'= 6.08 psf qzm'= 2.19 psf F=q,Gh(EPA)A=qzGhKa[(EPA)NCos2(e)+(EPA)Tsin2(A)] Section 2.6.11.2 Gh= 1.00 Section 16.6 Ka= 0.90 Section 16.6 t Project ID: NY474600 Site Name: Cutchogue 2 NY(L16425) INEERING A P T Date: 5/14/2024 leased an nNSUnn-zzz-el Design Criteria: (From Previous Sheet) q;= 39.85 psf Gh= 1.00 Section 16.6 zg= 900 Tome 2-4 I= 1.00 rabfe 2-3 q,(= 6.08 psf Ka- 0.90 Section 16.6 a= 9.5 Table 2-4 („- 1.00 s-0,2.6.6 q.w= 2.19 psf K„n,,= 0.85 Tome 2-4 ti= 1.00 in Dimensions Flat Panel Front Coefficient Flat Panel Side Coefficient Flev. Height, Width, Depth, Wght., Area, Aspect Area, Aspect Front Wind Side Wind Description z,ft K, q„psf in in in lbs ftz Ratio Ca C,A, ftz Ratio Ca CaAa Force,lbs Force,lbs Weight,lbs KVVSS-65A-R3 75.0 1.191 47.47 48.0 11.9 7.1 49.2 3.95 4.050 1.27 5.01 2,375 6.735 1.39 3.297 215.0 141.0 49.2 STX61742T-43 Triplexers 75.0 1.191 47.47 4.6 9.0 2.2 6.4 0.29 0.518 1.20 0.35 0.072 2.070 1.20 0.087 15.0 4.0 6.4 Dimensions with Ice Flat Panel Front Coefficient Flat Panel Side Coefficient Ice Thick., Height, Dc, Ice Wght., Area, Aspect Area, Aspect Front Wind Side Wind Description z,ft K, c",psf t",in in in lbs Fit Ratio Ca CaAa ftz Ratio Ca CaAa Force,lbs Force,lbs Weight,lbs KVVSS-65A-R3 75.0 1.191 7,243 1.09 50.16 13.83 82.7 4.88 3.63 0.73 3,541 3,239 3.63 0.73 2.348 24.0 16.0 131.8 STX61742T-43 Triplexers 75.0 1.191 7,243 1.09 6.82 9.25 7.8 0.53 0.74 0.70 0,369 0,209 0.74 0.70 0.146 3.0 1.0 14.2 Dimensions Flat Panel Front Coefficient Flat Panel Side Coefficient Flev. Height, Width, Depth, Wght.', Area, Aspect Area, Aspect Front Wind Side Wind Description z,ft K, q„psf in in in lbs ftz Ratio Ca CaAa ftz Ratio Ca CaAa Force,lbs Force,lbs Weight,lbs KVVSS-65A-R3 75.0 1.191 2.61 48.0 11.9 7.1 49.2 3.95 4.050 1.27 5.01 2.375 6.735 1.39 3.297 12.0 8.0 49.163 STX61742T-43 Triplexers 75.0 1.191 2.61 4.6 9.0 2.2 6.4 0.29 0.518 1.20 0.35 0.072 2.070 1.20 0.087 1.0 1.0 6.393 Project ID: NY474600 �� Site Name: Cutchogue 2 NY(1I6425) A P T Date: 5/14/2024 ENGINEERING (Based an ANSIMA-222-H) Design Criteria: (From Previous Sheet) q,'= 39.85 psf G„= 1.00 Section 16.6 2g= 900 Table 2-4 I= 1.00 Table 2-3 q„= 6.08 psf Ka= 0.90 Section 16.6 a= 9.5 Tome 2-4 K,= 1.00 5--2.6.6 q,„,'= 2.19 psf K,m;,= 0.85 Tome 2-4 t;= 1.00 in Dimensions Loading,No Ice With Ice Maintenance Ele, Ice Thick., Width or Thickness, Weight, Flat or Wind, Width or Weight, Wind, Wind, Description 2,ft K, q„psf t,,,in q_psf q_psf Dia,in Depth,in in r, Ibs/ft Round Ca Ibs/ft Dia,in Do,in Ibs/ft Ca Ibs/ft Ca Ibs/ft HSS44 75.0 1.191 47.47 1.09 7.24 2.61 4,000 4.000 0,250 0.14 12.20 HSS 1.25 17.80 6.17 5.657 8.94 1.20 4.02 1.25 0.98 2.5"STD 75.0 1.191 47.47 1.09 7.24 2.61 2,875 2.875 - - 5.79 ROUND 1.20 12.28 5.05 2.875 5.25 1.20 3.29 1.20 0.67 PL6"x.5" 75.0 1.191 47.47 1.09 7.24 2.61 6,000 0.500 - - FLAT 2.00 42.72 8,17 6.021 9.42 1.20 5.33 2.00 2.35 z x M9 M11 26 2 4 17 6 �P 21 24 VVSS-65A-R3 ! VVSS-65A-R3 11 M10A M12 0 14 19 16 N 12 27 G 13 tiP 19A 23 TX61742T-43 1 TX61742T-43 10 APT JV TYP Mount Cutchogue 2 NY Nodes & Labels Cutchogue 2 UWS6 Comapct Mou... Code Check (En ) No Calc 1.0 Z X .00-1.0 .75-.90 50-.75 0.-.50 01 10 4 v of .10 a 0 0 Member Code Checks Displayed(Enveloped) Envelope Only Solution APT JV TYP Mount Cutchogue 2 NY Max Stresses Cutchogue 2 UWS6 Comapct Mou... Company APT May 14,2024 ''RISA Designer Cu Checked AM ed Job Number Cutchogue 2 NY Checked By: MT A NEMETSCHEK COMPANY Model Name TYP Mount Basic Load Cases BLC Description Category X Gravi..Y Gravi..Z Gravit Joint Point Distrib...Area M...Surfac... 1 DL DL -1.05 6 2 WLX WLX 6 8 3 WLZ WLZ 6 10 5 DLi OL1 6 10 6 WLXi WL+X 6 8 7 WLZi WL+Z 6 10 Load Combinations Description S...P...S... BLC F... BLC F... BLC F... B...F... B...F... B...F... B...F... B...F... B...F... B...F... 1 1 ADL Y.. Y DL 1.4 2 3 1.2DL +WLX Y.. Y DL 1.2 WLX 1 4 1.2DL + 0.75WLX+ 0.25WLZ Y.. Y DL 1.2 WLX .75 WLZ .25 5 1.2DL + 0.25WLX+ 0.75WLZ Y.. Y DL 1.2 WLX .25 WLZ .75 6 1.2DL +WLZ Y.. Y DL 1.2 WLZ 1 7 1.2DL + 0.25WL-X+ 0.75WLZ Y.. Y DL 1.2 WLX .25 WLZ .75 8 1.2DL + 0.75WL-X+ 0.25WLZ Y.. Y DL 1.2 WLX .75 WLZ .25 9 1.2DL +WL-X Y.. Y DL 1.2 WLX -1 10 1.2DL + 0.75WL-X+ 0.25WL-Z Y.. Y DL 1.2 WLX .75 WLZ .25 11 1.2DL + 0.25WL-X+ 0.75WL-Z Y.. Y DL 1.2 WLX .25 WLZ .75 12 1.2DL +WL-Z Y.. Y DL 1.2 WLZ -1 13 1.2DL + 0.25WLX+ 0.75WL-Z Y.. Y DL 1.2 WLX .25 WLZ .75 14 1.2DL + 0.75WLX+ 0.25WL-Z Y.. Y DL 1.2 WLX .75 WLZ .25 15 16 1.2DL + DLi +WLXi Y.. Y DL 1.2 OL1 1 WL+X 1 17 1.2DL+DLi+0.75WLXi+0.25WLZi Y.. Y DL 1.2 OL1 1 WL+X .75 ... .25 18 1.2DL+DLi+0.25WLXi+0.75WLZi Y.. Y DL 1.2 OL1 1 WL+X .25 ... .75 19 1.2DL + DLi +WLZi Y.. Y DL 1.2 OL1 1 WL+Z 1 20 1.2DL+DLi+0.25WL-Xi+0.75WLZi Y.. Y DL 1.2 OL1 1 WL+X .25... .75 21 1.2DL+DLi+0.75WL-Xi+0.25WLZi Y.. Y DL 1.2 OL1 1 WL+X .75... .25 22 1.2DL + DLi +WL-Xi Y.. Y DL 1.2 OL1 1 WL+X -1 23 1.2DL+DLi+0.75WL-Xi+0.25WL-Zi Y.. Y DL 1.2 OL1 1 WL+X .75... .25 24 1.2DL+DLi+0.25WL-Xi+0.75WL-Zi Y.. Y DL 1.2 OL1 1 1 WL+X .25... .75 25 1.2DL + DLi +WL-Zi Y.. Y DL 1.2 OL1 1 WL+Z -1 26 1.2DL+DLi+0.25WLXi+0.75WL-Zi Y.. Y DL 1.2 OL1 1 WL+X .25 ... .75 27 1.2DL+DLi+0.75WLXi+0.25WL-Zi Y.. Y DL 1.2 0L1 1 WL+X .75 ... .25 28 Joint Reactions LC Joint Label X[lb] Y Ib Z[IbI MXrib-ft MYrib-ft MZ[lb-ft 1 1 1 -25.298 173.642 0 -.002 0 121.945 2 1 N 11 25.298 175.084 0 -.002 0 123.089 3 1 Totals: 0 348.726 0 4 1 COG (in): X: 11.044 Y: 5.038 Z: 0 5 3 1 263.609 270.905 0 -.003 .006 191.24 6 3 N 11 499.17 28.003 -.001 0 .01 47.43 7 3 Totals: 762.779 298.908 0 8 3 COG (in): X: 11.044 Y: 5.038 Z: 0 9 4 1 192.281 240.389 68.44 -10.294 -70.492 169.558 10 4 N11 379.804 58.519 108.733 -8.531 -100.537 61.946 11 4 Totals: 572.085 298.908 177.173 12 4 COG (in): X: 11.044 Y: 5.038 Z: 0 13 5 1 49.626 179.358 205.327 -30.883 -211.86 126.197 RISA-3D Version 17.0.4 [ZA...\...\...\...\...\...\...\...\...\...\...\...\Cutchogue 2 UWS6 Comapct Mount- Rev 1.04e 1 Company APT May 14,2024 ''RISA Designer Cu Checked AM ed Job Number Cutchogue 2 NY Checked By: MT A NEMETSCHEK COMPANY Model Name TYP Mount Joint Reactions (Continued) LC Joint Label X[lb] Y Ib Z[lb] MXrib-ft MYrib-ft MZ[lb-ft 14 5 N11 141.07 119.55 326.193 -25.601 -302.057 90.976 15 5 Totals: 190.695 298.908 531.52 16 5 COG (in): X: 11.044 Y: 5.038 Z: 0 17 6 1 -21.701 148.844 273.776 -41.18 -282.732 104.519 18 6 N11 21.701 150.064 434.918 -34.139 -403.031 105.49 19 6 Totals: 0 298.908 708.694 20 6 COG (in): X: 11.044 Y: 5.038 Z: 0 21 7 1 -93.01 118.323 205.336 -30.888 -212.234 82.848 22 7 N11 -97.684 180.585 326.185 -25.608 -302.487 120.018 23 7 Totals: -190.694 298.908 531.521 24 7 COG (in): X: 11.044 Y: 5.038 Z: 0 25 8 1 -235.627 57.284 68.447 -10.298 -70.872 39.509 26 8 N11 -336.458 241.624 108.727 -8.541 -100.977 149.071 27 8 Totals: -572.084 298.908 177.174 28 8 COG (in): X: 11.044 Y: 5.038 Z: 0 29 9 1 -306.934 26.765 -.002 0 -.005 17.841 30 9 N11 -455.845 272.143 .003 -.004 -.01 163.597 31 9 Totals: -762.779 298.908 0 32 9 COG (in): X: 11.044 Y: 5.038 Z: 0 33 10 1 -235.627 57.284 -68.451 10.296 70.864 39.509 34 10 N11 -336.458 241.624 -108.723 8.534 100.962 149.071 35 10 Totals: -572.085 298.908 -177.173 36 10 COG (in): X: 11.044 Y: 5.038 Z: 0 37 11 1 -93.01 118.324 -205.338 30.885 212.232 82.848 38 11 N11 -97.685 180.585 -326.182 25.603 302.482 120.018 39 11 Totals: -190.695 298.908 -531.52 40 11 COG (in): X: 11.044 Y: 5.038 Z: 0 41 12 1 -21.701 148.844 -273.777 41.176 282.732 104.52 42 12 N11 21.7 150.064 -434.917 34.135 403.031 105.491 43 12 Totals: 0 298.908 -708.694 44 12 COG (in): X: 11.044 Y: 5.038 Z: 0 45 13 1 49.625 179.358 -205.328 30.878 211.863 126.198 46 13 N11 141.069 119.55 -326.193 25.598 302.062 90.976 47 13 Totals: 190.694 298.908 -531.521 48 13 COG (in): X: 11.044 Y: 5.038 Z: 0 49 14 1 192.28 240.389 -68.439 10.289 70.501 169.558 50 14 N11 379.804 58.519 -108.735 8.531 100.552 61.946 51 14 Totals: 572.084 298.908 -177.174 52 14 COG (in): X: 11.044 Y: 5.038 Z: 0 53 16 1 -8.487 326.647 -.001 -.004 .001 232.125 54 16 N11 128.397 274.302 .001 -.003 .001 201.543 55 16 Totals: 119.91 600.95 0 56 16 COG (in): X: 11.219 Y: 5.594 Z: 0 57 17 1 -17.628 319.817 9.543 -2.5 -10.222 227.201 58 17 N11 107.56 281.133 19.346 -2.105 -17.539 204.721 59 17 Totals: 89.933 600.95 28.889 60 17 COG (in): X: 11.219 Y: 5.594 Z: 0 61 18 1 -35.909 306.155 28.632 -7.491 -30.679 217.354 62 18 N11 65.887 294.794 58.035 -6.307 -52.631 211.076 63 18 Totals: 29.978 600.95 86.667 64 18 COG (in): X: 11.219 Y: 5.594 Z: 0 65 19 1 -45.05 299.325 38.176 -9.987 -40.912 212.43 66 19 N11 45.05 301.625 77.379 -8.409 -70.183 214.254 67 19 Totals: 0 600.95 115.555 68 19 COG (in): X: 11.219 Y: 5.594 Z: 0 69 20 1 -54.189 292.494 28.632 -7.492 -30.689 207.507 70 20 N11 24.212 308.456 58.035 -6.308 -52.643 217.432 RISA-3D Version 17.0.4 [ZA...\...\...\...\...\...\...\...\...\...\...\...\Cutchogue 2 UWS6 Comapct Mount- Rev 1.Qd3 e 2 Company APT May 14,2024 ''RISA Designer Cu Checked AM ed Job Number Cutchogue 2 NY Checked By: MT A NEMETSCHEK COMPANY Model Name TYP Mount Joint Reactions (Continued) LC Joint Label X[lb] Y Ib Z[lb] MXrib-ft MYrib-ft MZ[lb-ft 71 20 Totals: -29.977 600.95 86.667 72 20 COG (in): X: 11.219 Y: 5.594 Z: 0 73 21 1 -72.469 278.832 9.543 -2.5 -10.233 197.66 74 21 N11 -17.464 322.118 19.346 -2.106 -17.553 223.789 75 21 Totals: -89.933 600.95 28.889 76 21 COG (in): X: 11.219 Y: 5.594 Z: 0 77 22 1 -81.608 272.001 -.002 -.004 0 192.737 78 22 N 11 -38.302 328.949 .002 -.004 -.002 226.967 79 22 Totals: -119.91 600.95 0 80 22 COG (in): X: 11.219 Y: 5.594 Z: 0 81 23 1 -72.469 278.832 -9.546 2.492 10.232 197.66 82 23 N11 -17.464 322.118 -19.343 2.097 17.55 223.789 83 23 Totals: -89.933 600.95 -28.889 84 23 COG (in): X: 11.219 Y: 5.594 Z: 0 85 24 1 -54.189 292.494 -28.635 7.484 30.689 207.507 86 24 N 11 24.212 308.456 -58.032 6.3 52.642 217.433 87 24 Totals: -29.978 600.95 -86.667 88 24 COG (in): X: 11.219 Y: 5.594 Z: 0 89 25 1 -45.05 299.325 -38.179 9.98 40.913 212.43 90 25 N 11 45.049 301.625 -77.376 8.401 70.182 214.254 91 25 Totals: 0 600.95 -115.555 92 25 COG (in): X: 11.219 Y: 5.594 Z: 0 93 26 1 -35.909 306.155 -28.634 7.484 30.68 217.354 94 26 N 11 65.886 294.794 -58.032 6.3 52.631 211.076 95 26 Totals: 29.977 600.95 -86.667 96 26 COG (in): X: 11.219 Y: 5.594 Z: 0 97 27 1 -17.628 319.817 -9.546 2.492 10.224 227.201 98 27 N 11 107.56 281.133 -19.343 2.098 17.541 204.721 99 27 Totals: 89.933 600.95 -28.889 100 27 COG (in): X: 11.219 Y: 5.594 Z: 0 Envelope Joint Reactions Joint Xrib] LC Yrib] LC Zrib] LC MX[lb-ft LC MYrib-ft LC MZrib-ft LC 1 1 max 263.609 3 326.647 16 273.776 6 41.176 12 282.732 12 232.125 16 2 min -306.934 9 26.765 9 -273.777 12 -41.18 6 -282.732 6 17.841 9 3 N 11 max 499.17 3 328.949 22 434.918 6 34.135 12 403.031 12 226.967 22 4 min -455.845 9 28.003 3 -434.917 12 -34.139 6 -403.031 6 47.43 3 5 Totals: max 762.779 3 600.95 25 708.694 6 6 min -762.779 9 298.908 6 -708.694 12 RISA-31D Version 17.0.4 [ZA...\...\...\...\...\...\...\...\...\...\...\...\Cutchogue 2 UWS6 Comapct Mount- Rev 1.Qd3 e 3 Project ID: NY474600 Site Name: Cutchogue 2 NY(1-I6425) �A P T Date: 5/14/2024 ENGINEERING PROPOSED CONNECTION CHECK >>Max Reactions per RISA Output: N11, LC6 (Axial) Fx= 21.7 Ibs Mx= 34.1 Ibs-ft Fy= 150.1 Ibs My= 403.0 Ibs-ft Fz= 434.9 Ibs Mz= 105.5 Ibs-ft >>Proposed Connection: L, in Win Member Size= 4 x 4 L, in W,in t, in Plate= 8 x 8 x 0.25 Bolt Spac.= 6 in Fy= 36 ksi Bolt Dia= 0.625 in Grade= A325 #of Bolts= 4 >>Check Proposed Bolts: 5/8" DIA A325 Bolts Tall= 20700 Ibs Vail= 12400 Ibs TMy= 403.0 Ibs TmZ= 105.49 Ibs Vry/r:= 115.0198 Ibs TFa= 5.43 Ibs VMx= 34.139 Ibs Ft= 513.9 Ibs Fv= 149.1588 Ibs >>Bolt Interaction: 0.024828 + 0.012 = 0.037 <1.0,OK >>Check Existing Plate: Zx= 0.125 in' Flange Arm= 1.00 in (Face of Member to Centerline of Bolt) fact.= 8.22 ksi fail= 32.40 ksi >>Plate Interaction: 0.254 <1.0,OK Appendix C REFERENCES NOTE: PARTS LIST FOR POLE SIZES ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 28"TO 42"DIAMETER 1 3 X-210717 STANDOFF BRACKET WELDMENT 28.58 85.74 ORDER SEPARATELY PART#"LP-42" 2 6 X-ATB PIPE ATTACHMENT BRACKET 10.68 64.10 3 12 X-UB1358 1/2"X 3-5/8"X 5-1/2"X 3"U-BOLT(HDG.) 0.77 9.27 3 12 X-UB1300 1/2"X 3"X 5"X 2"U-BOLT(HDG.) 0.70 8.40 3 12 X-UB1212 1/2"X 2-1/2"X 4-1/2"X 2"U-BOLT(HDG.) 0.63 7.56 4 24 G12FW 1/2"HDG USS FLATWASHER 3/32 in 0.03 0.82 5 24 G12LW 1/2"HDG LOCKWASHER 1/8 in 0.01 0.33 10-3/4"TO 28" 6 24 G12NUT 1/2"HDG HEAVY 2H HEX NUT 0.07 1.72 MONOPOLE 7 24 G5802 5/8"x 2"HDG HEX BOLT GR5 0.27 6.47 (REF) 8 24 G58FW 5/8"HDG USS FLATWASHER 1/8 in 0.07 1.69 9 36 G58LW 5/8"HDG LOCKWASHER 0.03 0.94 10 36 G58NUT 5/8"HDG HEAVY 2H HEX NUT 0.13 4.68 11 3 X-UGLM MINI RING MOUNT WELDMENT 21.67 65.00 12 6 G58R-24 5/8"x 24"THREADED ROD(HDG.) 24 in 0.40 2.39 14 7/16" 12 6 G58R-14 5/8"x 14"THREADED ROD(HDG.) 0.40 2.39 (TYP) TOTAL WT.# 276.40 7 9 8 10 21 5/8" (TYP.) 2-3/8"TO 3-1/2" O.D.PIPE (ORDER SEPARATELY) 7 9 10 II I I j 11 I � MAY BE ADJUSTED / -I AS REQUIRED _ e 3 e o 5 II p I / 1 rip I oe . 6 e 1 ��. 12 8 9 10 f--�- II DETAIL A 2 u u u U TOLERANCE NOTE DESCRIPTION Locatlona: TOLERANCES ON DIMENSIONS,UNLESS OTHERWISE NOTED ARE: ANTENNA MOUNT-MONOPOLE SITE New York,NY Engineering Atlanta,GA SAWED,SHEARED AND GAS CUT EDGES(t 0.030) (14-112"STANDOFF) PRO Support Team: Los Angeles,CA DRILLED AND GAS CUT HOLES(t 0.030")-NO CONING OF HOLES I-888-753-7446 PlYmouth,IN LASER CUT EDGES AND HOLES(t 0.010")-NO CONING OF HOLES Salem,OR A�EIOEkY IxMSSWY Dallas,TX BENDS ARE t 1/2 DEGREE-ALL OTHER MACHINING(t 0.030") ALL OTHER ASSEMBLY(3 0.080") DRAWN BY CPD NO. DRAWING USAGE PART NO. r CEK 1/4/2012 semb CUSTOMER UWS6-NP A REPLACED X-210746 WITH X-ATB Semb CEK 1/5/2012 PROPRIETARY NOTE 0 REV DESCRIPTION OF REVISIONS CPD BY DATE THEGATAANGTECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF t!!: AL CHECKEDBY DWG.NO. -n VALMONT INDUSTRIES AND CONSIDERED A TRADE SECRET.ANY USE OR DISCLOSURE WITHOUT BMC 1/6/2012 UWS6-NP REVISION HISTORY THE CONSENT OF VALMONT INDUSTRIES IS STRICTLY PROHIBITED. AT&T RFDS Details - WOID Objective USID FA Code Estimated SQIN Current Task RFDS-9032 Macro 305667 14644747 11563 C and E Approve Preliminary RFDS Issue Date Last Workflow Date Last Modified Date Last Modified By Assigned To t2-Jan-2024 01-May-2024 01-May-2024 gn0335 Site Detail Site Id USID FA Code Atoll Site Name Location Name Finance Region Finance Market S IN Y 006556 305667 14644747 N Y L06425 N Y L06425 NORTHEAST NYC/N N.1 Finance Submarket RF Engineer Structure Type Address City Site Latitude Decimal(N) Site Longitude Decimal(W) NYC Monopole 31775 MAIN ROAD CUTCHOGUE 41.019551 -72.480118 State ZIP County Structure Latitude Structure Longitude Decimal(N) Decimal(W) NY 11935 SUFFOLK 41.01005 -72.4850694444444 Directions,Access&Equip Loe Initiative/Prgject NSB RFDS-SNAP NOKIA EQUIPMENT WITH ERICSSON EQUIPMENT Job Detail Page 1 of 1 I Planning Number Planning Status Product Group Product Sub Group Job ID Oracle PTN Spectrum ER_-RNYJ-24-20149 Issued 5G NR Radio 5G NR 1SR CBAND WSNYJ0046307 219IAlANlQ DoD 3.45 GHz A+B+C+D(40 MHz)Band n77 ER -RNYJ-24-20168 Issued LTE Next Carrier LTE 2C WSNYJ0046326 2191AIAMZL 700 MHz UPPER D(10 MHz) Band 14 CBAND 4 GHz ER_-RNYJ-24-20152 Issued 5G NR Radio 5G NR 1SR CBAND WSNYJ0046310 2191AIANIZ B4+B5+Cl+C2(80MHz) Baud n77 ER -RNYJ-24-20178 Issued LTE Next Carrier LTE 3C WSNYJ0046336 2191AIAMSC WCS MHz A+B(10 MHz) E-UTRA Band 30 700 MHz OFFSET ER_-RNYJ-24-20160 Issued New Site LTE Only I WSNYJ0046318 2191AIAN47 LOWER B+C(10 MHz) E-UTRA BAND 17 ER -RNYJ-24-20]64 Issued SG NR Radio SG NR 1DR-1 WSNYJ0046322 2191AIAN4L PCS MHz A3+A4+E(15Mhz) E-UTRA Band 2 Design Summary Page I of I Inventory Existing Count Final Count Antenna Face A 0 2 Antenna Face B 0 2 Antenna Face C 0 2 RRH 0 15 RF Inventory Details (Final) Page I of 4 Sec- Equipment Vendor Model Linked Cells Technology RRH Position Cascaded Common Name OTA Status Status Pos Type From/Cpri Info A-1 ANTENNA COMMSCOPE KVVSS-65A-R3 _2A_1 __ AS-DESIGNED AF MIGRATED A-1 RRH ERICSSON 4490 135/1312A 2A_1 BOTTOM __ AS-DESIGNED AF MIGRATED A-1 TRIPLEXER COMMSCOPE STX61742T43 __ AS-DESIGNED AF MIGRATED A-2 ANTENNA COMMSCOPE KVVSS-65A-R3 _3A_1 __ AS-DESIGNED AF MIGRATED A-2 RRH ERICSSON 4415 B30 3A 1 BOTTOM/ AS-DESIGNED NEW GROUND A-2 RRH ERICSSON 4467 B77D/B77G 2A_1 BOTTOM _�_ AS-DESIGNED AF MIGRATED A-2 RRH ERICSSON 4890 1325/1366 _2A_1 I BOTTOM AS-DESIGNED AF MIGRATED A-2 RRH ERICSSON 4494 1314/1329 2A_1 BOTTOM __ AS-DESIGNED AF MIGRATED A-2 TRIPLEXER COMMSCOPE STX61742T-43 __ AS-DESIGNED AF MIGRATED A-2 TRIPLEXER COMMSCOPE CTX192126T-D AS-DESIGNED NEW S-43 A-2 TRIPLEXER COMMSCOPE STX61742T-43 _�_ AS-DESIGNED AF MIGRATED RF Inventory Details (Final) Page 2 of 4 Sec- Equipment Vendor Model Linked Cells Technology RRH Position Cascaded Common Name OTA Status Status Pos Type From/Cpri Info A-2 TRIPLEXER COMMSCOPE CTX192126T-D AS-DESIGNED NEW S-43 A 2 TRIPLEXER COMMSCOPE STX61742T-43 AS-DESIGNED AF MIGRATED B-1 ANTENNA COMMSCOPE KWSS-65A-R3 __ AS-DESIGNED AT MIGRATED B-1 RRH ERICSSON 4490 B5/1312A _2A_1 BOTTOM __ AS-DESIGNED AF MIGRATED B-1 TRIPLEXER COMMSCOPE STX61742T43 AS-DESIGNED AF MIGRATED B-2 ANTENNA COMMSCOPE KWSS-65A-R3 __ AS-DESIGNED AF MIGRATED B-2 RRH ERICSSON 4415 B30 _3A_1 GROUND AS-DESIGNED NEW B-2 RRH ERICSSON 4467 g77 D/B77G 2A_1 BOTTOM AS-DESIGNED AF MIGRATED B-2 RRH ERICSSON 4494 1314/1329 _2A_1 BOTTOM __ AS-DESIGNED AF MIGRATED B-2 RRH ERICSSON 4110 B25/B66 _2A_1 BOTTOM AS-DESIGNED AF MIGRATED B-2 TRIPLEXER COMMSCOPE STX61742T43 _�_ AS-DESIGNED AF MIGRATED RF Inventory Details (Final) Page 3 of 4 Sec- Equipment Vendor Model Linked Cells Technology RRH Position Cascaded Common Name OTA Status Status Pos Type From/Cpri Info B-2 TRIPLEXER COMMSCOPE CTX192126T-D AS-DESIGNED NEW 5-43 B-2 TRIPLEXER COMMSCOPE CTX192126T-D AS-DESIGNED NEW 5-43 B-2 TRIPLEXER COMMSCOPE STX61742T43 __ AS-DESIGNED AF MIGRATED B-2 TRIPLEXER COMMSCOPE STX61742T-43 AS-DESIGNED AF MIGRATED C-1 ANTENNA COMMSCOPE KWSS-65A-R3 __ AS-DESIGNED AF MIGRATED C-1 RRH ERICSSON 4490 135/1312A 2A_1 BOTTOM __ AS-DESIGNED AF MIGRATED C-1 TRIPLEXER COMMSCOPE STX61742T43 __ AS-DESIGNED AF MIGRATED C-2 ANTENNA COMMSCOPE KWSS-65A-R3 AS-DESIGNED AF MIGRATED 4467 C-2 RRH ERICSSON B77D/B77G 2A_1 BOTTOM AS-DESIGNED AF MIGRATED C-2 RRH ERICSSON 4415 B30 _3A_1 BOTTOMJ GROUND AS-DESIGNED NEW C-2 RRH ERICSSON 4890 1325/1366 2A_1 BOTTOM __ AS-DESIGNED AF MIGRATED RF Inventory Details (Final) Page 4 of 4 0 M See- Equipment Vendor Model Linked Cells Technology RRH Position Cascaded Common Name OTA Status Status Pos Type From/Cpri Info C-2 RRH ERICSSON 4494 1314B29 2A_1 BOTTOM __ AS-DESIGNED AF MIGRATED C-2 TRIPLEXER COMMSCOPE STX61742T43 _�_ AS-DESIGNED AF MIGRATED C-2 TRIPLEXER COMMSCOPE CTX192126T-D AS-DESIGNED NEW S-43 C-2 TRIPLEXER COMMSCOPE CTX192126T-D AS-DESIGNED NEW S-43 C-2 TRIPLEXER COMMSCOPE STX61742T43 AS-DESIGNED AF MIGRATED C-2 TRIPLEXER COMMSCOPE STX61742T43 __ AS-DESIGNED AF MIGRATED Antenna Position Details 1 (Final) Page 1 of 2 Sec-Pos A-1 A-2 B-1 B-2 C-1 C-2 Vendor COMMSCOPE COMMSCOPE COMMSCOPE COMMSCOPE COMMSCOPE COMMSCOPE - Model KVVSS-65A-R3 KVVSS-65A-R3 KVVSS-65A-R3 KVVSS-65A-R3 KVVSS-65A-R3 KVVSS-65A-R3 Rad Center 75 75 75 75 75 75 - Megnetic Declination - - - - - - Tip Height - - - - - - Azimuth 0 0 120 120 240 240 - 48.00*11.90*7.1 48.00*11.90*7.1 48.00*11.90*7.1 48.00*11.90*7.1 48.00*11.90*7.1 48.00*11.90*7.1 Antenna Size(H x W x D) 0 0 0 0 0 0 Antenna Weight 35 35 35 35 35 35 Mechanical Downtilt 0 0 0 0 0 0 Linked Cells 2A 1 3A 1 Vertical Separation from Antenna Above(Tip to - - - - Tip) Vertical Separation from Antenna Below(Tip to Tip) Antenna Position Details 1 (Final) page z of z Horizontal Separation from Closest Antenna to 36 36 36 36 36 36 Left(Centerline to Centerline) Horizontal Separation from Closest Antenna to 36 36 36 36 36 36 Right(Centerline to Centerline) Horizontal Separation from Another Antenna (which antenna#/#of inches) Local Market Notes Page I of I W Sec-Pos Vendor Model Local Market Notes 1 Local Market Notes 2 Local Market Notes 3 AS PER PHIL LICHTENBERGER(ATT UID:p14450) A-1 COMMSCOPE KVVSS-65A-R3 Vcrizon LL Tower close to max weight capacity. RRH\'s must be ground mounted and only 2 ant on tower. AS PER PHIL LICHTENBERGER(ATT UID:p14450) A-2 COMMSCOPE KVVSS-65A-R3 Verizon LL Tower close to max weight capacity. RRHV's must be ground mounted and only 2 ant on tower. AS PER PHIL LICHTENBERGER(ATT UID:p14450) B-1 COMMSCOPE KVVSS-65A-R3 Verizon LL Tower close to max weight capacity. RRHV's must be ground mounted and only 2 ant on tower. AS PER PHIL LICHTENBERGER(ATT UID:p14450) B-2 COMMSCOPE KVVSS-65A-R3 Verizon LL Tower close to max weight capacity. RRH\'s must be ground mounted and only 2 ant on tower. AS PER PHIL LICHTENBERGER(ATT UID:p14450) C-1 COMMSCOPE KVVSS-65A-R3 Verizon LL Tower close to max weight capacity. RRHV's must be ground mounted and only 2 ant on tower. AS PER PHIL LICHTENBERGER(ATT UID:p14450) C-2 COMMSCOPE KVVSS-65A-R3 Verizon LL Tower close to max weight capacity. RRH\'s must be ground mounted and only 2 ant on tower. Port Level Details Page I of I Sec-Pos Vendor Model Port Cells Gain Elec Tilt Azimuth Coax Type Coax Length A-1 COMMSCOPE KVVSS-65A-R3 1 2A 1 0 0.0 7/8"hardlines 0 A-2 COMMSCOPE KVVSS-65A-R3 5 3A 1 - - - Cell Details (Final) Page I of 1 ■ Cell ID BBU RRH Sector Position Port Frequency RCN USeId OTA Status Status 4467 B77D/B77G 14490 135/1312A 1 4467 B77D/B77G 14490 135/1312A 2A l 4490135/B12A148901325/136614494 A-1-1 AWS 22 305667.A.AWS.4G.tmpl AS-DESIGNED NEW B 14/B29 1 4890 1325/1366 1 4494 B14/1329 14467 B77D/B77G 14890 1325/1366 14494 B14/1329 _3A_1 4415 B30 1 4415 B30 1 4415 B30 A-2-5 WCS 149 305667.A.WCS.4G.tmpl AS-DESIGNED NEW Leasing Estimated SQIN Estimated SQIN(Active) Estimated SQIN(RIP) Allowed SQIN Overage SQIN Overage Cost 9772 9772 0 0 0 Initiative Name Initiative Guidance Initiative Details URL SQIN Calculation Details Contract Company Calculation Type RAD Rule Used Primary RAD Rule Applied Monthly Cost per SQ IN Equipment Covered in Contract Unknown Surfacc UNKNOWN $0 SQUIDJRiPLEXER,RRH,ANTENNA Calculated RAD Center(s) Cable Estimated SQIN Cable Allowed SQIN Cable Overage SQIN Cable Overage Cost Not Applicable 0 Equipment in the calculation : Active Page I of I From Type Model Calculated RAD Center Quantity Dimentions Calculated SQ1N per Calculated SQIN per Unit Unit INPUT RADIO 4890 1325/1366 75 3 20.6*15.7*7 323.42 970.26 INPUT ANTENNA I VVSS-65A-R3 75 6 48*11.9*7.1 571.2 3,427.2 INPUT TRTPLEXER STX61742T-43 75 12 4.65*8.98*2.25 41.76 501.12 INPUT RADIO 4490 135/1312A 75 3 20.6*15.6*7 321.36 964.08 INPUT RADIO 4494 B 14/1329 75 3 18*16*6 288 864 INPUT RADIO 4467B77DB77G 75 3 18.8*14.8*6.1 278.24 834.72 INPUT TRIPLEXER CTX792126T-DS-43 75 6 0*0*0 4 24 Calculated SQUID - 6 _*_*_ 2,187 - Notes Page 1 of 1 Date/Time Creator Category Note 2024-05-01 13:00:10.0 gn0335 GenericComment Updated RFDS from 24 coax to 12 coax,thus plumbing changes and triplexers.Also added WCS radio. Plumbing Diagram Page t of 3 Sector A BS/B'12 O RCS/AWS 4890 B'14/B29 4490 18 4494 -— C-Band DOD 448� ptic Fiba DC Cabl DC Cable p-Fib. Plumbing Diagram Page z of 3 Sector B BS/B'12 O RCS/AWS 4890 B'14/B29 4490 18 4494 -— C-Band DOD 448� ptic Fiba DC Cabl DC Cable p-Fib. Plumbing Diagram Page 3 of 3 Sector C BS/B'12 O RCS/AWS 4890 B'14/B29 4490 18 4494 -— C-Band DOD 448� ptic Fiba DC Cabl DC Cable p-Fib. Inventory Changes Page I of 2 Change Type Sec-Pos Equipment Type Common Name Equipment Model Updated Field Old Value New Value Linked Cells Add A-1 ANTENNA KVVSS-65A-R3 2A_1 Add I B-1 ANTENNA KVVSS-65A-R3 Add C-1 ANTENNA KVVSS-65A-R3 Add A-2 ANTENNA KVVSS-65A-R3 3A 1 Add B-2 ANTENNA KVVSS-65A-R3 Add C-2 ANTENNA KVVSS-65A-R3 Add A-2 RRH 4467 B77D/B77G 2A 1 Add A-1 RRH 4490 B5/B12A 2A 1 Add B-2 RRH 4467 B77D/B77G 2A 1 Add B-1 RRH 4490 135/1312A 2A 1 Add C-1 RRH 4490 135/1312A 2A 1 Add A-2 RRH 4890 1325B66 2A 1 Add I A-2 RRH 4494 B 14/1329 2A_1 Add B-2 RRH 4990 B251B66 2A 1 Add B-2 RRH 4494B14B29 2A 1 Add C-2 RRH 4467 B77D/B77G 2A 1 Add C-2 RRH 4890 1325/1366 2A 1 Add C-2 RRH 4494 1314/1329 2A 1 Add C-2 TRIPLEXER STX61742T-43 Add C-2 TRIPLEXER STX61742T-43 Add A-2 TRIPLEXER STX61742T-43 Add A-1 TRIPLEXER STX61742T-43 Inventory Changes Page 2 of 2 Change Type Sec-Pos Equipment Type Common Name Equipment Model Updated Field Old Value New Value Linked Cells Add A-2 TRIPLEXER STX61742T-43 Add B-1 TRIPLEXER STX61742T-43 Add A-2 TRIPLEXER STX61742T-43 Add B-2 TRIPLEXER STX61742T-43 Add B-2 TRIPLEXER STX61742T-43 Add B-2 TRIPLEXER STX61742T-43 Add C-2 TRIPLEXER STX61742T-43 Add C-1 TRIPLEXER STX61742T-43 Add A-2 TRIPLEXER CTX192126T-DS-43 Add A-2 TRIPLEXER CTX192126T-DS-43 Add A-2 RRH 4415 B30 3A 1 Add C-2 TRIPLEXER CTX192126T-DS-43 Add C-2 TRIPLEXER CTX192126T-DS-43 Add B-2 TRIPLEXER CTX192126T-DS-43 Add B-2 TRIPLEXER CTX192126T-DS-43 Add C-2 RRH 4415 B30 3A 1 Add B-2 RRH 4415 B30 3A 1 From: Cerezo, Mara Sent: Thursday,June 27, 2024 2:44 PM To: Westermann, Caitlin Subject: FW:ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11 (AT&T site LI-6425) Attachments: LI-6425_Cutchogue_Feed-line_Cable_Letter_062124.pdf; 14644747.305667.RFSSRP.06.26.2024_PE.pdf P8 H L Iti-T7413cl C. For Incoming Mail. RECEIVF--�- ED - JUN 2 7 2024 From: Katie Jacobs<kjacobs@clinellc.com> — Sent:Thursday,June 27, 2024 2:26 PM Southold Town Planning Board To:Cerezo, Mara <marac@southoldtownny.gov> Cc: Elizabeth Herington-Smith <elizabeth@cityscapegov.com>; Steve Webster<steve@cityscapegov.com> Subject: RE:ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11 (AT&T site LI-6425) Hi folks- The signed affidavit from the architect and EME report are attached above for you. A letter from the towner owner stating they have a plan in place to paint the pole takes a bit of time. AT&T requests that the Town consider this submission, the resuming of shot clock and if needed make the pole being painted by the tower owner a condition (along with the not starting tower work until the osprey off season of course). Please let me know if you have any questions. Thanks! Katie Jacobs I Project Manager Phon& 516-765-0033 (T11 kiacobs(a)_clinellc.com I www.centerlinecommunications.com From: Cerezo, Mara<marac@southoldtownny.gov> Sent:Thursday,June 27, 2024 12:27 PM To: Katie Jacobs<kiacobs@clinellc.com> Cc: Elizabeth Herington-Smith <elizabeth@cityscapegov.com>; Steve Webster<steve@cityscapegov.com> Subject: RE:ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11(AT&T site LI-6425) Hi Katie, I'm checking in to be sure that any materials you submit directly to Cityscape are also being sent to the Southold Town Planning Department. We will be in touch regarding the proposed fencing. Thank you, Mara 1 --------------------------- Mara Cerezo, Planner Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email: MaraC@southoldtownny.gov From: Katie Jacobs<kiacobs@clinellc.com> Sent: Friday,June 21, 2024 12:37 PM To: Elizabeth Herington-Smith<elizabeth@cityscapegov.com>;Steve Webster<steve@cityscapegov.com> Cc: Cerezo, Mara <marac@sout hold town ny.gov> Subject: RE:ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11 (AT&T site LI-6425) Hi—Yes, I had someone in the area yesterday who confirmed the same. We are aware no construction on the tower can occur while there is an active nest. Thanks, Katie Jacobs I Project Manager Phone 0-16 85-0080 kiacobs@clinellc.com I www.centerlinecommunications.com From: Elizabeth Herington-Smith <elizabeth@cityscapegov.com> Sent: Friday,June 21, 2024 12:34 PM To:Steve Webster<steve@cityscapegov.com>; Katie Jacobs<kiacobs@clinellc.com> Cc: marac@southoldtownny.gov Subject: Re: ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11(AT&T site LI-6425) Katie,the Town has indicated there is an osprey nest on top of the tower. Best regards, Elizabeth Herington-Smith VP/General Manager Direct Line:561-541-3104 CITYSCAPE CONSULTANTS,INC. Toll Free: 877-438-2851 Ext.102 www.cityscapegov.com From: Steve Webster<steve@cityscapegov.com> Date: Thursday, June 20, 2024 at 2:06 PM To: Katie Jacobs<kiacobs@clinellc.com> 2 Cc: <marac@southoldtownny.gov>, <elizabeth@cityscapegov.com> Subject: RE: ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11 (AT&T site LI-6425) Katie, I'm passing along information from the town. Steve On Jun 20, 2024 10:37 AM, Katie Jacobs<kiacobs@clinellc.com>wrote: Hi Steve- With regards to the osprey. You are saying there is a current active nest on the top of the pole? Thanks, Katie Jacobs I Project Manager --� _ Phone 516-76.5-0083 Jacobs(a-)clinellc.com I www.centerlinecommunications.com From:Steve Webster<steve@cityscapegov.com> Sent:Thursday,June 20, 2024 1:14 PM To: Katie Jacobs<kiacobs@clinellc.com> Cc: marac@southoldtownny.gov; elizabeth@cityscapegov.com Subject:ATT Colocation at 31775 Main Rd. Cutchogue/SCTM#1000-97-5-11 (AT&T site LI-6425) Katie, The application is deemed incomplete for the following: • Please have an engineer send an affidavit confirming the inability to route the cable inside the pole shaft.Also, if the cable has to go on the outside, please indicate on the CDs the location the cable will be routed.The Town preference is to have the cable in the lease visibly intrusive area. 3 • Please submit a letter from the tower owner indicating a plan to have the pole itself repainted as it is in poor visual condition. • The application requires an RF responsibility letter from AT&T and RF EME report for the application. • The osprey nest at the top of the pole needs to be addressed. State environmental law prohibits disturbing the nest during sensitive times for the development of their offspring (https://www.nysenate.gov/legislation/laws/ENV/11-0505 see section 7). The Town is reviewing and will address the proposed fencing. Thank you. Steve Webster Cityscape Consultants 4 'NA PT ENGINEERING Centerline Communications, LLC June 21,2024 5550 Merrick Road Suite 302 Massapequa,NY 11758 RE: AT&T Feed-line Cable Response Letter AT&T Site I.D.: "LI-6425" 31776 Main Road, Cutchogue,NY 11935 APT Filing No.: NY474600 To Whom It May Concern, APT Engineering (APT), a professional engineering corporation licensed in the State of New York, has been retained by Centerline Communications to evaluate the proposed cable mounting on the existing host tower structure at the above referenced location. The existing tower is a 90-foot, 12-sided tapered steel monopole of unknown manufacturer and currently supports Verizon Wireless (Verizon) equipment. Due to Verizon occupying the only available cable exit port at approximately 85'+ above grade, we recommend that the proposed AT&T feed-line cables be routed along the exterior face of the monopole. The AT&T feed-line cables (12-7/8" dia. coax), are proposed to be routed along the exterior of the existing tower(Northeasterly side), arranged in a single string. Reference is made to the Cable Support Detail(9/C-2)within the Rev 4 Construction Drawings,prepared by this office, dated 06/05/2024, where it is noted that all exposed cables shall be painted to match the existing host tower. Sincerely, ��O f NEW , APT Engineering �� S T '0 2 Michael S. Trodden, P.E. Sr. Structural Engineer 096474 SSIONP� APT ENGINEERING 567 VAUXHALL STREET EXTENSION • SUITE 311 •WATERFORD,CT 06385• PHONE 860-663-1697 . • IV CENTERLINE Radio Frequency Safety Survey Report Prediction (RFSSRP) AT&T Monopole Facility Site Name LI-6425 Site ID SINY006556 Site Address 31775 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: June 26, 2024 Centerline PN: Internal Pace ID: WSNYJ0046307 Report Writer: Jessa Evangelista WSNYJ0046326 WSNYJ0046310 Report Reviewer: Michael Fischer WSNYJ0046336 WSNYJ0046318 WSNYJ0046322 i' Statement of Compliance AT&T is compliant with FCC regulations. Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 1 LI-6425 /305667/ 14644747 CENTERLINE - TABLE OF CONTENTS 1.0 GENERAL SUMMARY.......................................................................................................................3 1.1 SITE SUMMARY.............................................................................................................................3 1.2 SITE MITIGATION.........................................................................................................................4 2.0 SITE SCALE MAP...............................................................................................................................5 3.0 CALCULATED RF EXPOSURE LEVELS.......................................................................................7 4.0 RF EXPOSURE DIAGRAMS.............................................................................................................8 5.0 STATEMENT OF COMPLIANCE.................................................................................................. 12 5.1 RECOMMENDATIONS................................................................................................................12 APPENDIX A: AT&T RF SIGNAGE ....................................................................................................13 APPENDIX B: FCC GUIDELINES AND EMISSIONS THRESHOLD LIMITS.............................14 APPENDIX C: CALCULATION METHODOLOGY..........................................................................16 APPENDIX D: CERTIFICATIONS.......................................................................................................17 APPENDIX E: PROPRIETARY STATEMENT................................................................................... 18 Centerline• 750 W Center Street•West Bridgewater•MA•02379 P � 2 LI-6425 /305667/ I4644747 CENTERLINE - 1.0 GENERAL SUMMARY Centerline has been contracted to provide a Radio Frequency(RF)Analysis for the following AT&T monopole facility to determine whether the facility is in compliance with federal standards and regulations regarding RF emissions. This analysis includes theoretical emissions calculations for all equipment for AT&T. 1.1 SITE SUMMARY Analysis Site Data Site USID: 305667 Site FA#: 14644747 Site Name: LI-6425 Site Address: 31775 MAIN ROAD, CUTCHOGUE, NY 11935 Site Latitude: 41.019551 Site Longitude: -72.480118 Facility Type: Monopole Compliance Summary Compliance Status: Compliant Maximum Calculated AT&T MPE Level on Site 2.90% (General Population Limit): Maximum Calculated Composite MPE Level on Site ° 3.22/o (General Population Limit): Maximum Calculated AT&T MPE Level at Ground 2.90% (General Population Limit): Maximum Calculated Composite MPE Level at Ground ° 3.22/o (General Population Limit): Site Data Information CD: LI-6425 Cutchogue_CD Rev3 052824 RFDS: RFDS-9032 NYL06425 Design Extract(1) Centerline• 750 W Center Street•West Bridgewater•MA•02379 P 3 LI-6425 /305667/ 14644747 CENTERLINE 1.2 SITE MITIGATION Signage and barriers are the primary means of mitigating accessible areas of exposure. Below is a summary of existing and recommended signage at this AT&T facility. Existing Signage and Barriers(AT&T Sectors) Location Information Notice Notice 2 Caution I Caution 2 Caution 2B Caution 2C Warning Warning 2 Barriers Access 1 0 0 0 0 0 0 0 0 0 0 Alpha 0 0 0 0 0 0 0 0 0 0 Beta 0 0 0 0 0 0 0 0 0 0 Gamma 0 0 0 0 0 0 0 0 0 0 Recommended Sign, a and Barriers(AT&T Sectors)—Actions that MUST be Taken Location Notice 2 Caution 2 Caution 2B Caution 2C Warning 2 1 Barriers Access 1 0 0 1 0 0 0 Alpha 0 0 0 0 0 0 Beta 0 0 0 0 0 0 Gamma 0 0 0 0 0 0 Final Compliant Configuration(AT&T Sectors)—All Mitigation Items that MUST be in Place Location Information Notice Notice 2 Caution Caution 2 Caution 2B Caution 2C Warning Warning 2 Barriers Access 1 0 0 0 0 0 1 0 0 0 0 Alpha 0 0 0 0 0 0 0 0 0 0 Beta 0 0 0 0 0 0 0 0 0 0 Gamma 0 0 0 0 0 0 0 0 0 0 AT&T Policy Items: Access: • Install(1) Caution 2B sign at the base of the monopole. Centerline•750 W Center Street•West Bridgewater•MA•02379 14 LI-6425 /305667/ 14644747 CENTERLINE 2.0 SITE SCALE MAP v All Sectors Grid size: 10' Verizon Beta Sector Verfzon Alpha Sector "°"._ ACAUTI0 Vertzon Gamma Sector == AT&T Alpha Sector AT&T Beta Sector T _-- INFO 1 Caution 2 -� --- '� �LAT8T Gamma Sector Main Buliding=17' ACAUT10 Caution 2B i = _ Notice 1 Caution 2B AT&T Equipment Platform y ACAUTION (00) u.>> Notice 2 Caution 2C (CAUTION WARNING -77 Caution 1 Warning 2 Existing Proposed Barrier Barrier Items to be Existing Proposed Sign Signage/Mitigation Plan removed Sign LI-6425/ 14644747 Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 15 LI-6425 305667 14644747 CENTERLINE Tower Base Grid size: 10' TOP OF MONOPOLE 92'-q^ Caution 2B ACAUTION / INFO 1 Caution 2 AT&T Equipment Platform ACAUTION _ _ `^ -- -- _ `--'_ ,�• .fir'°" . Notice 1 Caution 2B ACAUTION <<`0) rNotice 2' Cautiontlo2C CAUTION - Caution 1 Warning 2 Existing Proposed Barrier Barrier Items to be Existing Proposed Sign Signage/Mitigation Plan removed Sign LT-6425/ 14644747 Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 16 LI-6425 /305667/ 14644747 CENTERLINE - 3.0 CALCULATED RF EXPOSURE LEVELS Calculations performed based upon the data listed for this facility have produced the results that are shown below: Maximum Calculated AT&T MPE Level on Site: % of MPE Limit: Accessible General Population MPE Limits: 2.07% Accessible Occupational MPE Limits: 0.41% Maximum Calculated Composite MPE Level on Site: % of MPE Limit: Accessible General Population MPE Limits: 2.36% Accessible Occupational MPE Limits: 0.47% Maximum Calculated AT&T Ground Level MPE: % of MPE Limit: Accessible General Population MPE Limits: 2.90% Accessible Occupational MPE Limits: 0.58% Maximum Calculated Composite Ground Level MPE: % of MPE Limit: Accessible General Population MPE Limits: 3.22% Accessible Occupational MPE Limits: 0.64% Centerline• 750 W Center Street•West Bridgewater•MA•02379 1' a�-., , 17 LI-6425 /305667/ 14644747 CENTERLINE 4.0 RF EXPOSURE DIAGRAMS Overview - Ground Level &Adjacent Buildings (All Carriers) 48ft 24ft Oft 24ft 48ft 72ft 48ft - — - 24ft \ Main Building=1T Oft - 24ft - Verizon Alpha Sector AT&T Alpha Sector AT&T Equipment Platform Environmental slice 48ft %of FCC OET 65 Publ'_ 1 5 % +L - 00 % 000 % verizon Beta Sector AT&T Beta Sector 10 %-500 Verizorj Gamma Sector 7211 5 %— % AT&T Gamma Sector 0 % - 5 % Grid Size: 10' Centerline- 750 W Center Street•West Bridgewater•MA-02379 P a g e 8 LI-6425 305667/ 14644747 CENTERLINE Overview - Ground Level &Adjacent Buildings (AT&T Only) 48ft 24ft Oft 24ft 48ft 72ft ® VA 48ft - - - 24ft -� Main Building=1 T Oft - y' i 24ft - — Verizon Alpha Sector AT&T Alpha Sec or i AT&T Equipment Platform Environm I slice w V 48ft of F OE 65 Publ' 1, — 5 % 500 % 000 % Veraon Beta Sector ■ 1 %- 50 Verizon Gamma Sector AT&T Beta Sector 72ft %- % . - AT&T Gamma Sector 5 Grid Size: 10' Centerline• 750 W Center Street•West Bridgewater•MA•02379 Page 19 LI-6425 305667 14644747 CENTERLINE AT&T Antenna Level AjL1 I I ' f I AT&T Alpha Sector � I Q Verizon Alpha Sector Verizon Gamma Sector �L Verizon Beta Sector AT&T 4Sector AT&T Beta Sector Environmental slice %of FCC OET 65 Public ■ 5000%+ 500%-5000% 100%-500% 5%-100% 0%-5% Centerline• 750 W Center Street•West Bridgewater•MA•02379 Page 10 LI-6425 305667 14644747 qFa CENTERLINE Elevation View 190ft 96ft 48ft Oft 48ft 96ft 142ft 94ft VERIZON CARRIERS 88f t AT&T CARRIERS 75ft 46ft Main Building=1 T AT&T Equipment Platform -2ft Gro -50ft % of FCC OET 65 Public ■ 5000%+ 500%-5000% ■ 100%-500% -98ft 0%-100 era Centerline•750 W Center Street•West Bridgewater•MA•02379 11 LI-6425 /305667/ 14644747 CENTERLINE 5.0 STATEMENT OF COMPLIANCE Centerline conducted worst case modeling to determine whether the subject facility is in compliance with FCC regulations. Based on the information analyzed, AT&T is compliant with FCC regulations. Signage has been recommended for compliance with AT&T internal policy. 5.1 RECOMMENDATIONS Existing Signage and Barriers(AT&T Sectors) Location Information Notice Notice 2 Caution I Caution 2 Caution 2B Caution 2C Warning Warning 2 Barriers Access 1 0 0 0 0 0 0 0 0 0 0 Alpha 0 0 0 0 0 0 0 0 0 0 Beta 0 0 0 0 0 0 0 0 0 0 Gamma 0 0 0 0 0 0 0 0 0 0 Recommended Sign a and Barriers(AT&T Sectors —Actions that MUST be Taken Location Notice 2 Caution 2 Caution 2B Caution 2C Warning 2 Barriers Access 1 0 0 1 0 0 0 Alpha 0 0 0 0 0 0 Beta 0 0 0 0 0 0 Gamma 1 0 0 0 0 0 0 Final Compliant Configuration(AT&T Sectors)—All Mitigation Items that MUST be in Place Location Information Notice Notice 2 Caution Caution 2 Caution 2B Caution 2C Warning Warning 2 Barriers Access 1 0 0 0 0 0 1 0 0 0 0 Alpha 0 0 0 0 0 0 0 0 0 0 Beta 0 0 0 0 0 0 0 0 0 0 Gamma 0 0 0 0 0 0 0 0 0 0 AT&T Policy Items: Access: • Install (1) Caution 2B sign at the base of the monopole. Centerline•750 W Center Street•West Bridgewater•MA•02379 at ,ti 12 LI-6425 /305667/ 14644747 CENTERLINE APPENDIX A: AT&T RF SIGNAGE Sign M Description Sign Description INFORMATION Information I Sign Gives guidelines on how to AGAUTION Caution 2C Sign proceed and who to contact �� Gives specific information on how to � x r proceed and who to contact regarding — regarding areas that may exceed ��. ," --�� antennas that are facade mounted, either the FCC's General �,,,,r�,,,.� =.."..difth.ff concealed or on stand-alone Population or Occupational ,,,.,,„.r,,,,,,,.,,,.,, ....q.,.�,��.,w. structures. emissions limits. — Blue Notice I Sign Blue Notice 2 Sign Used to alert individuals that they • — are entering an area that may Used to alert individuals that they are exceed the FCC's General C�:�, entering an area that may exceed the FCC's General Population emissions Population emissions limit.Must r Bata, .P.,.d limits. To be used on barriers or be positioned such that persons t ••^�� °- ^°*'°^° antenna sectors as a hybrid of the approaching from any angle have a1blw MYUdsAa�lebrl ample warning to avoid the Information 1 an Blue Notice 1 signs. marked areas. Yellow Caution I Sign- CAUTION Rooftop Yellow Caution 2 Sign- Used to inform individuals that ACAUTION Rooftop they are entering an area that Used to alert individuals that they are �� may exceed the FCC's entering an area that may exceed the np.Annawr pxrmnr•°a^mq Occupational emissions limit. ao°�°r^ rp;r�i^gym ,'^a FCC's Occupational emissions limit. Must be positioned such that x^ To be used on barriers or antenna F5�L 5Y}YI[r1Y1 Lq tcArc (umxr Ardl n NO 6381812^A'xn"d01. �� mvucimr p"wt°peNm°q ~, a persons approaching from any sectors as a hybrid of the information angle have ample warning to 1 and Yellow Caution 1 signs. avoid the marked areas. Yellow Caution 2B Sign- Warning 2 Sign ACAUT10N Tower AWARNIN Used to inform individuals that they Q Used to inform individuals that are entering an area that may exceed they are entering an area.that the FCC's Occupational emissions 0nth110We may exceed the FCC's °'^^^M r.rr^ ' limit by a factor of 10 or greater. A,emh<qx.r iul rNda^.,rwrrr avq.vM tM K(IX<upaivW Fodq�dW MlortlllW NNt Part mterirq an am x Ai{Aar°°d34}dR gtlm,Md.id FE", ""°"` Must be positioned such that persons Occupational emissions limits. Aa«�w^�+�A.�>urt(�^= p mew^aartwmcrr°"a mi,Aom n�rpi wo°..u�rny�iMsro,r,°,Anq Must be placed at the base of the approaching from any angle have fgrwrkin9 in A enrimnmenp.M uu a µvSpW (anon AiBin lD°b1F164.^pvn 9aM 1. AA m°nnu Ix^rYinq nen artirrmenn.r. aM rt°ueu auxlmeprulopxeeninq tower to warn tower climbers of °^°°","°°" ample warning to avoid the marked potential for exposure. areas. Centerline• 750 W Center Street•West Bridgewater•MA•02379 Page 113 LI-6425 /305667/ 14644747 CENTERLINE - APPENDIX B: FCC GUIDELINES AND EMISSIONS THRESHOLD LIMITS All information used in this report was analyzed as a percentage of the Maximum Permissible Exposure (%MPE)limits as detailed in 47 CFR § 1.13 10 as well as Federal Communications Commission(FCC) OET Bulletin 65 Edition 97-01. The FCC MPE limits are typically expressed in units of milliwatts per square centimeter(mW/cm'-) or microwatts per square centimeter qtW/cm2). The exposure limits vary depending upon the frequencies being utilized. The General Population/Uncontrolled MPE limit(in mW/cm2)for frequencies between 300 and 1500 is defined as frequency(in MHz)divided by 1500 (fMHz/1500).Frequencies between 1500 and 100,000 MHz have a General Population/Uncontrolled MPE limit of 1 mW/cm2 (1000 µW/cm2). The calculated power density at each sample point divided by the limit at each calculated frequency provides a result in%MPE. Summing the calculated%MPE from all contributors provides a cumulative%MPE at a particular sample point. Because exposure limits may vary for each frequency band, it is necessary to report% MPE rather than power density. All results were compared to the FCC radio frequency exposure rules as detailed in 47 CFR§ 1.1307(b) to determine compliance with the MPE limits for General Population/Uncontrolled environments as defined below. General population/uncontrolled exposure limits apply to situations in which the general population may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general population would always be considered under this category when exposure is not employment related,for example,in the case of a telecommunications tower that exposes persons in a nearby residential area. Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/ controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general population/uncontrolled limits, as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means. Additional details can be found in FCC OET 65. The FCC mandates that if a site is found to be out of compliance with regard to exposure, any system operator contributing 5%or more to areas exceeding the FCC's allowable limits will be responsible for bringing the site into compliance. Additional details can be found in FCC OFT 65. Centerline• 750 W Center Street•West Bridgewater•MA•02379 i' a ; e 14 LI-6425 /305667 14644747 CENTERLINE Limits for Maximum Permissible Exposure(MPE) (A)Limits for Occupational/Controlled Exposure O Frequency Range Electric Field Strength Magnetic Field Strength Payer DensityS Averaging Time(E) (H) [El',[HI',or S (MHz) (mW/cm') (V/m) (A/m) (minutes) 0.3-3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f (900/f)* 6 30-300 61.4 0.163 1.0 6 300-1,500 f/300 6 1,500-100,000 5 6 (B)Limits for General Population/Uncontrolled Exposure O Frequency Range Electric Field Strength Magnetic Field Strength Power DensityS Averaging Time(E) (H) LElz,IHlz,or S (MHz) (raw/cm) (V/m) (Alm) (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (180/t)* 30 30-300 27.5 0.073 0.2 30 300-1,500 f/1,500 30 1,500-100,000 1.0 30 f=Frequency in(MHz) Plane-wave equivalent power density Fioure 1, FCC Limits for Maximum Permissible Exposure(MPE) Plane-wave Equivalent Power Density 1,000 Occupational/Controlled Exposure ---- General Population/Uncontrolled Exposure 100 10 � 5 � 1 � 0.2 O.1 0.03 0.3r 3 30 300t 3,000 30.000 T 300,000 1.34 1.500 100,000 Frequency(MHz) Centerline• 750 W Center Street•West Bridgewater•MA•02379 Page 15 LI-6425 /305667/ 14644747 CENTERLINE - APPENDIX C: CALCULATION METHODOLOGY IXUS electromagnetic energy(EME) calculation software was used to assess all RF field levels presented in this study. IXUS software uses a fast and accurate EME calculation tool that allows for the determination of RF field strength in the vicinity of radio communication base stations and transmitters. At its core,the IXUS EME calculation module implements evaluation techniques detailed in the ITU-T K.61, CENELEC EN 50383, and IEC 62232 specifications and referenced in C95.3 IEEE Recommended Practice for Measurements and Computations of Electric, Magnetic, and Electromagnetic Fields with Respect to Human Exposure to Such Fields, 0 Hz to 300 GHz. The EME calculation result at any point in 3D space is achieved via a synthetic ray tracing technique, a conservative cylindrical envelope method, or through full-wave electromagnetic simulation. The ray tracing method is an advanced computation method described in IEC 622322 where the power is summed from elemental sources representing the individual components of the antenna which are selected by an analysis of published manufacturer datasheets and antenna pattern information. The selection of the solution method is determined by the particular antenna being considered. Centerline• 750 W Center Street•West Bridgewater•MA•02379 N�:, �� 16 LI-6425 /305667/ 14644747 CENTERLINE APPENDIX D: CERTIFICATIONS I, Jessa Evangelista,preparer of this report certify that I am fully trained and aware of the rules and regulations of both the Federal Communications Commissions(FCC) and the Occupational Safety and Health Administration(OSHA)with regard to Human Exposure to Radio Frequency Radiation. I have been trained in the procedures and requirements outlined in AT&T's RF Exposure: Responsibilities, Procedures &Guidelines document. Jessa Evangelista 6/26/2024 1, Michael Fischer,reviewer and approver of this report certify that I am fully trained and aware of the rules and regulations of both the Federal Communications Commissions (FCC) and the Occupational Safety and Health Administration(OSHA)with regard to Human Exposure to Radio Frequency Radiation. I have been trained in the procedures and requirements outlined in AT&T's RF Exposure: Responsibilities, Procedures &Guidelines document. - L F! �iP �y� * Michael Fischer, P.E. Registered Professional Engineer (Electrical) New York License Number 101714 Expires March 31, 2025 \ t 1017 , •c, Signed 26 June 2024 Centerline• 750 W Center Street•West Bridgewater•MA•02379 Page 117 LI-6425 /305667/ 14644747 CENTERLINE APPENDIX E: PROPRIETARY STATEMENT This report was prepared for the use of AT&T to meet all applicable FCC requirements. It was performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by Centerline are based solely on the information provided by AT&T and all observations in this report are valid on the date of the investigation. Any additional information that becomes available concerning the site should be provided to Centerline so that our conclusions may be revised and modified,if necessary. This report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal, both of which are integral parts of this report. No other warranty, expressed or implied, is made. Centerline• 750 W Center Street•West Bridgewater•MA•02379 Page 118 rs, HL jMTA 13G me, ECEIVED Centerline Communications LLC ��'n d, Z024 5550 Merrick Road,Suite 302 Massapequa,NY 11758 -9 6i f f 1'owerl"` (516)557-2398 office Planning Board SECTION 6409 APPLICATION/!60-DAY PROCESSING DEADLINE June 7,2024 BY HAND cz, :a V Town of Southold 54375 Route 25 JUN Southold,NY 11971 7 2024, Attn: Building Department " RE: New Cingular Wireless PCs,LLC(AT&T)—Site LI-6425—Building Permit A l�ton 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) Four(4)sets of a Structural Analysis Report prepared by APT Engineering and dated 6/5/2024 3) Four(4)copies of construction drawings and prepared by APT Engineering and dated 6/5/2024 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(#2153)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 August 6,2024. 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. c Ory 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 art Eligible Facilities Reg uest 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 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 August 6,2024. 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. Katie Jacobs Site Acquisition Manager on Behalf of AT&T 516-765-0083 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 r` Telephone (631) 765-1802 Fax (631) 765-9502 htt p,,://wvww. otitho>(dtownn . o Date Received APPLICATION FOR R L For , Office Us15611 P —1 thC „ owanrin4d PERMIT NO. Buildi �www JUN 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed., Date:6/6/2024 OWNER(S)OF PROPERTY: Name: Verizon New York scTM# .000-97-5-11 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:KJacobs@clinellc.com DESIGN PROFESSIONAL INFORMATION: Name: APT Engineering Mailing Address: 567 Vauxhall Street, Waterford, CT 06385 Phone#: 860-663-1697 J Email:JMead@allpointstech.com CONTRACTOR INFORMATION: Name:Reliance-Tech Inc Mailing Address:1 Great Neck Road, Suite 4, Great Neck, NY 11021 Phone#:347-632-7151 Email:tanjimahmed@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 F—miNo Will excess fill be removed from premises? ❑Yes RNo -------------------- PROPERTY INFORMATION Existing use of property:Generalbusinesslpublicutilitytelecommunicationstower Intended use of property:no change proposed Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to B (General Business) this property? ❑Yes WNo 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 210.45 of the New York State Penal Law. Application Submitted By(print name):Victoria Brennan WAuthorized Agent ❑Owner Signature of Applicant: Date: 6/6/2024 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. Sworn before me this F1l kip fliPfiba'a,� 6 June 2024 day of Notar' ' tip STATE 2 i fQbW,d-d ia,a a r cou my APPL P&MRTV-GVJ*E4 AUTHORIZATION ICANT $; (Where the applicant is not the owner) ON 1"'X111,01 I Patricia McMahon residing at 1 AT&T Way Bedminster, NJ do hereby authorize Victoria Brennan to apply on my behff t own of Southold Building Department for approval as described herein. 6/6/2024 ewnet Signature Date Patricia McMahon Print evvrper4Name 2 " :Z-1 APT ENGINEERING STRUCTURAL ANALYSIS REPORT 90't MONOPOLE TOWER CUTCHOGUE, CONNECTICUT Prepared for Centerline Communications, LLC 3tM AT&T Site Ref: LI-6425; Cutchogue Site Address: 31755 Main Road, Cutchogue, NY 11935 FA Location Code: 14644747 Pace ID: MRNYC050611 PT Number: 2191AOHHSL Project: NSB APT Filing No. NY474600 Rev. , Rev. 3 June 5, 2024 of NEW 0 096474 1 ' APT ENGINEERING 567 VAUXHALL STREET EXTENSION •SUITE 311•WATERFORD,CT 06385• PHONE 860-663-1697 k J STRUCTURAL ANALYSIS REPORT 90-ft MONOPOLE TOWER CUTCHOGUE, NEW YORK prepared for Centerline Communications, LLC 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 =2.87511) 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 ANSI/TIA-222-H standard with the existing 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 utilized foundation mapping information conducted by Structural Components on behalf of APT during June 2022, and was limited to a comparison of the base reactions calculated for the original Verizon Microwave dish loading and the existing Verizon and proposed AT&T loading, assuming normal soil bearing values, applicable at the time of the original construction, in addition to a foundation global stability analysis. The structure usage is summarized in the table below: Comp„onentlMember.......................�.Sa�e.%�........._......,_. Pole Steel Section 37% Anchor Bolts 29% Base Plate.. soa/°..... 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 4, dated 06/05/24. • RFDS detailing AT&T's proposed equipment changes, dated 05/01/24. • Structural Analysis Report prepared by APT (Project No. NY141 LS6_0610), marked Rev. 0, dated 06/09/22. APT ENGINEERING 567 VAUXHALL STREET EXTENSION •SUITE 311 •WATERFORD,CT 06385•PHONE 860-663-1697 Centerline Communications, LLC June 5, 2024 - Rev. 3 90' Monopole, Cutchogue, New York Page 2 AT&T Site: LI-6425: Cutchogue APT Project #NY474600 • Antenna Mount Certification Letter prepared by APT (Project No. NY141_LS60610), dated 03/02/21. • 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, and associated cabling. The analysis was conducted using the following antenna inventory (proposed equipment changes shown in bold text, future/reserved equipment shown in italics, as applicable): Carrier Antenna and Appurtenance Make/Model Elevation 2 Status Mount Type Coax/Feed- (6)Commscope NHH-65A-R2B antennas......... .. ww.w,.,,,,,,. _...�. -..�..... _w ...,.,,,, .........._. (3)Samsung MT6407-77A antennas wl integrated RRHs, TM (3)Samsung XXDWMM-12.5-65-8TCBRS (1)Quad 12'Fortress antennas wl Integrated RT4401-48A RRHs, Quad Platform Mount ) (b dfib Verizon E Walkways(PIN F4P-12W)wl hybrid fiber Wireless (3)Samsung B2/666A RRH-BR049 90'+. SItePR01 Handrail Kit for cables (RFV01 U-D1A)RRHs, 12'4-sided FortressTM Platform (Interior) (3)Samsung 135/1313 RRH-BR04C (P/N F4P-HRK12) 3 (RFV01 U-D2A)RRHs, (3)Raycap RDC-3315-PF-48 OVP vervoltage Protect Box(OVPJ„ _..... (2)SItePR01 UWS6-NP .._._....... . ........ .. ......._ (6)KWSS-65A-R3 antennas, 75,+ Compact Monopole Mounts w/ (12)7/8- AT&T (2)LP-42 (Exterior- (6)Commscope STX61742T-43 71,+ P large pole adapter kits& single string) Twin triplexers (6)P2.5STD(O.D=2.875')x 81I I e masts Note;. 1, E= Existing;P=Proposed;R= Reserved. 2. Elevations refer to Above Ground Level(AGL), 3. Mount elevation Is 87'±. ►TR I CJ QR ,L N Y_ 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 • Exposure Category: C • Topographic Category: 1 APT ENGINEERING 567 VAUXHALL STREET EXTENSION•SUITE 311•WATERFORD,CT 06385• PHONE 860-663-1697 Centerline Communications, LLC June 5, 2024 - Rev. 3 90' Monopole, Cutchogue, New York Page 3 AT&T Site: LI-6425: Cutchogue APT Project #NY474600 An.. I RI 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 Ca _ww . .. ...,,,... 72'-92'1 6% 52'-72'1 13% 32'-52'1 1$% ..,a................. _..... 12'-32'1 24% 2 1212 37%... ....._._... Anchor ... �......w_ .. ........w .... A B ............_ oltS3 29% .Base..Plate........... g..l ...._. ............ 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'-1" square x 2'-11" thick reinforced concrete pad. Evaluation of the existing foundation utilized foundation mapping information conducted by Structural Components on behalf of APT during June 2022, and was limited to a comparison of the base reactions calculated for the original Verizon Microwave dish loading and the existing Verizon and proposed AT&T loading, assuming normal soil bearing values, applicable at the time of the original construction, in addition to a foundation global stability analysis. The calculated base reactions are indicated within the table below: _ _._. Load Axatle .t............................ Galcula30 Reactions Result ........_.. _ _......... .......... .... ... ......_,.. ..... .......... PASS Base Shear 24.3 k PASS '-dverturni.ri . Moment 1,356.t-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 existing Verizon and proposed AT&T equipment loading. Sincerely, Prepared by: APT Engineering - w APT Engineering OF ..�...M '` �o Michael S. Trodden, P.E. Jason R. Mead Senior Structural Engineer " Department Manager - Structural Services ' 096474 SS APT ENGINEERING 567 VAUXHALL STREET EXTENSION •SUITE 311 •WATERFORD,CT 06385• PHONE 860-663-1697 Centerline Communications, LLC June 5, 2024 — Rev. 3 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 ENGINEERING 567 VAUXHALL STREET EXTENSION •SUITE 311•WATERFORD,CT 06385•PHONE 860-663-1697 OFFICE LOCATION: MAILING ADDRESS Town Hall Annex *1�a P.O. Box 1179 54375 State Route 25 � , %- Southold,NY 11971 (cor. Main Rd.&Youngs Ave.) -� � � Southold, Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date;. June 10, 2024 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. ............................__.._.......................wwwww . ......................................................._.. _..............................____..............w_._....._......................................._.w... ._......__........ ......Check Date/N......... .. Applicant/Project Tax Map # Amount o. AT&T Colo altion @ 31775 Main --------------- _ .... ................. w .. .... .. .�.._........ ........ ... _w.. .._ 4000.00 6/6/24 #2153 Rd Cutchogue 97.-5-11 Centerline Communications ��, ,. v /i n; 7 „%�N, � �f f IIENT RLI ��1, V Nt Tt ° 1 LAC 2153 i% DAI l iV,111i ,9,AWOR PAY 10 HIE _.. r: :Mr-.R OF ........_. ....,.,._.. ... _.... � � ��..,_....� � ... ....._..._.. �� Day 0 L.L A R S KI TRUST u� m III 1 . � / a 02L53 :O � L304478�' 799200 2 208ii ,.,. �,,.,:. ,.,;wy ';�y' o,„�Mil?' � r„>Jrr,,,�;�!�J91RY'ta�r/��nm,�u r�i7w�GY,✓k�1J HG;.��;I�Giugr ri,iiluaw,.;:;H,., !1,,,. JYr,,��,„ �fi LI-6425 /305667/ 14644747 ( CENTERLINE Overview - Ground level & Adjacent Buildings(AT&T Only) 48ft 24ft Oft 24ft 48ft 72ft f i 48ft _ 24ft Main Building=1 T Oft Alk 24ft Venzon Alpha Sector AT&T Alpha Sector AT&T Equipment Platform Environmental slice 48ft %of FCC OET 65 Public V 5000 % + ' 500 % -5000 % Venzon Beta Sector 100 % - 500 % / AT&T Beta Sector Verizon Gamma Sector, 72ft 5 % - 100 % AT&T Gamma Sector 0% - 5 % Grid Size: 10' Centerline•750 W Center Street•West Bridgewater•MA•02379 ° e. 19 LI-6425 /305667/ 14644747 %i CENTERLINE I AT&T Alpha Sector� i _ Verizor Alpha Sector Verizon Gamma Sector i� Verizon Beta Sector AT&T Gamma Sector AT&T Beta Sector ErMror.rvrlx was ii d FCC OET 65 r LO c ■ 5000% r %-5000% 100%-500% If 5%•100% 0%-5% Centerline•750 W Center Street• West Bridgewater•MA•02379 10 LI-6425 /305667/ 14644747 ( CENTERLINE Elevation View 190ft 96ft 48ft Oft 48ft 96ft 142ft 94ft �- �— `� VERIZON CARRIERS i 88ft AT&T CARRIERS 75 ft -46ft 92.33 e. i Main Builcii I ng=1T AT&T Equipment Platform �: T' 't. �"• ';t I -2ft G -50ft %of FCC OET 65 Public ■ 5000%+ 500%-5000% ® 100%-500% -98ft 0%-100% Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 111 LI-6425 /305667/ 14644747 ( CENTERLINE 5.0 STATEMENT OF COMPLIANCE Centerline conducted worst case modeling to determine whether the subject facility is in compliance with FCC regulations. Based on the information analyzed,AT&T is compliant with FCC regulations. Signage has been recommended for compliance with AT&T internal policy. 5.1 RECOMMENDATIONS Existing Signage and Barriers(AT&T Sectors) Location Information Notice Notice 2 Caution Caution 2 Caution 213 Caution 2C Warning Warning 2 Barriers Access 1 0 0 0 0 0 0 0 0 0 0 Alpha 0 0 0 0 0 0 0 0 0 0 Beta 0 0 0 0 0 0 0 0 0 0 Gamma 0 0 0 0 0 0 0 0 0 0 Recommended Signs a and Barriers AT&T Sectors —Actions that MUST be Taken Location Notice 2 Caution 2 Caution 213 Caution 2C Warning 2 Barriers Access 1 0 0 1 0 0 0 Alpha 0 0 0 0 0 0 Beta 0 0 0 0 0 0 Gamma 0 0 0 0 0 0 Final Compliant Configuration(AT&T Sectors)—AB Mitigation Items that MUST be in Place Location Information Notice Notice 2 Caution Caution 2 Caution 2B Caution 2C Warning Warning 2 Barriers Access 1 0 0 0 0 0 1 0 0 0 0 Alpha 0 0 0 0 0 0 0 0 0 0 Beta 0 0 0 0 0 0 0 0 0 0 Gamma 0 0 0 0 0 0 0 0 0 0 AT&T Policy Items: Access: • Install(1) Caution 2B sign at the base of the monopole. Centerline• 750 W Center Street•West Bridgewater•MA•02379 12 LI-6425 /305667/ 14644747 (� CENTERLINE APPENDIX A: AT&T RF SIGNAGE Sign Description Sign Description INFORMATION Information 1 Sign ACAUTIOIV Caution 2C Sign Gives guidelines on how to Gives specific information on how to proceed and who to contact regarding areas that may exceed INFORMATION proceed and who to contact regarding _ _ �-,m •m,„, =-- �"w�„�^„am m..• antennas that are facade mounted, _ either the FCC's General Population or Occupational p�W ^wr •o- •e concealed or on stand-alone emissions limits. structures. Blue Notice 1 Sign Blue Notice 2 Sign Used to alert individuals that they Used to alert individuals that they are are entering an area that may exceed the FCC's General C<<•�� entering an area that may exceed the ri Population emissions limit.Must FCC's General Population emissions limits.To be used on barriers or be positioned such that persons _ approaching from any angle have •-�_�,, antenna sectors as a hybrid of the ample warning to avoid the y"_ Information 1 and Blue Notice 1 marked areas. signs. Yellow Caution 1 Sign- CAUTION Rooftop Yellow Caution 2 Sign- Used to inform individuals that ACAUTIOIN Rooftop they are entering an area that (�•��) Used to alert individuals that they are may exceed the FCC's entering an area that may exceed the ., Occupational emissions limit. FCC's Occupational emissions limit. Must be positioned such that " �"°°"•"'"`"`$ To be used on barriers or antenna persons approaching from any sectors as a hybrid of the Information angle have ample warning to 1 and Yellow Caution 1 signs. avoid the marked areas. Yellow Caution 2B Sign- Warning 2 Sign ACAUTION Tower AWARNING Used to inform individuals that they Used to inform individuals that are entering an area that may exceed they are entering an area that the FCC's Occupational emissions On ihn loner. •,d,:-�„ may exceed the FCC's limit by a factor of 10 or greater. •";" ";„��"� '° p «a�� ;,'"°°, �"'"Occu ational emissions limits. Must be positioned such that persons Must be placed at the base of the ""°"" ""m approaching from any angle have ----~-- tower to warn tower climbers of ample warning to avoid the marked potential for exposure. areas. Centerline• 750 W Center Street•West Bridgewater•MA•02379 113 LI-6425 /305667/ 14644747 f� CENTERLINE APPENDIX B: FCC GUIDELINES AND EMISSIONS THRESHOLD LIMITS All information used in this report was analyzed as a percentage of the Maximum Permissible Exposure (%MPE)limits as detailed in 47 CFR§ 1.13 10 as well as Federal Communications Commission(FCC) OET Bulletin 65 Edition 97-01. The FCC MPE limits are typically expressed in units of milliwatts per square centimeter(mW/cmz)or microwatts per square centimeter(µW/cmz). The exposure limits vary depending upon the frequencies being utilized. The General Population/Uncontrolled MPE limit(in mW/cmZ)for frequencies between 300 and 1500 is defined as frequency(in MHz)divided by 1500 (fMHA500).Frequencies between 1500 and 100,000 MHz have a General Population/Uncontrolled MPE limit of 1 mW/cmZ(1000 µW/cmZ). The calculated power density at each sample point divided by the limit at each calculated frequency provides a result in%MPE. Summing the calculated%MPE from all contributors provides a cumulative%MPE at a particular sample point.Because exposure limits may vary for each frequency band, it is necessary to report%MPE rather than power density. All results were compared to the FCC radio frequency exposure rules as detailed in 47 CFR§ 1.1307(b) to determine compliance with the MPE limits for General Population/Uncontrolled environments as defined below. General population/uncontrolled exposure limits apply to situations in which the general population may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general population would always be considered under this category when exposure is not employment related, for example, in the case of a telecommunications tower that exposes persons in a nearby residential area. Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/ controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general population/uncontrolled limits, as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means.Additional details can be found in FCC OET 65. The FCC mandates that if a site is found to be out of compliance with regard to exposure,any system operator contributing 5%or more to areas exceeding the FCC's allowable limits will be responsible for bringing the site into compliance. Additional details can be found in FCC OET 65. Centerline• 750 W Center Street•West Bridgewater•MA•02379 :: e 14 LI-6425 /305667/ 14644747 ( CENTERLINE Limits for Maximum Permissible Exposure(MPE) (A)Limits for Occupational/controlled Exposure Frequency Range Electric Field Strength Magnetic Field Strength Power Density(S) Averaging Time (E) (H) [Ef,[H]',or S (MHz) (mw/cm) (V/m) (A/m) (minutes) 0.3-3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f (900/f°)* 6 30-300 61.4 0.163 1.0 6 300-1,500 — — f/300 6 1,500-100,000 — 5 6 (B)Limits for General Population/Uncontrolled Exposure Frequency Range Electric Field Strength Magnetic Field Strength Power Density(S) Averaging Time (E) 00 JEJ',[H]',or S (MHz) (mw/cm) (V/m) (A/m) (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (180/r-)* 30 30-300 27.5 0.073 0.2 30 300-1,500 — f11,500 30 1,500-100,000 -- — 1.0 30 f_Frequency in(MHz) *Plane-wave equivalent power density Fiourel FCC Limits for Maximum Permissible Exposure(MPE) Plane-wave Equivalent Power Density !.000 !� Occupa(roraLCon7ol/ed Exposure �---- General Papufa6onRJnronlro7led Exposure h30 01 0 03 03 13 3J ?60 13 000 30,000 A o Coe- l34 1500 100.000 Frequency(MHz) Centerline•750 W Center Street•West Bridgewater•MA•02379 P e 15 LI-6425 /305667/ 14644747 fG CENTERLINE APPENDIX C: CALCULATION METHODOLOGY IXUS electromagnetic energy(EME) calculation software was used to assess all RF field levels presented in this study.IXUS software uses a fast and accurate EME calculation tool that allows for the determination of RF field strength in the vicinity of radio communication base stations and transmitters. At its core,the IXUS EME calculation module implements evaluation techniques detailed in the ITU-T K.61, CENELEC EN 50383, and IEC 62232 specifications and referenced in C95.3 IEEE Recommended Practice for Measurements and Computations of Electric, Magnetic, and Electromagnetic Fields with Respect to Human Exposure to Such Fields, 0 Hz to 300 GHz. The EME calculation result at any point in 3D space is achieved via a synthetic ray tracing technique, a conservative cylindrical envelope method, or through full-wave electromagnetic simulation. The ray tracing method is an advanced computation method described in IEC 622322 where the power is summed from elemental sources representing the individual components of the antenna which are selected by an analysis of published manufacturer datasheets and antenna pattern information. The selection of the solution method is determined by the particular antenna being considered. Centerline•750 W Center Street•West Bridgewater•MA•02379 P a e. 116 LI-6425 /305667/ 14644747 CENTERLINE APPENDIX D: CERTIFICATIONS 1,Jessa Evangelista,preparer of this report certify that I am fully trained and aware of the rules and regulations of both the Federal Communications Commissions(FCC)and the Occupational Safety and Health Administration(OSHA)with regard to Human Exposure to Radio Frequency Radiation. I have been trained in the procedures and requirements outlined in AT&T's RF Exposure: Responsibilities, Procedures&Guidelines document. Jessa Evangelista 6/26/2024 I,Michael Fischer,reviewer and approver of this report certify that I am fully trained and aware of the rules and regulations of both the Federal Communications Commissions(FCC)and the Occupational Safety and Health Administration(OSHA)with regard to Human Exposure to Radio Frequency Radiation. I have been trained in the procedures and requirements outlined in AT&T's RF Exposure: Responsibilities,Procedures&Guidelines document. aptL FISH �� * Michael Fischer, P.E. Registered Professional Engineer (Electrical) y� CC New York License Number 101714 Expires March 31, 2025 Signed 26 June 2024 Centerline•750 W Center Street•West Bridgewater•MA•02379 P : 17 LI-6425 /305667/ 14644747 qFM CENTERLINE APPENDIX E: PROPRIETARY STATEMENT This report was prepared for the use of AT&T to meet all applicable FCC requirements.It was performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by Centerline are based solely on the information provided by AT&T and all observations in this report are valid on the date of the investigation.Any additional information that becomes available concerning the site should be provided to Centerline so that our conclusions may be revised and modified,if necessary. This report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal,both of which are integral parts of this report.No other warranty,expressed or implied,is made. Centerline•750 W Center Street•West Bridgewater•MA•02379 P a o , 118