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Home My WebLink AboutSite Plan Rec'd 8/9/23 SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: BUDD'S POND ARENA APPUCANT, DISH Wireless LLC LLC. ADDRESS: 61405 MAIN ROAD, ROUTE 25 5701 SOUTH SANTA FE DRIVE SOUTHOLD, NY 11971 LffTLETON, CO 80120 TOWER OWNER: EIRE TOWERS LP. d.* sh A TOWER TYPE CONCEALMENT POLE 1 S. DURKEE LANE � gy LLC E PATCHOGUE, NY 11772 TOWER CO SITE ID: ALBERTSON MARINE TANYA NEGRON SCOPE OF WORK TOWER APP NUMBER: NA (516) 410-8730 5701 SOUTH SANTA FE DRIVE TANYA.NEGRONOELRE-TOWERS.COM LITTLETON, CO 00120 THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY. SUFFOLK SITE DESIGNER: AZIMUTH ENGINEERING P.C. APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE �� ,TM LLC TME ERRS GENERALLY CONSISTS OF THE FOLLOWING: 90 E. HALSEY ROAD, SUITE 104 0. TOWER SCOPE OF WORK: LATITUDE (NAD 83): 41.076046' PARSIPPANY, NJ 07054 wlwoo • INSTALL(3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTALL(3) PROPOSED ANTENNA MOUNTING FRAMES LONGITUDE(NAD 83): -72.406043' SITE ACQUISITION: CENTERLINE • INSTALL PROPOSED JUMPERS • INSTALL(12) PROPOSED 7/8• COAX CABLES (4 PER SECTOR) AND (1) RET CABLE LORNA MUND DISH Wireless LLC L.L.C. SITE ID: INSTALL(6) PROPOSED DIPLEXERS ZONING JURISDICTION: TOWN OF SOUTHOLD (516)557-2398 AZIMUTH /�` GROUND SCOPE OF WORK: / \Z I M U T H • INSTALL(6) PROPOSED RRUs (2 PER SECTOR) ZONING DISTRICT: M-11 - MARINE II CONSTRUCTION MANAGER: MLADEN ZAIMOV ENOINEERINC3 P.C. NYNYCO2239A • INSTALL(1) PROPOSED OVER VOLTAGE PROTECTION DEVICE(OVP) (201)498-9271 • INSTALL(6) PROPOSED DIPLEXERS SECTION/BLOCK/LOT: 56.00/ 3/ 15 • INSTALL(1) PROPOSED METAL PLATFORM 90 E. HALSEY ROAD, SUITE 104 • INSTALL(1) PROPOSED WORK LIGHT RF ENGINEER: IMAD MEMON PARSIPPANY, NJ 07054 • INSTALL(1) PROPOSED ICE BRIDGE OFFICE (303)706-4019 DISH Wireless LLC L.L.C. SITE ADDRESS: INSTALL(1) PROPOSED PPC CABINET INSTALL(1) PROPOSED EQUIPMENT CABINET POWER COMPANY: PSEerc/ LIPA MOBILE (551)204-4483 • • INSTALL(1) PROPOSED POWER CONDUIT 61405 MAIN ROAD R O UTE 25 TELEPHONE COMPANY: VERRON INSTALL(1) PROPOSED TELCO CONDUIT �E o F NFA; INSTALL(1) PROPOSED TELCO-FIBER BOX L , • INSTALL(1) PROPOSED GPS UNIT r� SOUTHOLDN Y 119 71 INSTALL(1) PROPOSED SAFELY SWITCHH (IF REQUIRED) FEMA MAP BASE FLOOD 6' AMSL * J'4AC �` • INSTALL(1) PROPOSED FIBER NID (IFFREQUIRED) ELEVATION: INSTALL(1) PROPOSED METER SOCKET O INSTALL1 PROPOSED H-FRAME SITE PHOTO EQUIPMENT ELEVATION: 3'ABOVE GROUND I FAAIA GROUND 5'A1JSL APPLICABLE BUILDING CODES AND STANDARDSELEVATION: r fis ELEVATMATERIALSMATERIALS ALL WORK AND MATERSHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. DIRECTIONS 1.2020 BUILDING CODE OF NEW YORK STATE NEYV r 2.2020 EXISTING BUILDING CODE OF NYS DIRECTIONS 3 ADP BLVD, ROSELAND, NJ 07068: Er�cINE a�f�}}{ Depart and head toward Adp Blvd/Tum left onto Adp Blvd/rum right onto Choctaw Way/Tum right onto 3.2020 FIRE CODE OF NYS Uviugston Ave/ County Hwy-527/Take the romp on the right and follow sign* for 1-280 East/Take the rum an Use !Oft far I-95 N New Jere T ks H aka the ram an the right far US-46 and head toward R IS A MOLATION Or LAW F 4.2020 PLUMBING CODE OF NYS P / Ary P /T PUNLESS TNEY ARE ACtlNG U#O Fl NE DRECT� Palisades Pork/The Rldgefiekle/Keep atfaight to gat onto ramp/Keep left to gat onto ramp/Keep straight OF A UCERSED PiWFESSVtAL ENCr.•,:EER, 5.2020 MECHANICAL CODE OF NYS to get onto US-46 E/US Highway 46/Keep straight to got onto US-% N/ US-48 E/US-9 H/ LMS TO ALTER nos DOCUMENT. Highway 46/Take the romp on the left for f-95 North/ US-1 North/ US-9 North and head toward G 6.2020 FUEL GAS CODE OF NYS IWashington.Bridgp/Entering Now York/At E:lt 88,'boor right onto 1-295 S/ Crass Bronx Expy E toward DRAWN BY: CHECKED 8Y:APPROVED BY Throge Neck Br/ 1-295 South/At Exit B. head on the romp right and follow sign* for Cross Is Pkwy S 7.2020 ENERGY CONSERVATION CODE OF NYS At Exit 30E, head right on the romp for 1-495 East toward Eastern Long W/Keep left to get JRF JWS I JKM S.NATIONAL ELECTRICAL CODE 2017 OF NEW YORK STATE tonto/ramp/Mergewdn /Mien/K E s Lang Island Erpynt E/Atom lV 73, hood left on the romp for County Hwy-58 - t/Keep straight to get onto romp/Marge onto Old Country Rd/At the rourldabouS, REDS REV #: 3 9.BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE OF NEW YORK STATE TO B E PROVIDED take the 2nd writ/Continue on NY-25/Main Rd/Pass Harbss Farms Jconnport in 3,0 mi/Tum left onto Wickham Ave/Turn right onto County Route 48/Rood nom*changes to County Rood 4B/Turn right onto Hodons Ln,then immsdwtsy tum left onto W-25/Motn Rd/Af*e at NY-25/Main Rd CONSTRUCTION SHEETINDEX DOCUMENTS VICINITY MAP SUBMITTALS SHEET N0. SHEET TITLE _ REV DATE DESCRIPTION T-1 TITLE SHEET2 11-3x-21 MM FOR PE1eer m® , i� �„r•� 3 04--04-22 CLIENT COIeEMS A-1A OVERALL SITE PLAN _ '"" 4 05-10-23 CiEM 00111MI)rIS A-18 BULK REQUIREMENTS s 06-01-22 OUDMr fAMNDM A-1C COMPOUND PLAN f Y '0" a 01/03/23 CLENr COWENTS A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE ` , 7 MV171= ClEM OOuoaS A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS - - .�, `., a 06/10/23 cuWr COMMENTS A-4 EQUIPMENT DETAILS - 1 SITE LOCATION �, .`, 9 00/21/23 MENS CaleMons A-5 EQUIPMENT DETAILS - 2 UNDERGROUND SERVICE ALERT-NEW YORK 811 UTILITY NOTIFICATION CENTER OF NEW YORK � i �_y-�` Rr•-;�;--�•--_� ��........... . .i � A&E PROJECT NUMBER A-6 EQUIPMENT DETAILS - 3 (800)272-4480 - 'W '� NYNYCO2239A A-7 EQUIPMENT DETAILS- 4 WWW.NEWYORK-811.COM 6 �~_ t L DISH WIRELESS PROJECT INFORMATION E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES CALL 2 waMaallo an nm rx u "°"" '°"PRICR m°oNs'Rvc"rs' `'• _ VI-�- J,.� .� NYNYCO2239A E-2 ELECTRICAL DETAILS AND RISER DIAGRAM r' �— 61405 MAIN ROAD, ROUTE 25 E-3 ELECTRICAL ONE-LINE, FAULT OALCS R PANEL SCHEDULE GENERAL NOTES ' `", iib., .' SOUTHOLD, NY 11971 ff G-1 GROUNDING PLANS AND NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL VISIT THE SITE AS REQUIRED G-2 GROUNDING DETAILS FOR ROUTINE MAINTENANCE THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON G-3 GROUNDING DETAILS DRAINAGE NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL + SHEET TITLE SIGNAGE IS PROPOSED. TITLE SHEET RF-1 RF CABLE COLOR CODE GN-1 LEGEND AND ABBREVIATIONS 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED -�.�}' �. ;; �.-�, y SHEET NUMBER GN-2 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS. AND CONDITIONS ON T-1 GN-3 GENERAL NOTES THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE _ GN-4 GENERAL NOTES PROCEEDING WITH THE WORK. NO SCALE - DISH Wheless L.L.C.TEMPLATE VERSION 34- 06/11/2021 L FRESHWATER WETLAND / 1 ` BOUNDARIES DELINEATED BY VHB d s h ENGINEERING,SURVEYING.— ` LANDSCAPE ARCHITECTURE Y y I GEOLOGY,P.0-,ON MARCH 22,2023.AND / _ / win �LLC 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 60120 wi PROPOSED 70'-0'x 35'-0' / �ja'. 4 ��s }, EQUIPMENT COMPOUND (SEE SHEET / ``1 _- �4'�+nom.�71�b7Qg.�•� _ ~�_��4.>��= �� _ – .�}�$}?. :s -� SSC'* _ �. — �► = ONA /AZIMUTH 6.1 TO NEAREST BUILDING ON ADJACENT PROPERTY 46 ENGINEERING P.C. _ J TO O 90 E. HALSEY ROAD, SUITE 104 �kPOiIN '!`y� ��.#�� -..� PARSIPPANY, NJ 07054 a 7 � � •. (O I TO CO7CEA7,1,1p,R p«{. 44 4.3 1 CN 45 0) C - 45 DO it o g c i •`` TF1 LIMITS OF NYSDEC FRESHWATER z 46 y - WETLAND 100 FOOT ADJACENT A�� AREA AND TOWN OF SOUTHOLD Y Y �. WETLAND JURISDICTIONAL AREA ClIt cn 47Z1t �_ p r..'1 f SSWFYAt C 4.7 7d FTSE COAIPOUh+O , ♦ { lrt.1 CONCg{LyE11— K, IT Is A vHau POLE .1 rn UN FSTIA A LrEDENSY� vE \ GRAVEL O HIGH 1 STORY 0. 5r ✓ m To ALTER THIS WCcWENT. z TF456 * METAL BUILDING/ c J o Q' DRAWN BY: CHECISEO BY:A,APRO'JED BY: 3 LM o #61405/ x I �i w I I 44 4.7 n / .I 4,3 ` 1 a JRF JWS JKM ol 4.3 %' 41 J 1 REDS REV #: 3 LIMITS OF NYSDEC FRESHWATER WCONSTRUCTION WETLAND 100 FOOT ADJACENT / AREA AND TOWN OF SOUTHOLD r / a ■■ WETLANDJURISDICTIONALAREA 4.0 DOCUMENTS I / ✓ LJ SUBMITTALS 4.4 DxQ f6 _ REV DATE DESCRIPTION __-_►--—----------- - --, _L = :yob_��._� rl rt r Ff<.3 g4zi g N w 2 11-30-21 ISSUED FOR PEAWT N ^ I S OP44-22 am W+R1D+15 4 Da-117-22 OrcNr ooMr nS ILr) 4 -_\ 4.21 IL3.] j,, M , 5 D5H01-22 0"00ri1DMS Z Y ��- 8 01/03/23 CUBIT COMMENTS CONC i" 7 Ds/n/23 WW COMMENTS 378 173 71 \ _ - -_ ` / l 1ENT 6 05/18/23 COommDffS 392_-Y~ J o � � D 06J21/23 CLENT 0018ENI5 A&E PROJECT NUMBER 3" ss�� i `p, NYNYCO2239A 547'26'27'W 200.00' **% ' vv� DISH WIRELESS PROJECT INFORMATION (558'31'00"W) DYL FRESHWATER WETLAND _ 1; �, _ NYNYCO2239A BOUNDARIES DELINEATED BY VHB ♦ 1 61405 MAIN ROAD, ROUTE 25 ENGINEERING,SURVEYING, MAIN ROAD (N.Y.S. RTE. 2S) ♦ 1 SOUTHOLD, NY 11971 LANDSCAPE ARCHITECTURE AND 1 GEOLOGY,P.C.,ON MARCH 22,2023. M 1 � ♦ SHEET TITLE 1 ♦ OVERALL SITE PLAN 10 r W3 i % SHEET NUMBER 1 ` OVERAL SITE PLAN so' 30' o so 1zA-1 A a' 1 DISH Wlrolon L.L.C.TEMPLATE VERSION 34- 06/11/2021 REOIIWETLIENTS OF CRAPTER 280.70 ZOWn ARTICLE X%V WIRELESS COIR.R3N1CATIONS FACUM COOL SEC S Fo"ll OE 40mPF14N COL"NTS COWWS WITH SECTION(1)(E)AS SITE IS MN DWI. 280.]OD(1) LIGATION OF WIRELESS FPDLIDES FIIRTIER REVEWOFPRIORf1Y RAMI(CGPROUiDED 0.5 1� PARTOFAPPOF FFCATIDN SIIBMSSON igTOE PhEOOR NTTDE A94fE1e4N to'>.y[551MLC ILSEb MtFxxD illfEO eftftes 21413F MTENLL4SWPORTSTRWNRESSHAl NO TBELOCATEDNT/EFOLLOWBAAREASWTTHOUTAPERh6T d sh FROMALL.MRISDOTONAL AGENGES: 280.]OF 1 W:T TOLL 1. !i 514NAr<q CONPLES 290.70 F. [HW G`:O,TDAW1FiR i0![�OF1 Ldlc _ OFP S 28470 F. LANDS PWCWSED WTRi COAMAJTY PRESERVATION NN]S CONFUTES 200.Tpc a GOASTA R06 NHp2AR0 AREAS CONPIFS 210 IQ F,If A FALLMNES FNPNTENNASWPDRTSTRWTWEMWTINCLWEANAREASURROWDINGMT TIS FREE OF 5701 SOUTH SANTA FE DRIVE ORSTRUC ESP AREfS REPEOPMCONGREGATE,EXCEPTTHEBAEEQUPhEW.W A LITTLETON, CO 80120 RADIUSEQIIA.TO ADWTANCEOFTWOTNESTEHEIGMOFTE6TRWTFREASMALLERFALLZDNEMAYBE 300'FAILZONEREDURED:23'-0•FROMNEAREST ALLOWED F SWPORTED BYA REPORT SIWNTTEO BYA OUAUFIED STRUCTURAL ENGINEER TIE STRUCTURE ON PROPERTY;STRWTLIRAL REPORT 2B0.]OG STRLICTW30L ENGWEEMS REPORT SH BE SWNTTTED TO AND RENEWED BY THE P-NG BOARDA PROVDED AS PART OF APPWATON SMIASSION CORROBORATED BY AN WDEPENDENT CONSULTANT HIRED BY THE TOWN TRATDEMONSTRATEST{ATA ypRANCE REOURED SMNIERFALLZONE6 APROPRATEAIASAFETIEFALLZOIEOFA4ANTENWSWPORTSTRIICTfiREA T Mt L.G•LWE A'RAJ4 IIV.EQTE ft 4 CONGREGATE,AND NWT BE CLEAR OF STRWTdRES EXCEPT THE BASE STATION EOUPWW. 280.]01 AJTEA^l4SUPPORT STRWTJRES IN TIE D,CIO,M,W.B.AND H9MNM1GDISTRlCTSARESUSIEGTTO TIE cOLLOWJ4G RESlRGTIONB _ -701(1) ---1 E- ACCORDANCE WTMTHEBW(SCIEDUE FOR EALH2DNE. E%ISTNG NONLOAPLIANT:MIIMNuTM LOT SQE:80,000 SF EXISTING LOT IS 91,346 SF PROPOSED WNCPOLE IEOM:IN -701(2) MA%NOMFEOHi:BO FEET, VAAAfDE OR WAMR REgUREO 286]01(]) -DISTANCEOF-WREIES6EOl.lP-NF TOADNGENTREBIDENMLPROPERTYUTESORSTREETS B'-O-TOADNCENTPROPERTYUIF /AZIMUTH i`W L F4!G l{S4 Twit'.g7 F#T. I'BREDESIGNSThWARDS ALL WIRELESS FA UfflES,INCLWING CO LOCATIONS,EIA BE TIE LEAST VIS- ENGINEERING P.C., 2B410N OBTRUSNE DESIGN POSSIBLE TATALSO PERMFS T B APPLIANTTO ACHEVE TTSSERMLE NESS TO THAT END,TEFOLLOWWGDESIGNSTANDARDSSHq PLYTOALLWIRELESSLDATr1.MGAnONF0.^- ES INSTALLEDORCON MT MDPLIRSINNTTOTETERM50FTNSLHAPTER: 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 SETBACKS ANTENNA GUPPORT STRLCTURES AND EOUP-NT FACILITIES SWLLI ADIERE TO THE S_-1A 1 (REFERT.13-REOURBIAB-CHMTON S--I 200.i0N(1) FOR PRINCIPAL WES IN TE BIJ SCHEOU£APPULABLETO TIE ZJJNECIWNCHTIE STRWTARESARE 1B) LOCATED,UJ.ESS OTHERWISE WOCATED ELSEWHEREINT -TER SIGNS SIGNS.IAL.NOTBEPERMfTEDONFAL¢IiIESEXCEPTFORSIGNSDISPLAYPIGCOWALTPFORMATO A5]SAFETY WSTRWTONS,WHICH ARE REQUIREDSAFETY6GN.G 6HILLL BE W ACCORDANCE WITH AvERICPN SITE NPORNATON SIGN AA RF SAFETY SIGNS TO BE 1AV, NAWSTADMDS INSTRU7E(AN50 STMFJPRDS FOR RADIO FREQUENCY RADIATION WARNING SI INSTALLED ON EXTERIOR OF COI.POUAn FENCE �Cf 2B0.70N Ct! COMACTSIGI S5 DEWIF LSERMCEPROMDERSLOCAMD ONTHEFACLIIYAIASWLLLNCLUOE NORGENCYCONTALTINFORhWTONFOREAGHSIDH SIGN55YALLNOTEXLEEDFIJESQUIRE GOWUES YECTwL3AMAR,'[AREA. S 4��`'r � ... BASE BTATIONEQWWNTSFELTER T, BASESTATIDNEOUPWWSI MRSH BECON6TRUCTEDWRH AFINSHSM14MTD THATOFADJACENTSTRWNRES ONTFE PROP ERTYAMIINTEGRATEDIMOTHE O KPRCNTECTLRALSTYLE AIN(EWLYCONSTRIICTEDBf EECUPWNTSHELTERSWLLLBELOCATEDN NOSHELTERSARECURRENTLY 290.]ON(]) �� J e+• CORDANCEWRHTEMNMUAHEDM YARDREQMEWEFTIEWO DIBTRICTAPPUCABLETO -- - PROPDSEDTH0.5WILLBETAKENINTO TIE SITE,AND W TO TWO ADJACENT OFF-STREET PARKING SPACES MAYBE PROVIDED FOR SERVICE cONSOERgTON UPON FUTURE PROPgSPLS VENCLES NOTWRISTPMl LOCED IN AN IRE BASE IS SATEMRELATOTIO WTEROR-D �' I ',•1• _ WIRELESS FPLORES SIYLLL HE LOCATED IN AN AREA T WT I6 6ATSFACTORY TO TI£PLNasNG BOARD WON e8 L BULKREQUIREMENTS FOR ZONE M-II (MARINE II) CONSDERATONOFIWPA ONADJgCEMPRCPERTIESAFOMN 7aNGNS__ALT6 i+ BASE EOIAPAEM IAN)SCPPWG ASCREEN OF EVERGREEN TREES SHA__BE PUWIED OJTSIDE TE FENCE 'Y OF TE BASE EOUPIENTAREA DR SHELTER TO PROVIDE AMSIYLL SCREEN OR BUFFER FOR AD.IO WING PRNATEPROPERTIESANDTIEPI.SLICIR W-OF-WAYOROTIERVAMAGEPONTSACCESSML TOh EVERGREEN SCREENING TO BE PLANTED AROUND 294]0N(q PUBLIC TESCREENSHALLCONSISTOFADOUBLEROWOFEVERGREENSNRIESANDTREESTINTAREOF FACLLITY �2 - DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS ROWYNTDENSIIYANO EIGM TOFTEDIATELYSGR l HE BPBE Eq SP HESS REBMEO T �© FROMYARDSCAP PAEA56HALLBELANDANDMANDINGLUOE SIPRIIBSANA TRRTiEURVNPHUHE COM1PLIES EUp "`EFF TE LANDSCPPING SHNL BE Gl1ARAN(EED mTpLLA ANED BYTE APP WPM FORTE LIFE OFTIE aacc INSTPLIATON ,S MINIMUM LOT DIMENSIONS AREA 160,000 SO FT• 41,346 $Q FT NO CHANGE NON-COMPLIANT" SITE LIGHTING TI@ WMNG PERIrTRED SHALL BETIE IP REQUFEDTO PROTECT' PLWW tiLL3Uaz 1G RFY'.LCTED WIDTH 150 FEET 200.00 FLET NO CHANGE COMPLIES WELFARE FADIIRIES SITED ON EXSnNG DEVELOPED SITES SHALL BE WGORPORgTEOIMO TE WHTPJG DOWNWARDS ALLWMTOBEBLOCKEO PUWSOF E5LIES,0UI51DEUGMV.GSIN WEFULLYEHEMEDFO(TURES SO lH4T1HE LIGHT R}A VIOLATION 0 HIFY PERSON. DEPTH 150 FEET 189.79 FEET IJO CHANGE COMPLIES 200.10N(51 BY PROPOSED-GREEN SCREEN SOURCE IG NDTNSIBLEPT IN REVOKE TE PROPERTY.EQUIRED WMWDWFMTED EUNES FOR UNLESS THEY ARE ACTWG THICK 11iE 01RICI7ON MINIMUM YARDS TOWPRDSTESKY,EXCEPTWTlE 615E OFSTRUCTURESREQUIRED TO FOLLOW FPA GUDEUIES FOR OF A LICENSED I>THIS DpNAL EfIGRfFEN. FRONT 35 FEET 129.4 FEET 77c'± (TOWER) I COMPLIES sAFET WHRNG. conPl><s TO ALTER THIS UBCIiYE1tT. STANDARDS NPDDMONTOTFESTMDARDSINARnCLEMAND TE STAIDAROS IN§284]8 HEREIN,AIL MINIMUM YARDS IN ELESSFACWTES,MLXIWCOLOCAnONS,SIYLLLBETHELEASTVSWLLYOBTRUSNEDESIGN DRAWN BY: CHECK �:APPROVEO BY. SIDE 25 FEET 40.7 FEET 86'2 (TOWER) COMPLIES 2-MA. POMIBLETHAT OPERM(BTi PWANTTOAGOEVENSSERVICEI EDS TOT{4TEND, E (1)TMr OUCH(4)ASWELLAS(8)ARENOTAPPUCABLE REAR 2S FEET 61.9 FEET 30± (TOWER) COMPLIES FOLLOWWG DESIGN STAfDARDS SHALL APPLYTO ALL WRELE65GOM.UNGATONFg E6W6TALLEDOR BOTH SIDES 50 FEET 102.6 FEET 199'± (TOWER) COMPLIES coNSTRWTEOTwTREQURESITE PLAN 1wPRovAl JRF JWS JKM GO{OC-I.WIRELvESSCOI CATIONFPCILTIIESSHALLBEDESIGNEDTOPROMEFORLO-LOCATIONBY MINIMUM YARDS 2E0.RA(37 MULTIPLE PROVOERS OR DESIGNED 60 T TIfBY CPN BE RETROFITTED TO ACCONN MTE MJLTIPLE CONPLEE RFDS REV J{I- 3 SIDE 25 FEET 40.7 FEET 47'± (COMPOUND) COMPLIES PROVOERS.WHEREVER POSSIBLE - REAR 25 FEET 61.9 FEET 8't (CoVPOUND(1) NON-COMPLIANT-' SCENIC LPfDSLPPES AN VISTASALLAMENRASWPORTSTRWTLIRESWNCHARENOTLONCEALEDNSIDE BOTH SIDES 50 FEET 102.6 FEET 127'± (COMPOUND) COMPLIES OFBULDII.G60RSCREENEDBYEASTNGTREES ORBUIDWGSWSTBESURROIRDEDBYAPUNTED 6RENOT LOCATED INSCENCMSTA CONSTRUCTION 2�]2A(8) BUFFER OFDENSETREEGROWT1 ANMfIE SIRPORTSTiUCT ETNTI3 CATEDWIMNASCENIC LANDSCAPE AREA 20% MAX 07 4.437 COMPLIES VSTAORSCEMCLMDSCAPEORWf N]WFEETOFASCENCROA., DESK MDSYTIETJWNSINLI C.-LIE. TBETAILERTVWIOFEETABOVET GWOFTREESWTTHINARADIUS OF300FEET OFTEPROPOSED DOCUMENTS 2.17 NEW LOCATIONIIIIIIETAMWr31MINTEABSENCEOFTREES MAXIMUM LOT COVERAGE 309 2627 ( ) COMPLIES 26.37 IOTA COLOR PMENAS WPORT STRWTIrREs W TIE FORM OF WNOPOLES OR OTHER TOWERS SHALL ENTER BE BLUEIGRAY NCOLOR OR BE COLORED PPPROPRAM TO TIE CONTEXT OF TIE STIR WTLRE-S LOCATION SUBMITTALS SO TiATTETOWER IS AB IINOBTRUSNE 0.S POSS®LE,IMLESS OTHERWISE REQLRREO BYTE FEDERAL 2�.2A AWTIONADMNSTRATON(FAAj FAWIRELESSCOMrA.wCATONFAD¢RYISINSTAJ£OONASTRU E GONPLIEM S-TOWERTOBEPAEDBLIEV IE-GRAY RDATE DESCRIPTION - THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE m OT-RT ATOWER,TEa4TEN4n Sf PORTWGELELTROALA WC�ED�W"E TBE SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE OFAIEIIIRALCOLORTWTISOEMICALTOORGWSELYCOWATBLEWIRITECOWRSOFTE 2 11-30-21 5SI1FD FOR PERW Mil ZONE REQUIRES 50,000 SQ FT PER USE WPORNIGSTRLCIURESOASTOMN(ETHEPNTENNAMD RELATED EOIAPAEM AS VISILALLY IMOBTRWNE AS POSSIBLE. S DR-A 22 CLIENT OOIAEIR$ 4 05-10-22 CLIENT OMUMM NIA SUPPORT STRWTURES IN OR ADJACENT TO RESIDENTAL ZONES.WIERE TE SITE PROPOSED FOR ANANTENLLASUPPORT6TRWTUREISWCL WR,BVARESIDEM ML ORH OWORIARE I Oe-01-22 ClE1R 001�ENI5 PROPERTYUIESASLTNGOR ONTE OPPOSITE SIDE OFASTREETFROMARESDENTVLIDNE OR USE a O1 CLIENT COI�ENIS PER DINARESDENTALMW.WANT"SWPORTSTIRWTRRESAMYBECONSTRUCTEDWESS /03 ADEOIMTELYSCREENEDFROMMEWOFTOSERESDENTIAMWSBYEX16 BULDING50RWRGE 051723 CLIENT CONEMS TREESJ LU09OEVERGREENSTESTRW EWYPRDMMENOADRETW410FEETABOVE 7 SCREEMNGBLIDIWSAN310RTREES WTE PBSENCE OFANAOEOl1ATE PRPANGEAEMOF EYJSTNG LARGE e OS�Ie ClE11T COMMENTS BE OR BUILDINGS TO PROMDE EFFECT .SCREENING,TE HEIGHT OF TIE PROPOSED STRUCTURE MAY BE NO NORE THW 35 FEET,AND TIE BASE EQUIP—A BE BURIED IN AN LINCERGFOUA VAULT.TWO 0021 OMIT COMMMS 284T A(8) ROWS OF EVERGREENTREES MIST BE PLANTED ENCRCLING THE STRUCTURE,ONE ROW ATADISTANCE TWO ROWS OF EVERGREENTREESTO BE PROVDED MOMTIESTRWTAREOF5MQFTIEHEOMOFTIESTRUX:i EA TFEOTIERATOMOFTI GHT REUEFSOWMASTOIIEICWASNEEDED OFTE STRWTFRETRANSPLPHIED TREES SHALL Mq AMNAW4 CAPER OF-EE WGFEG,SPACE030 A&E PROJECT NUMBER ETONCENTER TETREESM16TH4VEAN ELTEDHEOHTATM RRYOFATLFASTIOFEE MSS NYNYCO2239A TE IEIGHF OF TE STRWTIRETO BE SCREENED.SKATER EVERGREEN SW S"TBE WED TO FLLN TE GAPE N BETWEEN FOR SCREENING DURING TIE TRE TE TREES ARE FILLING W AND MATUTRWG TIRE PLANNWGBDFROMAYVPRYTHEARRANGENENTOFTHETREESANDSNRIIBSTOAGGSPECIFIC DISH WIRELESS PROJECT INFORMATION SITECOWMONS,AIAACCOWP HTIEGOALOFSCREENNGTHEFACLRYFROMMEWOFRESDENTW. 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CDNIMACTOR SHALL FIELD VERIFY ALL DIMENSIONS- 2-ANTENNA AND MW DISH SPECW4AT1OHS REFER TO +� '* sh ANTENNA SCHEDULE AND r0 FINAL CONSTRUCTION REDS FOR ALL RF DETAILS PROPOSED FIRE DEPARTMENT WHIP ANTENNA (?Y OTHERS ) Toa EL o 164'-10"AGLI$' VV�@SS_LLC (6) PROPOSED DISH Wireless LLC PROPOSED FIRE DEPARTMENT DIPLDTERS MOUNTED BELOW PROPOSED ANTENNAS AND EQUIPMENT ANTENNAS INSIDE EXISTING 5701 SOUTH SANTA FE DRIVE (BY OTHERS) CONCEALMENT POLE LITTLETON, CO 80120 3� fy1 PROPOSED VERIZON WIRELESS ANTENNAS (BY oTP.ERs)� •q�zscy. PROPOSED DISH Wireless LLC ANTENNA 1 - RAD CENTER 6 116'-1"AGL V Gln Oq (fYP 1 PER SECTOR,TOTAL 3) PROPOSED VERIZON WIRELESS II ,H ^► PANEL ANTENNAS (TYP) (BY Il' PROPOSED VERIZON WIRELESS ANTENNAS (EY OTHERS) PROPOSED 40•x150'-0• ■ OTHERS) RAD CENTER ill-2"AGL MULTI-SECTION, III; MULTI-SIDED CONCEALMENT 1 POLE (BY OTHERS) C1 SE�� f--- --� 0��1M I I (3)PROPOSED DISH Wlrslsss LLC LLC.AN_TER103,�`i_ RAO CENTER e i AM Al t /AZIMUTH � ENOINEERINE3 P.C. 1 / -=E CENTER © 12 / 1 \\// 90 E. HALSEY ROAD, SUITE 104 SEE ANTENNA LAYOUT II PARSIPPANY, NJ 07054 (SHEET A-2/DETAIL 2) 1 1 .I I FUTURE CARRIER ANTENNAS& PROPOSED 6.0 MAIN PIPE PROPOSED DISH Wireless LLC MOUNT '.1 I RAD CENTER © 1C9'.a AGr MAST(FIELD VERIFY MASE (TYP 1 PER SECTOR, TOTAL 3) �� N1 I SIZE PRIOR TO II PROPOSED CANISTER CONSTRUCTION) (BY 81 SECTION (TYP) (BY OTHERS) oTHERs) Y K �C? mm I ! Ra FUTURE CARRIER ANTENNAS N * �0 I RAD CENTER ('C 96'-0" ACL .� ! 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LAYOUT (SHEET A-3) BETA AW53U/AWSNG -4R4T4R132OW B1 5G SHEET TITLE B1 SAMSUNG - RF445OT-71A EQUIPMENT ELEVATION, ANTENNA TB 4T4R 28oW RU LOCATION QTY LAYOUT AND SCHEDULE C1 SAMSUNG - RFMID-70A EXISTING OR MANUFACTURER- MODEL SIZE (HxWxD) WE3GHT SMA AWS3/AWS4 4T4R 32OW PROPOSED NUMBER SHEET NUMBER C1 SAMSUNG - RF445OT-71A 5G PLATFORM 1 PROPOSED RAYCAP RDIDC-9181-PF-48 18.98'x14.39'xB.15 21.B2Lbs 20' 10' 0 20' 40' TB 4T4R 28OW RU A-2 PROPOSED NORTH ELEVATION ANTENNA SCHEDULE NO SCALE 3 DISH Wireless L.L.C.TEMPLATE VERSION 34- 06/11/2021 — NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2' OF FILL PER EXISTING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH v W,Teloas LLC LLC. CONSTRUCTION MANNER A7 TIME OF PROPOSED DISH WIRELESS 8'-0'X 10'-0' CCSTR)UCTIOH. INSTALLED UNDER TOTE PLATFORM (# MIL BLACK PLASTId.* sh PREFABRICATED ELEVATED EQUIPMENT PLATFORM � (3'-0-ABOVE GRADE MINIMUM) WITH 42- HIGH PROPOSED DISH WIRELESS S. 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I UNLESS THEY ARE ACTING UNDER THE DIRECTION t OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED DISH WIRELESS TO ALTER THIS DOCUMENT. •��•' PPC ON PROPOSED H-FRAME DRAWN BY: CHECKED BY:APPROVED UY -; r JRF JWS JKM RFDS REV #: 3 CONSTRUCTION i DOCUMENTS ' I , SUBMITTALS .. I REV DATE DESCRIPTION 2 11-30-21 ISSUED FOR PERMIT PROPOSED DISH 3 UFO+-22 CLENIT CDMlMTS WIRELESS ICE BRIDGE 1'-0' ♦ 05-10-22 CLIENT COMMENTS TYP. 3 06-01-22 CLIENT COMMENTS —— — —— — — — —— —— —— — 01/03/23 cLo+r caEo+Ts 7 05/17/23 CLIENT COMMENTS a 1 05/18/23 CtR2If COMMENTS PROPOSED CONCRETE PIER PROPOSED DISH 8 1 Ce/21/23 CLIENT COMMENTS (EYP.) (SEE DETAIL 2, SHEET A-7) WIRELESS WORK LIGHT A&E PROJECT NUMBER NYNYCO2239A PROPOSED PLATFORM ACCESS DISH WIRELESS PROJECT INFORMATION LADDER WITH SAFETY CHAIN (SEE DETaL 3, SHEET A-7) NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 PROPOSED DISH WIRELESS 10' X 12' LEASE AREA SHEET TITLE EQUIPMENT PLATFORM AND NOTE: H—FRAME DETAILS DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER SHEET NUMBER afIE PROVIDES GEOTECH. A-3 DISH Wlrolew LLC.TEMPLATE VERSION 34 - 08/11/2021 RAYCAP PPC SQUARE D SAFETY SWITCHES RDIAC-2465-P-240-MTS D224NRB DELTA ELECTRONICS, INC. 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HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 CABINET DETAIL NO SCALE POWER_PRQTECTION_ ,CABINET (PPO) DETAIL NO SCALE_ 2 SAFETY SWITCH DETAIL NO SCALE 3 EATON METER SOCKETZL� CHARLES CFIT-PF202ODSH1 Ft �EOF}yE , UNRRS213BEUSE FIBER TELCO ENCLOSURE PROPOSED INf ER EMT [�� •�' METER SOCKET TYPE RING ICE BRIDGE ENCLOSURE DIMS (HxWzD) 20•x20'x9' —•r*- c ENCLOSURE DIM (HxWzD) 16'xl2'x6' PROPOSED X' DIA ENCLOSURE WEIGHT 20 [be HYBRID CABLE 0 1 MAIN AMPERE RATING 200A MOUNTING WALL (OPTION A-) j j OND411Y SUPPORT WEIGHT 18 LBS E� COMPLIANCE TYPE 4 PROPOSED X' DIA - I I BRACKET 0'0'O.C. DING HYBRID CABLE FRONT (OPTION •B' • o o a ,ON \� '.. PROPOSED n CABLE CLAMP O 3'-0'O.C. ,r -• rtisAvrnA UNLESS THEY ARE AC MRIL xr OF A LICD SEO FRGFT'SWMAL ENCWWEER, NG TO ALTER T185 09CWEKT, MONOPOLE DRAWN BY: CHECKED BY: PROVED BY! 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MOUNT TIMED LIGHT& OUT PER (MF-130) 9--0•MA* MANUFACTURERS RECOMMENDATIONS SHEEP NUMBER (MF-130) CONCRETE PIER ELAS � Sly A-4 ICE-BRIDGE DETAIL NO SCALE 7 JYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE $ WORK LIGHT DETAIL No SCALE 9 DISH Wireless L.L.C.TEMPLATE VERSION 34 - 06/11/2021 PCTEL 1.75'0 GPSGL—TMG—SPI-40NC6 1'600 MINIMUM OF 7571 OR DIMENSIONS (DIAxH) MM/INCH 61x184mm 270' IN ANY DIRECTION 'r 3.2x7.25' WEIGHT W/ACCESSORIES 075 The0 OPS d.* sh CONNECTOR N—FEMALE I4P FREQUENCY RANGE 1590 t 3OMHz 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 CU12PSM6P4XXX XX CUI2PSM9P6X GPS UNITOBSTRUCTIONS MUS! (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 10' 11.41'6 o b 0 0 4 o o �s AZIMUTH CUI2PSM9P8X0X ENGINEEFINC3 P.C. $AGK SlQE (8 AWG CONDUCTORS) 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 CABLES UNLIMITED HYBRID CABLE GPS DETAIL No srrALE GP5_fifN[MU�A SKY VIEW REQUIREMENTS No scum 2 MINIMUM BEND RADIUSES No srsic 3 OF 0 z LINE DETAILS c=� LINE TYPE COAX MANUFACTURER TBD MODEL NUMBER COAX — 7/8 - � DIAMETER (O.D. IN.) 1.102 rT is A"OLA R5Oe1. WEIGHT (Lbs. PER FT.) 0.302 UNLESS THEY ARE ACrem THEO:RECTeON OF A UCENSED PROFESSID10.2 ErtriNEER. QUANTITY 12 TO ALTER TWE DOCUMENT. APPROX. CABLE LENGTH 140 DRAWN BY: CHECKED BY:APPROVED BY. JRF JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS LINE DETAILS No SCALE 5 NOT USED No SCALE 6 SUBMITTALS REV DATE DESCRIPTION 2 11-30-21 GSUED FOR PETCET 3 04-04-22 GLID7C COMbOM 4 05-10-22 CLIENT CON ENTS 5 0e-01-22 CUENT COUblon e as/us/23 a"common aa/1�123 cLmNr COMMENTS e 05/16/23 CL1?M Common 6 06/21/23 CIFNT Canons A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE EQUIPMENT DETAILS — 2 SHEET NUMBER A-5 NOT USED NO SCALE 4 NOT USED No SCALE 7 NOT USED No SCALE $ DISH Wlrelen L.L.C.TEMPLATE VERSION 34—08/11/2021 SAMSUNG — MID BAND SAMSUNG — LOW BAND EEI TRIAD—FPS MOUNT RF4451D-70A RF4450T-71A II ! I!lIII :II { DIMENSIONS (HxW%D) I 2'x5.72x.25• AMS-ELMA 0ol d DIMENSIONS (HxWxD) 15'x15'x8.9' f fI f gll DIMENSIONS (HxWxD) 15'x16.5'x11'.. III i II fi - WEIGHT: 5.5 LBS QTY:6WEIGHT 61.3 Ibe , iftWEIGHT 94.6 Ibe 4.3-10 RF C�6-10 RF i, I ,Illlrl ill TOE7 SPECIFICATIONS: BOUND OR RACKET ASSEMBLY POLES 3' sh CONNECTOR TYPE I` CONNECTOR TYPE CONNECTOR f. ,," f ��II NNECTORINPUT VOLTAGE -36 to se VDC INPUT VOLTAGE -3CONNECTOR VDC P196 �_LLC EEI TRIAD—AB MOUNT 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 ZD DIMENSIONS (HxWxD) 2'x10'x.25' AB PLAN WEIGHT: 2 LBS QTY:6 Vo SPECIFICATIONS: ANTENNA BRACKET, 1/4' HRPO GUSSET ASSEMBLY AB FRONT i TRL1D-AB 0 FFAT WASSHER _ - LOCK WASHER ED AZIMUTHO O LE c r� I e e a I f cs BACK SIDE F84t(I E9GK S1QE FRONT THREADED FPS/AS FRONT ROD (TYP) F5/AB PLAN 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 RRH DETAIL No SCALE RRH DETAIL No SCALE 2 MAST MOUNT DETAIL NO SCALE 3 COMMSCOPE M04 MOUNTING BRACKET RAYCAP RDIDC-9181—PF-48 FVV-65B—R3 ANTENNA HPA-33R—BUU—H4—K DC SURGE PROTECTION (OVP) r� F' DIMENSIONS (HxWxD) 71.9'x11.8'x7.1' WIDTH 5' DIMENSIONS (HxWxD) 18.98'xl4.397x8.15• �( . K TOTAL WEIGHT 43.8 LB PEAU DEPTH 2' WEIGHT 21.82 LBS * 0 RF PORTS, CONNECTOR TYPE 6 x 4.3-10 FEMALE HEIGHT 8' ELAtI MOUNTING 1" TOTAL WEIGHT 1.5 Iba BRACKET (7 I HOUSING MATERIAL ASA/ABS/ALUMINUM ANTENNA 1j RADOME COLOR LIGHT GRAY L $MON� g} �� CONNECTOR1x8-PIN DAISY CHAIN MOUNTING BRACKET IT is A UNLESS IND :REC110R OF A UwE.RSW V ' CNCtNEu TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED 6Y: PRGVED By' JRF JWS JKM MOUNTING T� PIPE RFDS REV #: 3 .. LLOR'DC.ISH�PRO% LLC WEtE CONSTRUCTION HKK SME Boca SE B&QK DOCUMENTS ANTENNA DETAIL No SCALE 4 ANTENNA MOUNTING DETAIL NO SCALE 5 SURGE SUPPRESSION DETAIL (OVP) No SCALE 6 SUBMITTALS REV I DATE I DESCRIPTION 2 1 11-30--211 ISSUED FOR". COMMSCOPE 3 04-04-22 CUW COMMO15 CDX623T—DS—B DIPLEXER 4 05-10-22 CLOITOOMENTS DIMENSIONS (HxWxD) BAN4.9'x4.5' S 0e--01-22 CLIFM COMMENTS 4 01/07/23 CLEW COMMENTS WEIGHT 10.14 lbs 7 05/17/23 CLEW COIMF3115 CONNECTOR TYPE 7-16 DIN 8 05/10/23 CLIWO MENIS FEMALE 0 0e/21/23 cLE11r ca1MEH1s O o O- A&E PROJECT NUMBER O a O NYNYCO2239A PL611 DISH WIRELESS PROJECT INFORMATION _ NYNYCO2239A - --- 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE EQUIPMENT DETAILS — 3 E&K SIDE FROC{I SHEET NUMBER A-6 DIPLEXER DETAIL NO SCALE 7 NOT IN USE NO SCALE 8 NOT IN USE NO SCALE 9 DISH Wlreleee LLC.TEMPLATE VERSION 34 - 06/11/2021 40'OUTSIDE (TYP) EQ—PO810 B AD PROPOSED PREFABRICATED STEEL PLATFORM `SU�IPMDETAI 1)FORM PLATFORM A CESS LADDER CTG ) PROPOSED BASE PLATE TOTAL WEIGHT ±1017.6 lbs RUNG WELDMENT OTY 2 MAX LOAD CAPACITY 10,000 The PROPOSED HI COLUMN TOTAL HEIGHT I — s h 86' 1_1/2' 1'--6' TOTAL WEIGHT 47.62 lbs � 10 PROPOSED 1I'� _ z IkE S.,LLC 10-X10'X3/8' t d' NOTES: I� BASEPLATE — (EOL2 SHOWN FOR CLARITY PURPOSES) -- — ALL DIMENSIONS SHOW AS '"'WILL BE 5701 SOUTH SANTA FE DRIVE GRADE LEVEL v ar LITTLETON, CO 80120 T:: --- THE SAME FOR ALL LADDER ASSEMBUES $ 0 4 PROPOSED 5/8'A615 ~ WW — FJiCvOR BOLT v r - F EMBEDEDIERV—a'Yi PROPOSED 2' (TYP) - - - �► _ - •) HHS --- - ----- 4X4X3/8' f" yl a • PROPOSED COLUMN m o " +!,!. - fO 107(10'X3/8' w 1' BAR GRATING BASEPLATE _ m IOP ,_ r. .• v 10' ` •: PROPOSED PLAIN CONCRETE PIER Ay'M• (4,000 PSI CONCRETE) P10TE M a �' PROPOSED pE5!GN DF PIET25 1h1LL NEED AZIMUTH �� - -- �IQE 107(107(3/8'PLATE TO BE RENEWED AFTERANGLE E fV G I N E E A I IV G P.C. 1'-6' ELITE PROVIDES GEOTEC31. OErAl �� iv 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 STEEL PLATFORM DETAIL No SCALE EQUIPMENT PLATFORM PIER DETAIL No SCALE 2 STEEL PLATFORM LAD ER DETAIL NO SCALE 3 c�ii E OF NFdy NOTES: y 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. 1 .JpL 2 39 O P ,+7 Y I AB '17 /� 6 EN R IS A VIOLATION OF PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, DETAILA ALL CORNERS I TO ALTER THIS DOCUMENT SCALE I:4 9 DETAILE DRAWN BY: CHECKED BY. PROVED BY 4 1 SCALE 14 1g 11 JRF I JWS I JKM RFDS REV #: 3 CONSTRUCTION s (D—\ DOCUMENTS 3 SUBMITTALS 13 REV DATE DESCRIPTION 2 11-30-21 ISSUED FOR PERLET 3 04-04-22 CLEM'CANO(R DETAIL( 6 4 D1-10-22 CLIENT COMMENTS SCALE 1:4 5 05-01-22 CLEM CONEMS -ART ND. 00CRIKON Gly, WTEK" NOTE NO. a 01/03/23 CLENT COMMENTS 1 3 ff X I-GALV BOLT KIT 14 G,OS LBS T 318•X 2-GAL V BOLT KIl 28 OXIS LMS 7 05/17/23 CUMT COMMENTS $ x2'GALV MOLr K11 29 026 Les 11 M 05/18/23 MM CLIENT COMMENTS GALV AhT WASHER 14 0,01 LES 3 SirGALV FLAT WASHER 2a 0.06 LES �' o 00/21/23 CLIENT COMMENTS A POW.AWNDRML 149.7dIHS 14 6 A&E PROJECT NUMBER 7 11 NANIDMILHORaWAL 4 1s,dLTL95 NYNYCO2239A a ,MTC997Pr01 T2 HANDII HORRONTAL 2 21 A I LRS - 9 TC339791{R13 HA.NOML HORIZONTAL 2 "1 MBSDISH WIRELESS PROJECT INFORMATION lO TC3P7Pti4T4 HANDRAIL.HORIZONTAL 2 5.44 LRS •• .c 11 TC3979;iRls PLATLP-AN AaTCLaoA4D 2 1dS2i9S •� • NYNYCO2239A 1zImlCas7vlTsla PLAlF FUNCPA,.10E0OARD I 20a3tw REMOVE 17UPRIGHT POSTSV[ TC396WO) 61405 MAIN ROAD, ROUTE 25 13 7 PUTS HA 4olm TL?'EBOARD T 6.45 tes BOLT IN 4'X4'TUBE FOR M7C3983 14 TC3s79HR16 PUTS HANORAR TOEBOARD T 5.87 L85 USE TS1275 IN PAIRS TO ATTACH SOUTHOLD, NY 11971 15 MTC3979i&19 ANGLE BRKT,HANDR.ML 12 032 LU TOEBOARDS. 1d 1710 12.24x?'SELF OlhLUNGSCnw ss 0.133 UIS LAS TSI 220 IN PAIRS TO ATTACH L7 7275 1 TEK$CREW 012 X 314,WITH NEOPRENE WAWR 1 46— — 0.02 Las HANDRAILS TO 04 POSTS. REMOVE UPRIGHTPOSTS(MTC39ERO)7 SHEET TITLE BOLT IN4"X4'TUBEFOR CANOPY APPLICATION EQUIPMENT DETAILS — 4 US£TS1275 IN PAIRS TO TOEBOARDS US TS1220 IN PAIRS TO ATTACH HANDRAILS TO 4X4 POSTS. SHEET NUMBER A-7 EQUIPMENT PLATFORM EQUIPMENT PLATFORM HANDRAIL DETAILDETAIL NO SCALE 4 DISH Wireless LLC.TEMPLATE VERSION 34 — 06/11/2021 NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY+24V AND BLUE MARKINGS SHALL IDENTIFY-48V. 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED UNDERGROUND UTILITY CONDUIT ROUTE. v 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID.ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS,THE SCOPE OF WORK, OR ANY d.* sh OTHER ISSUE MANAGER FOR CLARIFICATION, NOT RAFTER THTO THIS PROJECT E CONTRACTBE US UP BEEN DURING THE BID PERIOD WITH THE PROJECT �-LLC 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS 5701 SOUTH SANTA FE DRIVE REQUIRED TO MEET NEC STANDARDS. LITTLETON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. • EXISTING WOODED AREA 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. AZIMUTH INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. EN31NEERING P.C. B. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON,AND PANEL FIELD LOCATIONS FED FROM. 90 E. HALSEY ROAD, SUITE 104 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. PARSIPPANY. NJ 07054 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES,AND ALL DISCONNECT SWITCHES,AND EQUIPMENT CABINETS. J{� 10.ALL NEW MATERIAL SHALL HAVE A U.L LABEL [1z OI 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. •I E M *Ci �t� PROPOSED UNDERGROUND POWER ..•.• 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. t� �— CONDUIT(LENGTH: 72'-0't) ALL TRENCHES IN COMPOUND TO BE HAND DUG r- 13. y - C7 DrOt 'o pb�p( '1 RISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED DISH Wlroleee LLC —r TO ALTER THIS DOCUMENT. UTILITY METER WITHIN EXISTING VACANT METER BANK DRAWN BY: CHECKED BY:. PROVED BY, �..J PROPOSED UNDERGROUND FIBER JRF JWS JKM CONDUIT(LENGTH: 60'-O'f) REDS REV #: 3 r,y CONSTRUCTION �• I� DOCUMENTS �j` SUBMITTALS REV DATE DESCRIPTION 2 11-30-21 BMW FOR POW 3 61•-46--22 CUlW COISfMS 4 05-10-22 CLEW ODMMOM 5 00-01-22 CLEM Cold"m EXISTING PAVED PARKING AREA a 01/03/23 MEW OOMIE105 7 05/17/23 CUDIT 00101ENIS EXISTING BUILDING a 05/10/23 CUENf OOYIFMS p 46/21/2] CLENf 0010E105 A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER E-1 UTILITY ROUTE PLAN 12' e' a° 0 -0 zo' ELECTRICAL NOTES No SCALE 2 — DISH Wlrolen L.L.C.TEMPLATE VERSION 34- 06/11/2021 DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY+24V AND BLUE MARKINGS SHALL IDENTIFY -48V. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS,THE SCOPE OF WORK, OR ANY DISH Wireless LLC L.L.C. — — d.4.sh OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT DISH Wireless LLCO 0 p FIBER DISTRIBUTION PANEL MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. L. PROVIDES -LLC 12AWG WIRE( PROPOSED DISH Wireless LLC NOTE: FIBER PROVIDER FIBER WILL NEED TO PROVIDE AN 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL TAIL) FIBER ENCLOSURE HID, IF REQUIRED ADDITIONAL 5FT UNISTRUT, STATE AND LOCAL CODES, LAWS,AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS PROPOSED DISH Wireless LLC 2 U-BOLTS WITH 4 NUTS, REQUIRED TO MEET NEC STANDARDS. �. _ - • IN THE EVENT THE LLC. um�- - 5701 SOUTH ANADRIVE BRACKET SPACING DOESN'TLITTLEEON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE PROPOSED DISH Wireless LINE UP WITH CURRENT COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. LLC L.L.C. UNI SPACING BELOW - PROPOSED FIBER PROVIDER IN IN OUT 4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. DISH Wireless LLC LLC. 1-1/4- FLEX CONDUITS VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. F18ER JUMPER TO CABINET FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF WILL NEED TO BE POWER TO FIBER PROVIDER NID TELCO BOX OF HID ENCLOSURE AND 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. TERMINATED BY FIBER PROVIDER ON OTHE7C SIDE OF PROPOSED DISH Wireless LLC INSTALL 1-1/4- LIQUID TIGHT PROPOSED DISH L.L.C. 12 AWG WIRE (6'--TIA CONNECTORS, UL LISTED, NYLON Wireless LLC LLC. BUlXF1EAD/1-C TO LC MATERIAL. WITH 0-RING GASKET 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 10 AMP DISTRIBUTION CONNECTOR WHERE CIRCUIT _ t,. BREAKER c-:3 c:m — IS PERM RATEDFIBER PROVIDER TO INSTALL 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. 1-1/4' FLEX CONDUITS BETWEEN AZIMUTH INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. W IN PROPOSED DISH Wireless LLC FDP TELCO BOX & HID PROPOSED FIBER PROVIDER LLC. ERC-I M1I E E R I R G P.C. B. ALL DISCONNECTS AND CONTROLUNG DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES PROPOSED DISH Wireless LLC {) Q FIBER LATERAL FROM RIGHT 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless LLC INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON,AND PANEL FIELD LOCATIONS FED FROM. E WAY TO STREET, LLC. L.L.C.CTERMINATED TO FDP PROPOSED DISH Wireless LLC 7TE�1T1��.�[r11 F�]R%F�F�N2NCCLLOO� LLC 90 E. HALSEY ROAD, SUITE 104 PYt(7FEREASH Wireless LLC L.L.C. PROPOSED-DISl1"fin PARSIPPANY. NJ 07054 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. L.L.C. PROPOSED DISH Wireless LLC 12 AWG WIRE 1� c:= L.L.C. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL 1-1,/2-POWER FROU CABINET L.L.C. 1r sr 1-1/2' FIBER TO CABINET DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. DISH Wiralosa LLC L.L.C. 1�y FlBQ%TO NET PROPOSED DISH Wireless LLC PROPOSED DISH Wireless LLC INSTALLS 1-1/2� CONDUITS �INOPO$ED DISH Wirsless LLC L.L.C. L.L.C. 2'CONDUIT FROM 10.ALL NEW MATERIAL SHALL HAVE A U.L LABEL FOR CABINEETT WERAND F1�R COMMERCIAL FIBER�VAOUMT 1-1/2 POWER FROM CABINET COMMERCIAL FIBER VAULT 0 F NFryl 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. I-" ELECTRICAL NOTES NO SCALE DARK TELCO BOX — INTERIOR WIRING LAYOUT 10 SCALE 2 LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL) No STALE 3 214E N� Y fu —PROPOSED 5 SINGLE L.I MOUNTED METER SOCKETS ON EXISTING H—FRAME IT IS A VIOLATION OF LAW FOR ANY PERSON, WITH 1 EMPTY METER UNLESS THEY ARE ACTING UNDER THE DIRECTION SPACES (BY OTHERS) PROPOSED DISH Wireless OF A LICENSED PROFESSIONAL ENGINEER, LLC 20QA POWER METER TO ALTER THIS DOCUMENT. PROPOSED DISH Wireless LLC WITH DISCONNECT LOAD CENTER AT 200A PPC DRAWN BY: CHECKED BY: PROVED BY-. CABINET POWER SECTION - -- - L.. .�c. I r JRF JWS JKM 't'' !uI NIi /3 •-�'~- REDS REV #: 3 2)ak 900A CONSTRUCTION PROPOSED DOCUMENTS PROPOSED DISH DISH Wireless LLC 200qwSUBMITTALS 120/208V, 10 3W L7„C _ AC CABINET TELCO PROPGSED CABINET r MESA CABINET F REV DATE DESCRIPTION . (BY OTHERS) 5 2 11-30-21 ISSUED FOR WFMf SEE TRENCHING NOTE 1 2'RGS 3 01-04-22 CLEW 001d"M SITE • 03-10-22 CLIENT COMMENTS oMENTS TREHI NCNG NOTES BACKFILL KSPECI�FlCATIONS 08-01-22 CLIENT COM"M (SEE GENERAL NOTES) e o/t al/u CLIENT CoLbonS 1. CONTRACTOR SHALL RESTORE THE _ TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL 7 05/17/23 0"OMMM3r 5 CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS PWR PWR—PWR—PWR—PWR— —PWR a os/ta/v cLort coLs�NCs SEE TRENCHING NOTE 2 a 65/2:Lf23 amu oouo0s REPLACING ASPHALT OR CONCRETE 6'WIDE WARNING TAPE - PYlR PWR PYYk �— PWR AREAS 70 f15 ORIGINAL CROSS i Z A&E PROJECT NUMBER SECTION. f� � f FBR FOR —FBR—FBR—FBR NYNYCO2239A 2. TRENCHING SAFETY; INCLUDING, o '° ', o DISH WIRELESS PROJECT INFORMATION BUT NOT LIMITED TO SOIL �,!�� f` f m�e PVC SCH. 40 CONDUIT FOR FIBER CADW=LD CLASSIFICATION, SLOPING,AND •:�\ti:`. �� m (CM TO CONFIRM) �- NOTE: SHORING, SHALL BE GOVERNED ''�;; -�� NYNYCO2239A s RISER DIAGRAM IS FOR REFERENCE 61405 MAIN ROAD, ROUTE 25 BY THE CURRENT OSHA n - i - •,!� chi ONLY. WIRE SIZES AND FINAL WIRING TRENCHING AND EXCAVATION c .� _ // PJC SCH. 40 CONDUIT CONFIGURATION TO BE PROVIDED AFTER SOUTHOLD, NY 11971 SAFETY STANDARDS. o + •- �� '�o COMPLETION OF UTILITY CONSULT. 3. ALL CONDUITS SHALL BE 1�---GRGu��D ROD INSTALLED IN COMPLIANCE WITH �' ��.•. kk THE CURRENT NATIONAL UTILITY WARNING TAPE PVC SCH. 40 CONDUIT 4 SHEEP TITLE ELECTRIC CODE (NEC) OR AS ELECTRICAL DETAILS REQUIRED BY THE LOCAL SAND BEDDING PER SITE AND RISER DIAGRAM JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS THE MOST STRINGENT. SHEET NUMBER E-2 TYPICAL UNDERGROUND TRENCH—DETAIL NO SCALE 4 ELECTRICAL RISER DIAGRAM No SCALE 5 DISH Wireless LLC.TEMPLATE VERSION 34- 06/11/2021 TO UTILITY COMPANY BACKUP GENERATOR DELTA NETWORK CABINET NOTEa 120/240V 10 SERVICE CAMLACK GEN PLUG PROPOSED POWER PROTECTIVE CABINET DELTA ELITE-X DC PLANT ■ 120/240V, 1 PH, SERVICE RATED, THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY OVERALL UL LISTED POWER CENTER, THE ADJUSTMENT FACTOR OF 50% PER 2020 NEC TABLE 310.15(C)(1) FOR UL1015 UTILITY tu N3R, 65K/10K AIC SERIES RATED. WIRE. (ALL WIRE AND TERMINATION HARDWARE TO BE RATED 757C) 120/224MAIN BREAKER WITH /12 FOR 20A=CPD WIRE CfRATIHG: O.$x 25A- 20.0A 1PH/ 2004 200A INTERLOCKED GENERATOR (2) PROPOSED /$ FOR 40A OCP= WIRE DERATING: 0.8 x SOA- 40.OA 65K FEED, 200A 10K AC 1.0' EMT CONDUIT d.sh (3) 3/0 WITH +8 GROUND 1O SURGE SUPPRESSION CONDUIT SIZING: AT 4OS FILL PER NEC CHAPTER 9,TABLE 4.ARTICLE 358. -LLC IN 3'SCH 40 CONDUIT DEVICE 140KA MDV 7.0' CONDUIT - .3460 50. IN AREA NEW 2DOA. 120/24OV, 1+3W, Qf 3.0' CONDUIT- 3538 SO. IN AREA NEMA 3R, UTILITY COMPANY G TSA 40A PROPOSED 2 $, 10 SHARED CND. FOR RECTIFIER 1 5701 SOUTH SANTA FE DRIVE APPROVED METER ENCLOSURE M 04 LITTLETON, CO 80120 ,`+A (2 CONDUIT): USING THWN-2, CU. el SPACE 7 40A PRQPOvffl 2 FOR RECTIFIER 2 RECTIFIER CONOVLTOfel - 0.0366 50. IN % 4 - 0.1464 50. IN (3)3/0 WITH/6 GROUND O1 SPAS 1 #8 - 0.0566 SO. IN X 1 0.0366 SO.. IN <GROUNO rs IN 3'SCH 40 CONDUITSPACEfi 12 AAA PROPOSEUO 2 6 1 8 SHARED CND. a FOR RECTIFIER 2 TOTAL 0.1830 50. IN SPACE RECTIFIER & =1 CONDUCTORS NEW 240V,200A,200AF, i 1+ 2P, NEMA 3R,SERVICE SPACE i5 76SP� #12 - 0.01'33 SO. IN X 2 - 0.0286 SO, IN RATED DISCONNECT SWITCH. ,� #8 - 0.0366 SO. IN X 2 - 0.0732 SO. D7 SCCR tOOkA �200 SPACE 17 SPAM #B - 0.0366 SQ. IN X 1 - 0.0368 SO. IN <GRMND gL SPACE SPACE TOTAL - 0.1364 SQ. IN AZIMUTH SPACE t ISPACE ENGINEERING P.C. SPACE I 4SPACE 1.0' EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(5)WIRES, INCLUDING GROUND WIRE. AS INDICATED ABOVE. 90 E. HALSEY ROAD, SUITE 104 SPACE SPACE PROPOSED 2012 - PARSIPPANY, NJ 07054 _ - -:FOR CONVENIENCE OUTLET FPC FEED CONDUCTORS (1 CONDUIT): USING 1TAVN, CU. #4 CU (GROUNDING Oj (3)3/0 WITH/6 GROUND-0 3/0 - 0.2679 SO. IN X 3 - 0.$037 SO. IN -• �. ELECTRODE CONDUCTOR) IN 3'SCH 40 CONDUITSERVICE/FEEDER CONDUCTOR LEHM TABLE /6 - 0.0507 SO. IN X 1 - 0.0507 SO. IN <GROUND (BASED ON INDUSTRY STANDARD 3X VOLTAGE DROP AND 5R NEC ALLOWABLE UMII) TOTAL - D.8544 SO. TN �� CONDUCTOR SIZES c`t DESIGN LOADS 250 kcmR AL 300 kcm8 AL 3/0 CU 4/0 CU 250 kcmll CU 300 kemll CU 3.0' SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(4) WIRES. INCLUDING GROUND WlRE� AS INDICATED ABOVE. (NECARTICLE 220 a 7230 30' 155' 145' 780' 215' 255' A d 311 VaTAGE DROP g PPC FM CONDUCTORS 0 CONDUIT): USING THWN.AL � `MEM Mn ,y 2W i1 2aW3e 220 260' 240' 300' 360' 425' 250kcmll AL - 0.3970 SO. IN X 3 - L191 SO- IN � f--�- yI V LTACE DROP /4 AL 0.0824 SO. IN X 1 - 0.0824 SQ.IN <GROUND NOS' TOTAL - 13734 SO. IN 1. 250 MCM/KCMIL AL+ /2 AL GRD MAY BE USED AS A REPLACEMENT FOR 3/0 CU + #8 CU GRD SERVICE CONDUCTOR FROM THE DISH Wlrelea LLC. FIRST MEANS OF IXSGWrNECT/UTILITY COMPANY MEET-ME POINT.REFER TO VALUES ABOVE TO LIMIT VOLTAGE DROP TO 3S. 36'SCH 40 FVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES. �nm�2. ALUMINUM/COPPER CONDUCTORS MUST BE RATED 7SC. INCLUDING GROUND WIRE.AS 8401 ATED ABOVE. I3. ALUMINUM TO COPPER BUSS CONNECTIONS MUST MEET AND CONFORM TO ANSI AND BE UL LISTED. USE ANTI CORROSION EIv CONDUCTIVE LUBPoCANT ON CONNECTIONS BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED VL7075. 105'0. 6O0Y, 4. PPC MAIN DISCONNECT CIRCUIT BREAKETS ACCEPT#4- 3ODKCMIL AL OR CU CONDUCTORS. AND PVC INSULATED, IN THE SIZES SHOWN IN THE ONE-LINE DIAGRAM. CONTRACTOR MAY 5. VOLTAGE DROP FOR SINGLE METER ENCLOSURE FEDFROM TRANSFORMER WITH MULTIPLE CUSTOMERS IS CALCULATED FROM THE R IS A VIOLATION OF Agr�PERSpe, SUBSTITUTE UL1015 WERE FOR T1WN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. TRANSFORMER TO PPC-(SERACE AND FEEDER CONDUCTOR LD CIH) UNLESS 1NEY ARE ACTING UNDER THE OlItECTION e. VOLTAGE DROP FOR MULTI-4ETER ENCLOSURE S CALCULATED FROM THE METER TO PPC. (FEEDER CONDUCTOR LENGTH) OF A LICENSE=PROFESSIONAL ENLIWMR. RRE&KERS REQUIRED-- 7. VOLTAGE DROP CALCULATIONS ARE BASS ON A POWFR FACTOR OF 1,A UNE TO GROUND VOLTAGE PER CONDUCTOR OF 120V, NO TO ALS Te5 DOCUmDrL (3] ADA, 2P BREAKER - SQUARE D P/N:00240 CORRECTION FACTOR FOR AMBIENT TEMPERATURE OR ADJUSTMENT FACTOR FOR MORE THAN THREE CURRENT-CARRYING CONDUCTORS IN A SINGLE CONDUCT OR RACEWAY.A POWER FACTOR LESS THAN 1 OR VOLTAGE LESS THAN 120 WILL RESULT IN DRAWN BY: CHECKED BY: ROVED E? (2) 15A, 1P BREAKER - SQUARE D P/N:QO115 SHORTER DISTANCES THAN SHOWN IN TABLE JRF JWS JKM RFDS REV #: 3 CONSTRUCTION PPC ONE-LINE DIAGRAM NO SCALE 1 DOCUMENTS SUBMITTALS PANEL NAME LOCATIOn VOLTAGE:240/12010 MOUNTING ENCLOSURE SURFACENEMA 2R MAIN C/13:200 AMPS AVAIL FAULT CURRENT: REV DATE DESCRIPTION DELTA EQUIPMENT PLATFORM BUS RATING:200 AMPS SHORT CIRCUIT RATING:45,4v4/1vA42 SERIES RATED 2 11-3D-21 E SUED FOR PEFDAR' AMPS WIRE&CONDUIT TYPE DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE&CONDUIT AMPS 3 01-adh 2 CUM omme S POLES POLES lEn 2/421+1170 R INTERNALGFCI 0.15 1 1.46 2 1.S4 RECTIFI€R EO SEEONE LINE E2 4 OS-50,"22 CIEHIT f171�EN15 16'1 SEE ONE LINE R CONVENIENCE DUTLET 0.14 a Ir.4 1.10 EO 5 06-01-22 CLIENT COMMENTS SPACE 5 1.50 E 1.50 RECTIFIER EO SEEOKEUNE 401 1.50 6 01/03/25 CLIENT COMMENTS w4ce 7 EO SPACE D 150 10 1.52 RECTIFIER ER EEE ONEUNE 407 7 1015/17/23 GENE COMEMS SPACE 11 T.50 12 1.50 EO CLIENT COIEE21I5 SPACE la 14 SPACE 6 05/10/25 SPACE 1S 16 SPACE Y DE/21/23 CLIENT COIREORS jPACE _ 1: 15 :PACE SPACE 20 - SPACE A&E PROJECT NUMBER SPACE 2' n SPACE NYNYCO2239A SPACE 77 24 SPACE PHASEO LOAD 4.H 4.T KVA DISH WIRELESS PROJECT INFORMATION TOTAL CONNECTED LOW f.6 kVA a9A TOTAL DEMAND LOAD fA kVA 24A NYNYCO2239A LOAD DESCRIPTION CONN.LOAD DEMAND DESIGN LOAD TYPE KVA AMP; FACTOR KVA AMPS61405 MAIN ROAD, ROUTE 25 L - LIGHTING 4.2 O.0 T.n 0.0 SOUTHOLD, NY 11971 R RECEPTACLE 4.4 1.5 NEC OA sS M MOTOR 42 0.0 NFC N RE&TLNQ 2.0 2.2 1.00 QA 1 op AC MVAS 0.0 0.4 1.40 4.2 1. a0 EO EgUIPMENT 5.4 37.5 too 6.0 ars SHEET TITLE E msTTN0 0,0 50 1.25 02 0.0 ELECTRICAL ONE-LINE, FAULT '+TIL EQUIPMENT LOADS CONSIDERED CONTINUOUS LOADS CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE [NO SCALE 2 DISH Wirelm L.L.C.TEMPLATE VERSION 34 - 06/11/2021 e EXOTHERMIC CONNECTION �T IN CTIOUND ROD WITH PROPOSED EEVE BUSS BAR TEST WELL INSULATORS ® MECHANICAL CONNECTION __- T _ _ _ _ ♦ _ _ _ - J8 AWG STRANDED & INSULATED t rF�, GROUND BUS BAR - — PROPOSED 4'x12'x1/4'TINNED - 12 AWG SOLID COPPER TINNED 7 COPPER GROUND BUSSEA2r ( d,.sh s� GROUND ROD { e - A BUSS EA: INSULATOR WkekW-LLC BOND PLATFOR O ©SPREQUIPMENT i GROUNDING ELECTRODE i k I ` 5701 SOUTH SANTA FE DRIVE SYSTEM (TYP. 4) GROUNDING LEGEND LITTLETON, Co 80120 a BOND H-FRAME POST TO I _ PROPOSED TOM GROUND RING UNI-STRUT(EYP.) I - _ (QLD Yom)(By OTHERS) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. BOND ICE BRIDGE r r� --:at'--- -' - SUPPORT POSTS TO Y 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN GROUND RING BOND(s) - COMPLIANCE WITH NEC SECTION 250 AND DISH WLrelsss LLC L.L.C. GROUNDING AND BONDING ' I (TYP ALL POSTS) PROPOSED TOWER BY OTHERS REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. /2 AWG BURIED GROUND �JI'�' _ �• � I � � 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. RING 30' BELOW GRADEJ � I; ___ AZIMUTH /2 TINNED SOLID IN 1/2' I IL " of I GROUNDING KEY NOTES ENGINEERING P.C. MIN. LIQUID TIGHT CONDUIT FROM 24' BELOW GRADE ! Ep ° - - - 90 E" HALSEY ROAD, SUITE 104 TO WITHIN 3'TO 6'OF I ___e PI'" .�_ ; ♦ Fx7E$l0R GROUNs] RING- 12 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW PARSIPPANY, NJ 07054 CAD-WELD TERMINATION I OA GRAVE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL POINT. EXPOSED END OF I - -_— — — 1 p s / OR FOOTING" THE LIQUID TIGHT CONDUIT �; -•. 1 MUST BE SEALED WITH ` . ` TOWER GROUND RING:THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, SILICONE CAULK. (TTP). t _ _ . f AND/OR GUY ANCHORS.WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE L _ I J BUILDING,AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM /2 AWG SOLD COPPER CONDUCTORS. INTERIOR GROUND RAG: /2 AWG STRANDED GREEN INSULATED COPPER CONDUM_TOR EXTENDED AROUND THE PERIMETER OF THE EOL'IPMENT AREA ALL NON-TELECOMMUNZATIONS RELATED ME'AUJ, OBJECTS FOUND �Sr -�- - — — — ♦ — -- ♦ G. WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN BOND EQUIPMENT AS INSULATED CONDUCTOR. r REQUIRED BY MANUFACTURER INTERIOR GROUND RING: 02 AWG SOLD TINNED COPPER WIRE PRIMARY BONDS SHALL BE PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE PROPOSED EQUIPMENT GROUND RING TO O BUILDING. _ EXISTING TOWER GROUND RING CTOTAL 2) T DUNO ROD_ UL LS W COPPER CLAD STEEL MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND E RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF Oft KE TYPICAL EOUIPMENT G8OUtj9ItjG PLAN NO SCALE 1 GROUND RING CONDUCTOR. k5d64 .. ss�p \C] 1 µ: wetRp{si7lh _ BAR, POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT 1^ •� 0 FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLD TINNED COPPER CONDUCTORS. IT IS A vTDu UNLESS TNET ARE AOTWG UNDER WE DLRECROH FNTCH PLATc GRvUNO BI BOND TO THE INTERIOR GROUND RING WITH TWO /2 AWG STRANDED GREEN OF A LICENSED PROFIESSCRAL ENGWEER, QINSifLAT>=E7 coPpER CONDLICIORS. WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH TO ALTER THIS DOCUMENT. PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING USING (2)TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. DRAWN BY: CHECKED BY: PROVED BY PROPOSED LxuBloCkale ENTr7Y F4?RT GROUYO !3 •: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND JRE JWS JKM BULKHEAD (TYR) I H TO GROUND RING WITH A/2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WEIR AND INSPECTION SLEEVE RFDS REIT #: 3 EXISTING MAST —� PROPOSED I TELCO GROUND Baa: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. ANTENNA("P) I CONSTRUCTION ROUND MEMBER I FRAME BONDING:THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT ROUND PROPOSED J IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. DOCUMENTS STEALTH CANISTER I INTERIOR UNrt BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA OF THE INTERIOR GROUND RING REQUIRE A#6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE SUBMITTALS /tl 4 I INTERIOR GROUND RING. REV DATE DESCRIPTION 3/8' HEX OR EXISTING VAST FlL,LISTER BOLT � I + FIO:GF Ar+o_C�TT caaUND,INc METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 2 tt-�zt t5511ED FOR IrFAYf LOCK WASHER I BONOFD TO THE'EXTERIOR GROUND RIkC SHAD BE BONDED TO THE GROUND RING WITH A J2 AWG SOLD V O TINNED COPPER CONDUCTOR AT AN INTEIfiJAL NOT EXCEZOING 25 FEET. BONDS SHALL BE MADE AT EACH S IK"a-22 wort�r IS 6'x2' GROUND FLAT WASHER + I I GATE POST AND ACROSS CATE OPENINGS" < DFrto-22 CLIENT CAIMOlIS BUS BAR I I E][TFIiNLR IfNrt BDNDSc METAWC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED 5 06"01-22 cLto+r couotls 6'x2' GROUND TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLD COPPER WIRE a 01/03/23 CLIENT WAeFNIS BUS BAR EXISTING MAST— I 1 05/7//23 CUBIT ODNQ7IS ICE BRIDGE SUPPORLS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH /2 AWG BARE 'LJ TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED a osAte/v cLlo+r ODuoitS ROUND MEMBER I I LJ GROUND RING. s oe/2t/v cLrENr capons ADAPTER - STA.'NLESS STEED HOSE CLAMP /2 AWG STRANDED DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OU15, RECTIFIER REPLACEMENTS A&E PROJECT NUMBER OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND NYNYCO2239A STAINLESS STEEL COPPER GREEN INSTAL-ATIOWS OR CFWIGES TO DC COTNRTER SYS US TT SHALL BE RLOVAI.D THAT SETYICE 6'x2' GROUND BUS BAR DISH WIRELESS PROJECT INFORMATION HOSE CLAMP (TOTAL OF 1) INSULATED (IYP) D CONTRACTORS VERITY ALL DC POWER r SYSTEMSTECARE EOJIPPED WITH IR CTLYMASTER OC GrESYSTEM RTiit C GROUND I CONDUCTOR FROM THE OC POWER .S?=57DA COMMON RE1tlRN BUS DIRCTI-Y Cv4"tEGtiEb TO TH:E CELL SITE REFERENCE GROUND BAR NYNYCO2239A OTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. 61405 MAIN ROAD, ROUTE 25 REFER TO DISH Wireless LLC L.L.C. GROUNDING NOTES. SOUTHOLD, NY 11971 BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING ELEVATION SHEET TITLE GROUNDING PLANS AND NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING DETAIL NO SCALE 2 GROIJNDING KEY NOTES NO SCALE 1 3 DISH Wlrolsss L.L.C.TEMPLATE VERSION 34- 06/11/2021 NOTES NOTES EQUIPMENT CABINET OMITTED FOR CLARITY _il f 1�L CABLE GROUNDING hM REQUIRED WHEN s PROPOSED GPS UNIT - — ANTENNA IS LESS THAN 10' FROM CABINET --------------------- PROPOSED GPS UNIT 1 _j �SaLLC 1 M , - PROPOSED PIPE COLUMN PROPOSED POST ` • __ P q^, f2 AND GROUND CONDUCTOR TO GROUND 5701 SOUTH SANTA FE DRIVE -- B J -- LITTLETON, CO 60120 PROPOSED GPS UNIT 'i. MOUNT OR APPROVED i PROPOSED PIPE CLAMPS PROPOSED DISH EQUIVALENT Wlrelm LLL L.L.C. POWER 0 � �i♦ PROTECTIVE _ �J CABINET RESERVED SPACE FIBER -- NIDI IF REQUIRED , it /AZIMUTH 1/2• COAX CABLE B' l MINIMUM BENDING RADIUS F.0 --— -- c— SPECIFICATIONS .'—a MANUFACTURERS �� ____-- I TO GROUND 90 E. HALSEY ROAD, SUITE 104 I PROPOSED PARSIPPANY, NJ 07054 �11 NO SCALE ! DISH WitrelLLCM TYPICA CA GPS UNIT GROUNDING NO SLE 2 1 ! ' SAFETY SWITCH. _ INSTALL IF ;. REQUIRED BY ;^ ,: 0F,a,�- LOCAL UTILITY,' COMPANY PROPOSED CO .�: ,.1 — �tr 4'— _._" •f —— •' • FIBER ENCLOSURE ri PROPOSED J2 AWG TIE INTO GROUND RING OYP) PROPOSED PLATFORM I - fA✓ �7 #2 TINNED SOLID IN 1/2- MIN. LIQUID m q■ u I ,jt4NFyJ3 .FIy�4;S3 TIGHT CONDUIT FROM 24" BELOW GRADE ' n e e BAR O Q O O O • LJ a.��}� TO WITHIN 3"TO 6'OF CAD—WELD AA TERMINATION POINT. EXPOSED END OF I `� rr is a wOlAtroal i7E a aI surr PERSON, THE LIQUID TIGHT CONDUIT MUST BE i BOND EQUIPMENT �� A I' I y \ UNLESS�EN� M�1�EM SEALED WITH SILICONE CAULK. (TYP) L GROUND BAR TO A I t TO ALTER THIS DOCUMENT- L ` GROUNDING i I I 1 CODE ', i L—J I PROPOSED GROUND RING DRAWN BY: CHECKED BY:APPROVED BY SYS+ rI 00 ) DO ',� JRF JWS JKM S�9VNEC170N REDS REV #: 3 BASE PROPOSED \ •''.=�`. `. \' �\�,+,tf�`�i� \`.-ff�.""'h��., GROUND RING 1 2 OROV CONSTRUCTION DOCUMENTS H-FRAME QEgUNDING DETAIL. NO SCALE OUTDOOR CABINET GROUNDING NO SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12' DIA x 24'DEEP 2 11-30-21 ISSUED FOR PUNT 2 TINNED SOLID IN 1 2 MIN. LIQUID INSPECTION SLEEVE PVC 3 D"4_22 CL9w oombe rNS / OR SOIL PIPE WITH CAP TIGHT CONDUIT FROM 24" BELOW GRADE �xwrls PIPE OR EQUIVALENT a 05-10-= C+ r ou TO WITHIN 3"TO 6. OF CAD-WELD S 06-01-22 CLIENT COMMENTSCOMMENTS1'-11• TERMINATION POINT. D(POSED END OF r THE LIOUID MIT CONDUIT MUST BE .rte 8 01/03/73 CLIENT COMMENTS K f FlNiSHED GRADE INCLUDE WARNING TAPE WITH WITH SILICONE MIL �' - BACKFILL PER SPECIFICATIONS 7 m/17/21 anrr cwo+Is GRWE a OW21/23 CUM LMIT COMMITS OSlr29/25 CLFNf WItaO(I5 A&E PROJECT NUMBER o A/ NYNYCO2239A 000� j,� "ti\{• IXOTHERMICCONNECTION Ww� t /�, f � '. DISH WIRELESS PROJECT INFORMATION y;.r•= � 3/4'CRUSHED STONE OR m �; I I EQUAL FILL TEST WELL TO Iro r % NYNYCO2239A WITHIN 2" OF TOP OF o� \;• ti `ti .� 61405 MAIN ROAD, ROUTE 25 GROUNDING LOOP CONDUCTOR . GROUND RING, /2 AWG zz SOLID BARE TINNED SOUTHOLD, NY 11971 CADWEL(TYP) I I GROUND RING --- 1, —_ 3 \/f COPPER CONDUCTOR /2 AWG SOLID TINNED SHEET TITLE TIE INTOGROUND IXLSTING Li I EEXTEROR CONDUCTOR GROUNDRING \` � ;- GROUNDING DETAILS L,—I GROUND ROD, 1/2' MIN. x 8'-0- LONG COPPER CLAD STEEL SHEET NUMBER (ERICO #625880) G-2 TRANSITIONING GROUND DETAIL NO SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION 'SLEEVE NO S. 5 1 TYPICAL GROUND RING TRENCH NO SCALE 6 DISH Wlrelem L.L.C.TEMPLATE VERSION 34 — 06/11/2021 1. EXOTHERMIC WELD (2)TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND w BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC NOTE MINIMUM OF 3 THREADS WELD, a S/S BOLT(TYP) w TO BE VISIBLE (TYP) 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8- DIAMETER OR LARGER. 12' MIN S/S SPLIT WASHER (iYP) d s h ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH S/S FIAT WASHER (TYP) AN ANTI-OXIDANT COMPOUND BEFORE MATING. N HYBRID CABLE 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 2 HOLE LONG BARREL 5701 SOUTH SANTA FE DRIVE 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR TINNED SOLID COPPER 4 DOWN TO GROUNDING BUS. -� LUG (TP)- � LITTLETON, CO 80120 5. NUT&WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON S/S FLAT WASHER (TYP) 71 THE BACK SIDE. WEATHERPROOFING KR TIN COATED SOLID (SEE NOTE 3) COPPER BUS BAR S/S NUT (TP) 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. �� CABLE GROUNDING KIT CHERRY INSULATOR 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS INSTALLED IF REQUIRED REQUIRED. #6 AWG STRANDED COPPER 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8-OF THE BARREL(NO SHINERS). CONDUCTOR WITH THWN-2 INSULATION GROUNDED TO GROUND �- BAR (SEE NOTES I & 2) _ AZIMUTH ENOINEERINE3 P.C. 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 TYPICAL GROUNDING NOTES NO SCALE � CONNECTION H CAKE G D T NO SCALE 2 LUG DETAIL NO SCALE 3 TO HYBRID TRUNK OF IN-f. MONOPOLE EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO fL TOOTHED BARREL, REOUIRED FOR SHRINK BUTT UP AGAINST TILE T'OOTHD EXTERIOR TWO-HDLE SHRINK UV BUTT UP AGAINST THE ALL WTEHiOR TWO-HOLE CONNECTOR BARREL CONNECTORS RATED CONNECTOR BARREL CONNECTORS 'f. -� 3/8' DIA xt 1/2' 3/8' DIA x1 1/2' 1"� ir /6 STRANDED CU WIRE WITH v - PROPOSED UPPER GROUND 1;7 GREEN. 600V.THWN BAR LOCATED AT MCL S/S NUT S/S NUT INSULATION (OR AS PROVIDED b i ! i i I ai (BONDED TO TOWER STEEL) wtT11 GROUND KIT) (TYF) 1 S/S LOCK S/S LOCK WASHER WASHER "w-- PROPOSED HYBRID TO S/S FLAT `� «�^».�. W//�7 ENGIU �.c n. $ ANTENNA(TYP) WASHER 11J TINNED COPPER TR1NE0 COPPER GRG11N511tG BAR --- GROUNONC BAR R IS A NOLATION OF LAW FOR ANY PERSON, S/S FIAT ----- $/$ FLAT --- -----^ UNLESS THEY ARE ACTING UNDER THE DIRECTION WASHER WASHER OF A DCE SED TO ALTER THISSDOCUMSIONAL EEnNGINEER, EXISTING MONOPOLE --- -- d I S/S BOLT -y S/S BOLT DRAWN BY: CHECKED ETY: PROVED BY I (1 OF 2) (1 OF 2) JRF JWS JKM 1/16- MINIMUM SPACING 1/16- MINIMUM SPACING RFDS REV #: 3 /6 AWG 2 HOLE L4EV_ CONSTRUCTION HYBRID (TYP FOR) DOCUMENTS �YHTOOr? KEEQUIPMENT BRIDGE TYPICAL INTERIOR. TW0 HOLD LUG NO SCALE TYPICAL EXTERIOR TWO HOLE .LUG NO SCALE 5 6 SUBMITTALS REV DATE DESCRIPTION EXISTING GROUND WIRE 2 11 1D-21 MW FUR PflOrt S "-01-22 LtArt 001AC S X11 EXISTING TOWER PIER/ 4 05-10-22 CLENT COMMENTS -!: FOOTING 5 0E-01-22 CLIENT COIEEIIIS GTTADE 0 01/03/23 CIENT COYIENIS 7 Wt7/= CLEM COEEEMS �1�,PECTLON 6 06/15173 CLEM CO►EEMS WELL 9 oe/2+/23 amuwin EXISTING A&E PROJECT NUMBER nUND RING NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A I � 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 NOTES: SHEET TITLE 1. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TID TOWERS.ALL MECHANICAL GROUNDING DETAILS CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. 2. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED SHEET NUMBER EDITION OF ANSI/TIA 222 AND NFPA 780. G-3 TYPICAL_ANTENNA CABLE GROUNDING NO SCALE 4 NOT USED NO SCALE $ NOT USED NO SCALE Q DISH Wlrelm L.L.C.TEMPLATE VERSION 34 - 06/11/2021 LOW BANDS (N71+N26) AWS OPTIONAL- (N29) (N66+N70+H-BLOCK) HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4- SPACING -- ��:.�;:;r Pf1RPLE AEf91A.RRH BETA ARF7 GAMMAA RRH d.* sh LOW-BAND RRH RpRi i FOkY 2 POR. 3 PORI' 4 PGNi I PORI 2 POTS 3 PORT PDR7 1 PORI 2 PORT 3 PORT 4 �-,LLC (600 MHz N71 BASEBAND) + + 5'1T - S?PM + SU3N: - SLAT'[ + SLA;1T - STAN[ +SS.kYT •- SLANT + SLANT -SINTf + SLANT - SLANT (850 MHz N26 BAND) + (700 MHz N29 BAND) - OPTIONAL PER MARKET _ RBA 8137 RED RED 8117E BLUE BLUE 1vLGE- GrR�71 CREEFM GT�H GdtEEH CBRS TECH NEGATIVE SLANT PORE 5701 SOUTH SANTA FE DRIVE ADD FREQUENCY COLOR TO SECTOR BAND (3 GHz) ON ANT/RRH LITTLETON, CO 80120 (CBRS WILL USE YELLOW BAND) _ OVAWX GRNiGE RED RFA ORAJIGE GRANGE ;BLUE BLIfE OdLU10E ORANGE GREEN GREEN YELLOW WHITE ORANGE ORANGE ORWCE ORANGE 'ORANGE ORANGE PC.4 P. P A ALPHA SECTOR BETA SECTOR GAMMA SECTOR MID-BAND RRH „ - RED- BLUE JME &LUE i H;,REEN GREEN GRETN ipbmt . .. -�" GREEN AZIMUTH (AWS BANDS N66+N70) ENOINEERINO P.[. ADD FREQUENCYCOLOR TO SECTOR BAND(CBRS WILL USE YELLOW BANDS) £' R£A TSDTh7RPLE BLUE F?TIRPME PURPLE GREEN- 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 _ PURPIf COLOR IDENTIFIERP Gd +t,�,. .'. EX,L4Pcr'. EXAMPLE 2 EXAMPLE 3 CANISTER C• �- HYBRID/DISCREET CABLES K COI COAX/2 INCLUDE SECTOR BANDS BEING SUPPORTED (SHA) (SHA) ALONG WITH FREQUENCY BANDS 0 EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS RED t1F0 REB T� ALL SECTORS, BOTH LOW-BANDS AND MID-BANDS. BLUE tLIJ EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS GREEN GREErH RFD •i CBRS ONLY. ALL SECTORS.. EXAMPLE 3 - MAIN COAX WITH GROUNDO:X3GE YELLOWfIR MOUNTED RRHs PURPLE M {N € eE °r l<1 R IS A A'101ATI Ok UNLESS THEY A11Y ACTC+M. nqE UeRECTIpt+ FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH OF A€USED PROFESSb7ak EIM,mEEIL TO ALTAR THIS DOCUMENT. LOW—BAND HHR FIBER CABLES HAVE SECTOR STRIPE ONLY Z BLUE;J GREEIe CRF:EN DRAWN BY: CHECKED $Y:tiPPROI BY OR.4VGE PURPLE JRF I JWS I JKM RFDS REV #: 3 POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH - LOW-BAND RRH POWER CABLES HAVE SECTOR CONSTRUCTION STRIPE ONLY 81UE C11E£N GREEN DOCUMENTS ORANGE ORANGE PIIRPIE: T)RU1GE PHIRPLE NOT USED 3 SUBMITTALS REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 2 11-3D-21 ISSUED FOR PERMIT MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND 3 4A-OFx2 CUlENr CMMI RET CONTROL IS HANDLED By W 4 06-SO-23 GRID'OOI�gRS THE MID-BAND IN IN IN IN IN RRH WHEN ONE SET OF RET PORTS EXIST ON ANTENNA, S 06.01-22 CUI COMMENTS SEPARATE RET CABLES ARE USED WHEN _ BLUE BLUE fiYtEF?T GREEN 5 01/N/2S CHER COM ENIS ANTENNA PORTS PROVIDE INPUTS FOR BOTH 7 06/17/S3 CLIENT COMMENTS LOW AND MID BANDS.. 6 06/MM/73 CLEM COMMITS ORATIGE 0.417l1IE OW17M.E M p6/Z1/7] CLIENT COIMEDS A&E PROJECT NUMBER MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES NYNYCO2239A PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY DISH WIRELESS PROJECT INFORMATION LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WTH THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. NIE @HrrE WH; WHA NYNYCO2239A ADD ADDITIONAL SECTOR COLOR BANDS FOREACH DDITIOOAL MW RAoIO. 13L17E Blue GREE11 cRET71 61405 MAIN ROAD, ROUTE 25 MICROWAVE CABLES WILL REQUIRE P-TOUCH tY7iEE H'HTF w,,ITE WHITE WHITE SOUTHOLD, NY 11971 LABELS INSIDE THE CABINET TO IDENTIFY THE BLUE GREEN LOCAL AND REMOTE SITE ID's. WHITE WHITE WHITE SHEET TITLE RF CABLE COLOR CODE SHEET NUMBER G-3 RF CABLE COLOR CODES NOT USED 4 DISH Wimlen LLC.TEMPLATE VERSION 34- 06/11/2021 EXOTHERMIC CONNECTION ■ AB ANCHOR BOLT IN INCHABV ABOVE INT INTERIOR MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR A ADDL ADDITIONAL LF LINEAR FEET CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM A T AGL ABOVE GROUND LEVEL MAX MAXIMUM d s h EXOTHERMIC WITH INSPECTION SLEEVE 0 AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT WkekSS-LLC GROUNDING BAR ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD IIF+ ANT ANTENNAMGB MASTER GROUND BAR 5701 SOUTH SANTA FE DRIVE LJTTLEfON, CO 80120 TEST GROUND ROD WITH INSPECTION SLEEVE IIT APPROX APPROXIMATE MIN MINIMUM l ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH y; ATS AUTOMATIC TRANSFER SWITCH MTL METAL AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH OF-%% $ DUPLEX RECEPTACLE (j j` BATT BATTY MW MICROWAVE + BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER r---� FLUORESCENT LIGHTING FIXTURE (2)TWO LAMPS 48-T8 F I BM BEAM IIINUMBER AZIMUTH t_---J BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE SMOKE DETECTION (DC) SO BOF BOTTOM OF FOOTING OC ON-CENTER E N L31 N E E R I N O P.G. CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY LIGHTING (DC) CANT CANTILEVERED OPNG OPENING 90 E. HAL EY ROAD, SUITE 54 104 CHID CHARGING P/C PRECAST CONCRETE SECURITY LIGHT W/PHOTOCELL LITHONIA AIXW Q CLG CEILING PCS PERSONAL COMMUNICATION SERVICES LID-1-25A400/51K-SR4-120-PE-DDBTXD CUR CLEAR PCU PRIMARY CONTROL UNIT CHAIN LINK FENCE x x x COL COLUMN x PRC PRIMARY RADIO CABINET �� K E V 1't[' AI� � COMM COMMON pp POLARIZING PRESERVING f 1 WOOD/WROUGHTIRON FENCE CONIC CONCRETE ` WALL STRUCTURE CONSTR CONSTRUCTION PSI POUNDS PER SQUARE NPSF POUNDS PER SQUARE CH � n LEASE AREA — .� —— .--.-— ——— L DOUBLEECT CURRENT PT PRESSURE TREATED * �(0 DID PROPERTY LINE(PL) DEPT DEPARTMENT Q POWER CABINET Y SETBACKS OF DOUGLAS FIR RAD RADIUS ICE BRIDGE �T _7 DIA DIAMETER RECT RECTIFIER DIAG DIAGONAL REF REFERENCE CABLE TRAY DIM DIMENSION RE7NF REINFORCEMENT DWG DRAWING [G xED DWL DOWEL PitK =�l� WATER LINE W W W W W REQ'D REQUIRED S4 UNDERGROUND POWER —UGP—UGP—UGP—UGP—UGP— EA EACH RET REMOTE ELECTRIC TILT j UNDERGROUND TELCO —UGT—UGT—UGT—UGT—UGT EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY RMC RIGID METALLIC CONDUIT rr is a N UNLESS THEYEY AREARE ACTING UNDER ME DO=TON OVERHEAD POWER OHP Ow OHP—OHP— EL ELEVATION OF A ucETasEO PROIS DOCUU EN.^•wEE1L ELEC ELECTRICAL RRH REMOTE RADIO HEAD To ALTER THIS oO:.uu€Irt.. OVERHEAD TELCO —OFR OHr OIfr ONr— RRU REMOTE RADIO UNIT EMT ELECTRICAL METALLIC TUBING UNDERGROUND TELCO/POWER —UGT/P —UGT/P —UGT/P —UGT/P — ENG ENGINEER RWY RACEWAY DRAWN BY: CHECKED BY]APPROVED By! EQ EQUAL SCT SCHEDULE ABOVE GROUND POWER —AGP —AGP —AGP —AGP —AGP — S JWS JKM SHEET EXPANSION SHi ABOVE GROUND TELCO —AGT —AGT —AGT —AGT —AGT — EXT EXTERIOR SAD SMART INTEGRATED ACCESS DEVICE REDS REV #: 3 ABOVE GROUND TELCO/POWER —AGT/P —AGT/P —AGT/P —AGT/P — EW EACH WAY SIM SIMILAR FAB FABRICATION SPEC SPECIFICATION CONSTRUCTION WORKPOINT W.P. FF FINISH FLOOR so SQUARE DOCUMENTS FG FINISH GRADE SS STAINLESS STEEL SECTION REFERENCE FIF FACILITY INTERFACE FRAME SID STANDARD SUBMITTALS FIN FINISH(ED) STL STEEL TEMP TEMPORARYREQ/ DATE DESCRIPTION FLR FLOOR 2 P0.5/17/23 ISSUED FOR PE1Nr X1L FDN FOUNDATION THK THICKNESS CLF21r C01�E11I5 DETAIL REFERENCE X_X TMA TOWER MOUNTED AMPLIFIER FOC FACE OF CONCRETE a CUENr OOwlEms FOM FACE OF MASONRY TN TOE NAIL S CLIENT OOWENTS FOS FACE OF STUD TOA TOP OF ANTENNA a CLIEHr ooroOs FOW FACE OF WALL TOC TOP OF CURB T QMC coronsFS FINISH SURFACE TOP TOP OF FOUNDATION a CLEXE ODNMD(rs FT FOOT TOP TOP OF PLATE(PARAPET) y 06/21/x3 WENT CO1 MIT& FTG FOOTING TOS TOP OF STEEL A&E PROJECT NUMBER GA GAUGE TOW TOP OF WALL GED GENERATOR TVSS TRANS=PIT VOLTAGE SURGE S�aPRESSIO NYNYCO2239A GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL DISH WIRELESS PROJECT INFORMATION GLB GLUE LAMINATED BEAM UG UNDERGROUND NYNYCO2239A GLv GALVANIZED UL UNDERWRITERS LABORATORY 61405 MAIN ROAD, ROUTE 25 GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM SOUTHOLD, NY 11971 GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD HDR HEADER W WIDE SHEET TITLE HGR HANGER W/ WITH LEGEND AND HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING WT WEIGHT GN-1 LEGEND ABBREVIATIONS DISH WIrelm L.L.C.TEMPLATE VERSION 34- 06/11/2021 SITE ACTIVITY REQUIREMENTS: BE PLACED IN ANY FILL OR EMBANKMENT. 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED GENERAL NOTES: d.* sh(NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: LLC L. AND TOWER OWNER NOC & THE DISH Wireless LLC L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. "LOOK UP' - DISH Wireless LLC L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES CARRIER:DISH Wireless LLC LLC. wkekw-LLC OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL TOWER OWNER-TOWER OWNER NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON 2, THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 5701 SOUTH SANTA FE DRIVE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE LITTLETON. CO 80120 ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless LLC L.L.C. AND DISH Wireless LLC L.L.C. AND TOWER CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND JURISDICTIONAL REQUIREMENTS. PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL AZIMUTH PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF OBSERVATION OF THE FINISHED STRUCTURE ONLY. THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; 4, NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. ENGINEERIn1D P.C. AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless LLC L.L.C. AND TOWER OWNER STANDARDS, THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE 90 E. HALSEY ROAD, SUITE 104 INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING PARSIPPANY, NJ o7o5a GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). RECORD. 5. ALL SITE WORK TO COMPLY WITH DISH Wireless LLC L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST ACTIVITIES ON DISH Wireless LLC L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO E o FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE 5 �Et�Y K AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless LLC L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS SUCH CHANGE OF INSTALLATION. POSSIBLE. p 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE r AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY C7 REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 7, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS 1._. ORDINANCES AND APPLICABLE REGULATIONS. AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, �E �\ REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS er � qNs� UNLESS SPECIFICALLY STATED OTHERWISE. OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START N s A • 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR UNLESS TH r ARE ACTaa UM+ 11 m[o:RECnON OF CONSTRUCTION. OF A UCfSCa PROFESSI L E++G+EER. NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. TO ALTER THIS 00CUMENt, 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE 9 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY UNLESS SPECIFICALLY STATED OTHERWISE. DRAWN BY: CHECKED BY: PROVED By CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE JRF JWS JKM FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE RFDS REV #: 3 PROCEDURES. OF INSTALLATION. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONSTRUCTION LATEST APPROVED REVISION. CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DRAWINGS. THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY SUBMITTALS DISPOSED OF LEGALLY. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless LLC L.L.C. AND TOWER REV DATE DESCRIPTION 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE OWNER 2 11-70-21 ISSUM FOR PEMW WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS a 0&.04-n 0"n,rexls THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless LLC LLC. AND TOWER OWNER, AND/OR LOCAL REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 4 05-10-22 Cuwr corns UTILITIES. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY IS oe-01-22 aENr commem 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE BASIS. a 01/03M Cla1r Ommmis REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. i 1 05/17/0 1 Cart croons n m/1n/z1 I Cart omm"m 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. a ae/21/27 I cert commms 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE A&E PROJECT NUMBER APPLICATION. NYNYCO2239A 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DISH WIRELESS PROJECT INFORMATION DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. MAIN ROAD, R 61405 MAIN ROAD, ROUTE 25 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF SOUTHOLD, NY 11971 REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. SHEET TITLE 20, CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS GENERAL NOTES REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. SHEET NUMBER 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. GN-2 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT DISH Wlrelm L.L.C.TEMPLATE VERSION 34 - 08/11/2021 QQNCRETE. FOUNDATIONS, AND REINFORCING STEEL: MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 EXTERIOR LOCATIONS. w psf. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR w 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR d.*.sh MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. BETTER) FOR EXTERIOR LOCATIONS. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90•f AT TIME OF PLACEMENT. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED vwkekw.LLC 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless LLC L.L.C. 5701 SOUTH SANTA FE DRIVE MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. LITTLETON, CO 80120 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless LLC LLC.". #4 BARS AND SMALLER 40 ksi 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 2- AZIMUTH #5 BARS AND SMALLER 1-1/2" ENGINEERING P.C. • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLAB AND WALLS 3/4" 90 E. HALSEY ROAD, SUITE 104 BEAMS AND COLUMNS 1-1/2" PARSIPPANY, NJ 07054 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. ELECTRICAL INSTALLATION NOTES: C OFt� 7 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. * fi 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. r 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE c c RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE °re � ��` SEH4�&16 5 GOVERNING JURISDICTION. 1 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE . LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2- PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR u 0i essA> n¢a w EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. or A UCE%SM PROFZS5*N k EI(CW R. TO ALTER Tws DolumE.1rt, 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT DRAWN BY: CHECKED BY:APPROVED BY ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. JRF Jws JKM 8. TIE WRAPS ARE NOT ALLOWED. REDS REV #: 3 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONSTRUCTION 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH DOCUMENTS TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. SUBMITTALS 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH REV DATE DESCRIPTION TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 2 11-30-21 MM FIX PDtl11r 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND a 04-04-22 CLM caleorts BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). ♦ 05-10-22 CUMT COISIM 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND a 00-01-22 0"cavorts NEC. a o1/as/2a an+r cavorts 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR 7 0a07/0 MEW ooleorts EXPOSED INDOOR LOCATIONS. e 05/1e/23 cO+r ca►aorts 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. a GW21/M aolr OMMOM 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE A&E PROJECT NUMBER GRADE PVC CONDUIT. NYNYCO2239A 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TTTE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. DISH WIRELESS PROJECT INFORMATION 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET NYNYCO2239A SCREW FITTINGS ARE NOT ACCEPTABLE. 61405 MAIN ROAD, ROUTE 25 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE SOUTHOLD, NY 11971 NEC. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). SHEET TITLE 23. CONDUIT'S SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE GENERAL NOTES DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE SHEET NUMBER MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT GN-3 FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED DISH Wlrelaea L.L.C.TEMPLATE VERSION 34- 06/11/2021 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR fMM► GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. d..* sh 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. _LLC 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. spot SOUTH SANTA FE DRIVE 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS LITTLEfON, CO 80120 WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY AZIMUTH SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. EnIGINEERINE3 ac. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND 1 CONNECTIONS. �i.1 U I rNl 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL C) ; 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND 0 CONDUCTOR. =x 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED C-) THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR + SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHAD_ BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALUC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" H ! `rdKsscnsrt ,. NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD-WELD TERMINATION POINT. THE EXPOSED END �yeela F rp€te-,1 4.i OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE IT IS A VIOLATION OF LAW FOR ANY PERSON, THEY AREUNDER THE DIRECTI TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING UNLESS OFA CENSEDACnNG PROFESSIONAL ENGINEER.ON SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO TO ALTER THIS DOCUMENT. THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE DRAWN BY: CHECKED 8r,APPROVEO BY; (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. JRF I JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 2 11-30-21 WIRD FOR POW 3 01-04-22 OVIT COMMOM 4 06-IC-= LUDW=111110M S S 01-01-72 ctm G mfifi 5 M 01/03/23 CIENf COIMEENTS 7 05/17/S3 CIENF OOIME711S M 06/YM/F3 ClElf C011E7O5 M 00/21/73 CIENF Ommm A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 DISH Wireless L.L.C.TEIAPLATE VERSION 34— 06/11/2021 PROJECT TEAM ,„ N GENERAL NOTES ate. 66 CLIENT REPRESENTATIVETHE FACIUTY IS UNMANNED AND NOT FOR HUMAN HABITATION A TECHNICIAN WILL A51T THE SITE AS REQUIRED FOR ROUTINE N MAINTENANCE THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE NO SANITARY N COMPANY: ELITE TOWERS LP SEWER SERVICE POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED ADDRESS I S DURKEE LANE CITY,STATE ZIP: E PATCHOGUE NY 11772 CONTACT: TANYA NEGRON PHONE (516)418-8730 APPLICABLE BUILDING CODES&STANDARDS ��! E-MAIL TANY.ANEGRON@ELITE-TOWERS COM ELITE ryl1 yy s T RS �'y f r 7 l T La i.J ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE EN O I N E E RING P.C. SITEACQUISITION li ■4J■ ►rIE,T/ rJ4�d 1�- FOLLOWING COD E5ASADOPTED BYTHE LOCAL GOVERNING AUTHORITIES NOTHING IN THESE PLANS IS TO BE CONSTRUED TO COMPANY: ELITE TOWERS LPPERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES A ADDRESS I S DURKEE LANE 1reless.Communications Infrastructure Experts ,7 CITY,STATE ZIP. E PATCHOGUE.NY 11772 I. 2020 BUILDING CODE OF NEW YORK STATE(IBC 2018 WITH AMENDMENTS) CONTACT: TANYA NEGRON NATIONAL ELECTRICAL CODE NFPA 70-17 E PHONE: (516)910-0730 2 ELtrr:�T�.F�Rs E-MML TANYA NEGRON@ELITE-TOWERS COM 3 2020 FIRE CODE OF NEW YORK STATE(IFC 2018 WITH AMENDMENTS) ENGINEER ELITE SITE ID: ALBERTSON MARINE 4 AMERICNG NFPA 2017 R�3 COMPANY: A71MUTHHAL EY ROAD,SUI P,C, 5 AMERICAN CONCRETE INSTITUTE 318-14 F In ADDRESS: 90 E.HAISEY ROAD,SUITE 109 y CITY.STATE ZIP. PARSIPPANY.NJ 07054 6 AMERICAN INSTITUTE OF STEEL CONSTRUCTION ISTH EDITION CONTACT: JEREMY MCKEON cr�•yL .�1 Ern PHONE. 973-970-0068 7 BAMA-222 REVISION H SV�I l7L LD E-MAIL JMCKEON@AZIMUTHEG COM 8 TIA 607 FOR GROUNDING }y APPLICANT/LESSEE VER.IZON WIRELESS ESC 10 EEE 2LA FOR EDITION ALAND ELECTRONICS ENGINEERS eI COMPANY: ELITE TOWERS LP L ,V\ 10 IEEE C2 LATEST EDITION ADDRESS: I S DURKEE LONE CITY,STATE ZIP E PATCHOGUE NY 11772 I I TELCORDIA G0.-1275 12 ANA TI 311 O C -APPLICANT SITE NAME: SOUTHOLD 4 p�,•� } y� i�-r•i �y�•rti±��y i�i� COMPANY: NEW YORK SMSA LIMITED PARTNERSHIP PROJECT DESCRI 1 ON/SCOPE OF WORK dib/a VERIZON WIRELESS vwtww ADDRESS: 4 CENTEROCK ROAD iHS 13lOJECT WILL BE COIyP1SEF M CITY,STATE ZIP: WEST NYACK,NY 10994 CO-APPLICANT ELITE 7OV4V&4 CU -- COMPANY: SOUTHOLD FIRE DISTRICT 193STTALLATHON 05 1YE W EoS."NT C01VOUI40.d'-0-HIGH PIWJ I1W;f{F1CP I SO RRmTEC�T`Yt1U ADDRESS: S1111 MAIN ROAD SOUTHOLD FIRE DISTRICTCONCV314NT TOWER,ttESACA$fIJE7_€L€CTWC I'$T€P.pnir:WC-MC T0.V{Sf+]AI�A I CITY,STATE ZIP 5N °TER NY 10999 NCPM IOLVADi V44JOSPING 1 CASHRUBEER9 • NE%V 7V.0 13'-0-EWP-eNj COPVOUI1 WTH 6,r EM41,j L"1 PUKE+1 •CiA .1 • I+Ex'15V CO4X 1MSENT Tpx'p4.1 FOR STATE SPECIFIC DIRECT PHONE NUMBERS I+%EiA cAut-T•1 MSIR YMW.CALLBTI.COM SHEET INDEX - ELECTRICF*TERBU •I — - - • ELECTRIC TWr.rOP rA.1 41e • VEa L CONCRE7E SOLLwta5.4 AS SHOWN WAS JKM SHEET NUMBER DESCRIPTION NEW TAM WmuuaE,,LANOSC•RNG.T6D --- 9 0611503 PER COMMENTS: Z-01 TITLE SHEET SOUTHOLONT RAE�ARTmimy 8 05/18(23 I`II OPER COMMENTS JRF JWS CM -77 Z-02 ATE PLAN&NOTES 61405 MAIN ROAD 1 05/05/23 %1�PER COMMENTS IJRF JWS IFE+V'FIRE UISTiNCT Eo1NRFMT CABINET.1 • P+E'n'sIRE DISTPoCT"EABRICATEO 2tA111ETit h/.TTORH+I Z-03 BULK TABLE • NEW FIRE @STRICT CONCAETE itE75•• 6 04/13123 ILfIt 0 PER COMMENTS IRF JWS Z-04 ZONING INFORMATION 5 01/03/23�1i5 COMMENTS CM WS SOUTHOLD, NY 11971 Ny"I J7i NA-I Eg1V'ip4E D1ETTOCT ITP.1 1 J Z-05 200'RADIUS PLAN q ;rq2 C%"COMMENTS VVPK JWS >:EPI;Ou x1REtESS Z-06 VICINITY PLAN 3 :I:,] COMMENTS WPK JWS LD> 508'PROPERTY OWNERS UST _ SUFFOLK COUNTY IN•7ALLATEDNIIIINET 1'`2'-17L�CCAVNETE FELCOCAV Xt10-TS T EL 101-Tt1PyE.17T PLALl-TTL3Rf5 2 „_.:::tNv;COMMENTS JCM IWS E.7V1PT•Et3T[.T.IW9ET,HATTERT C+LEINEY.TELCO C'ABRSft`T PPC C+dilT7,w•OP3:TIGHTS Z-08 COMPOUND PLAN ENSCOtV4ECT S+AYCM CASU PXCF i1xNEL AN7VA4,Z PJIW.A OPUX94 0410521 M IWS Z-09 EQUIPMENT PLAN - - ]NEW2-•0'fs CCMKdEiE REKS•L REV 5 �I' Z-10 ANTENNA PLANS&ANTENNA SCHEDULE NSY 3(W..IG-0•STEEL.E0kAftViIT kATFOR9,• Z•11 ELEVATION SITE TYPE• thW l5ATEOUv T 8b&ETCANi T•l y f� Z-12 CONSTRUCTIONDETAILS-I ♦ €*%v TFLCO 1'CRjINE7•l � EL ♦ JT� "'� NESP TELCO CAIIP&'T+'1 1.. 2-13 CONSTRUCTION DETAILS-2 'g,wwow FPC CABom. Z-14 EQUIPMENT DETAILS-I 150 0 CONCEALMENT POLE NEW 9EW��D�37N.� * �� FO 1 it N ° ZIiE-1TCH•1 y 2-I3 EQUIPMENT DETPILS-2 NPV'PN4EJ.ANYEt RiAf•%PENAL-70T.y7OT+y Z-16 FIRE DISTRICT EQUIPMENT-I 14 x DIPUDa S HECTOR,f TOTAL - Z-16 pRFiERS•I PER SECTOR I TOTAL iAT EQUPMEI3TI Z-17 FIRE DISTRICT EQUIPMENT-2 T NEw TPIPLEKFRS•1111,LECTOR B TOTAL,IAT EOL41P"ENTJ [7 2-I B 20071NSURANCE FLOOD INSURANCE MAP AERIAL MAP VICINITY 1CIN TTY MAPV T�'hERf`1 JIfR SECTOR 7 TOTFL y,iT AIJYENIJi$ N E CS AREA OF WORK s IS. Wctm SITE INFORMATION AREA OF WORK J OEssT"`Rtx umNsce MAOTIeY+ PKOPERTYrrOWER OWNER-J — ply RAiEp n4� T NAME BUDD'SPOND MARINA INC B SITE INFORMATION: ADDRESS: 61406 MAIN ROAD f SITE NO:ALBERTSON MARINE CITY.STATE ZIP SOUTHOLD NY 11971 / DISTRICT 1000 it 61405 MAIN ROAD SECTION 5600 SOUTHOLD,NY 11971 SUBJECT BLOCK/LOT: 3115 Albertson Marine,Inc SUFFOLK COUNTY CONTIGUOUS Boot dcolcr LANDLORD-OWNED LOTS: 13.9,1,22 v LATITUDE 41076D24 SITE TYRE: _ � 1 LONGITUDE -72406034 .� 150'-0”CONCEALMENT POLE LATILONG TYPE: NAD 63 ' __ COPYRIGM O]OST.AZINMl1 EI:GD:EEPDiG P C,LIG All FEMA MAP BASE FLOOD ELEVATION= V AMSL qo Tws auvmD um Au NPu�rol�n Dc .ED xomx Is FAAIA GROUND ELEVATION= Y AMSL wfa>ID faR Ilg WLY BY I. 'IS Fmt m-s As mnRAmm lv ro m eE cor4n.Rmsm.rnnasEn. ua-Iitn NREum uvw Pm,wr oTNPR PURvosE > EQUIPMENT ELEVATION= 3'ABOVE GRADE gM(MIT llE D07ff5 NMTiB1 ORlSa1T OF AIDMH DIOMFDAlD P.C.LLC 0 AREA OF CONSTRUCTION PROPOSED CONCEALMENT POLE&EQUIPMENT COMPOUND [EET PTIE: Z ZONING/JURISDICTION TOWN OF SOUTHOLD ZONING DISTRICT: M-II-MARINEII TITLE SHEET vZOi CURRENT USE/PROPOSED USE: UNMANNED TELECOMMUNICATION FACIUTY ¢ HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN T lIIi1�R m HABITATON HANDICAPPED ACCESS NOT REQUIRED _ 01 Z-01 k n F NOTES*' o 1. LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS PENDING / STRUCTURAL ANALYSIS. o �11 / 2. MOUNT ALL ANTENNAS. COAX, SURGE ARRESTORS, RRH'S, ETC. IN ACCORDANCE 9 W I WITH STRUCTURAL ANALYSIS. s 3. TRUE NORTH BIASED ON GOOGLE MAPS. I U T ° PROPOSED 70'-0"x 35'-0"EQUIPMENT 4. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. ENGIN EERINo P.C. !��`� _�`�� U COMPOUND(SEE SHEET Z-08) FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND _ oaf• 9d,�: ENGINEERING.SURVEYING, SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE /49664 do C r � ' z-z �" q LANDSCAPE ARCHITECTURE AND DATED 10/24/18. ELITC r`xi-LRS LP y y, GEOLOGY,PC,ON MARCH 22,2023 1 p _t r '�` +77 7 y `' �� 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH LmuTY COMPANIES. - _ _ -� ' _ O -� -__ 7. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR F IR ` PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY , Fss45 59's) + 5 `- _ ■ ' ~ � SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. 56112 -~ �3 � �fa611ft � _ ��o_ IS-Z-Z _�_- ^� SOUTHOLD I s4•o a may` �'`y ,a �+' �5 :^- - 8. THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR 61 TO NEAREST BUILDING N ADJACENT PROPERTY �"'- -� �~ ~ �,- o`�'--� ` -� MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE ' FACILITY FOR BOTH FIRE AND INTRUSION. p� as Bo o„:t / - 4 Y p�- ��s ;, '~ y WS 9. ALL MATER , WORKMANSHIP AND CONSTRUCTION FOR THE SITE ro teNQ COMPOUND Q9 �! IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH. In 113'.p•; '. . \ �. �y 4�--a.. 4.7 I �,�g A. CURRENT PREVAILING MUNICIPAL AND/OR STATE SPECIFICATIONS. STANDARDS N TO COiY,�IyENT POLE f <•< 4.3* •I "��„�- �� AND REQUIREMENTS. vef sm ~~~+++~~ N 4.5 I 3.5 T~-~----�� B. CURRENT PREVAIUNG UTILTIY COMPANY AUTHORITY SPECIFICATIONS, ~~~ Z I `w STANDARDS AND REQUIREMENTS. ~+ goo _ o) ® V Mo�V L_ PRVTEn Relesrar �1•g~ m `10. CONTRACTOR SHALL CONTACT 'NEW YORK UNDERGROUND PLANT LOCATION � 6 00 LIMITS OF NYSDEC FRESHWATER SERVICE AT 1-800-962-7962, AND LOCATE ALL EXISTING UTILITIES WITHIN y E WETLAND 100 FOOT ADJACENT THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. Cally a � � z ++90 I AREA AND TOWN OF SOUTHOLD p U r I FOR STATE SPECIFIC DIRECT PHONE NUMBERS En m z 4fi y ~ OA, WETLAND JURISDICTIONAL AREA 11. CONTRACTOR SHALL COORDINATE AND COMPLY WITH EXISTING UTILITY NSIT:N-C-11.CW lP ]� I .\ COMPANIES REQUIREMENTS. 77 SQA`,_^^r \ AS SHOWN lam WAS JKM �_ RS 12. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. - - O 9 06/1523 VE SED PERCOMMENTS IRF JWS m4T p-. 1 3.9 i IkO 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO a osn 1223.ncEon.Cn.m ICM Jws Q 4.7 T (ENC£CdMaoU,yD 1q� ` PRE-CONSTRUCTION CONDITIONS. 0510523 E SED PER COMMENTS JRF JWS 1 6 04/13/23 FVB O M CO,tlN NT1 RF WS 86"-0'±3 0 To CONIC ♦ 14. THERE ARE NO WATER MAINS. SANITARY SEWERS, DRY WELLS, GROUND WATER U Z W � $ Q I 0 t1Y you -\-^ RECHARGE BNSINS, OR DETENTION BOSUNS PROPOSED FOR THE PROPERTY. 01/0323 HENT COMMENTS TCM fW5 GRAVEL IU 4 12114122 -INT COMMENTS WPK JWS HIGH 1 STORY I t'`f m� 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNELRATION OR PUBLIC ROAD J 06101/22 CUENT COMMENTS WPK Iws z w METAL BUILDING z ! 1 IMPROVEMENTS ARE PROPOSED. TF4.56 I f- p rn 05/10/22 _DENT COMM ENTSICM JwS 3 127 b Q J61405 p o Z 1 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. r N10Sr2lI CUENTCOMMENTS Jcm Jws I 4.4 r U x 0 4.3 ' REW DATE DESCRIPTIONSy 43 o Q 41 n 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. U LIMITS OF NYSDEC FRESHWATER N U 'o w o z 18. THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL CONSTRUCTION LEVEL WETLAND 100 FOOT ADJACENT REA AND TOWN OF SOUTHOLD O I + a L DDRRAWING .GSSWILL BE DDEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE WETLAND JURISDICTIONAL AREA f 4.0 19 �.�4i'� 19. SITE PLAN BIASED ON SITE SURVEY BY AMERICAN ENGINEERING do LAND 4 0 � ► ~r r r ++++ y J J SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE 149664 dt `~+- I w DATED 10/24/18. r� 12.12 o M 15 LI4 cre• r IT4-3 0£4•$12 ~ ~` f N w r N I �--x f4:T.R„„�rsari• „t ,- ;,�,rr Lr) uloce C14 C'4 44 >a" 4p) M 4 _-_\ 421 �� jr Y r) h �. - I,r Z Y� - c/) �� 1 a xf+ JJ y y L 13Fr� +4[D 3.76 TF3.71 � '� 1 ♦ - i- SITE IN N: a -, EA 35➢ �__� 5i SITE NO:ALBERTSON MARINE S47-26' 77;4V_ - 200.00' ♦ 1 1� _ \ 1 61405 MAIN ROAD 4 (&5931'00'61) 4.26 OYL 4.10`-- � 396 3.98 0)t _ -k03 COORDINATE SYSTEM:NAD83 SOUTHOLD,NY 11971 1 1 (2001)NY SP FEET LONG ISLAND \ \ SUFFOLK COUNTY MAIN ROAD (N.Y.S. RTE. 25) 1 \ SITE TYPE: 1 \♦ 150'-0"CONCEALMENT POLE 1 W3 � 7 1 ♦♦ 1 ♦ COI'YRIOHI'C nen.,a�Fam,no�ccNTu,.,m NETmN a RIGHTS R6E0.VED ODTID FTA U@ tr4.Y BY THE PMTY fSMt NH W ME NUNI(WAS LWIRAciFD OR TO WON IT IS Q7tlfIIA ME -- NOT SE AIRED.REUSED, aoI5nD5E4 sRmiiTmMaRrsY REUFO wox Nxr mlaR roans£ > FRESHWATER WETLAND UNDERGROUND SERVICE ALERT-NEW YORK 811 E I-SES NNS-coNs,xr ff Azyum "' BOUNDARIES DELINEATED BY VHB UTILITY NOTIFICATION CENTER OF NEW YORK PON ENa,rtar+ac PC,uc H ENGINEERING,SURVEYING, (800)272-4480 SHEET RTLE. z LANDSCAPE ARCHITECTURE AND WWW.NEWY0RK-8I LCOM GEOLOGY,P.C.,ON MARCH 22,2023. Kno*belo1w. SITE PIAN&NOTES CALL2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION CBIl before Du dl.. K m I Z-O2 SITE PLAN nlwn >E 30' ''1-' C C .D f SCALE:1'ZC''v FOR 22"x34"DRAWINGS a _ :'P.ALF 1^_'.l(•t'FaTR i7°YID f,1u33 :c REQUIREMENTS OF CHAPTER 28"0 ZDNMtG AATICL'E XW WIRELESS COMMUNICATIONS FACILITY OtlE SECTION] DESCRIPTION COLWIFNTS COMPUES W ITH SECTKIN(1)(E)AS SITE IS MNED MII 280.70 D(1) :ATION OF WIRELESS FACILITIES FURTHER REME W OF PRIORITY RANKNG FRONDED AS PART OF APPLICATION SUBMSEON Ieti14C VIII C]lbORT E'RULT BARE F1lQsg-•!0 COSPL?L 22D]0 F ANTENNA SUPPORT BTR UCTURES SHALL NOT BE LOCATED IN THE FOLLOWING AREAS WRHOIR APERMT - FROM ALLJURGOILTIONALAGENCIES 200.70E 1 1011"14HISA'Al" COMPLIED �•. 'L.IJNQWATER IN1.FEETOFTHESIIRFACF COMPLIES �,C3I( I I.UT 47 220E 3 WFH ED COMMUNITY PRESERVATON FUNDS C6RPIJES •EN IN EEFRINl3 P.C. 280.70E 4 4STAL EROSION HAZARD AREAS COMPLIES 280.70E 5 DESIGNATED PARKLAND COMPLIES FALL-111 AN ANTENNA SUPPORT STRUCTURE MUST INCLUDE ANAREASURROUNDING R THAT IS FRE OF OTHER STRUCTURES AND AREAS WHERE PEOPLE CONGREGATE.EXCEPT THE BASE EQUIPMENT,—A RADIUSEQUAL TO A DISTANCE OF TWO TIMES THE HEIGHT OF THE STRUCTURE A SMALLER FALL ZONE MAY BE 300'FALLZONEREQUIRED,23'1'FROMNEARE1T iL ALLOWED IF SUPPORTED BYA REPORT SUBMITTED BY A QUALIFIED STRUCTURAL ENGINEER THE STRUCTURE ON PROPERTY,STRUCTURAL REPORT r r 2B0.10G STRUCTURAL ENGINEER'S REPORT SHAH.BE SUBMITTED TO AND REVEWED BYTHE PLANNING BOARD PAD PROMDEO PS PART OF APPLICATION EQU ATION SUBMISSION: ELITL�TOWE RS Zfn CORROBORATED BYANINDEPENDENT CONSULTANT HIRED BYTHE TOWN THAT DEMONSTRATES THAI A VARIANCE RUNCERa„�,��'�-�_I •�t�Ew,r, SMALLER FALL ZONE IS APPROPRIATE AND SAFE THE FALL ZONE OF AN ANTENNASUPPORT STRUCTURE MUST NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE AND MUST BE CLEAR OF ALL STRUCTURES EXCEPT THE BASE STATION EQUIPMENT 280-701 -♦+u GTRUC:015 N Ts K.,C.M,N,®,AILD HAL D`>•4031RGT6 FMC HL{AGT 10 Ild WL767 '�� MIAMI*EL45TRC1CIT5 2RII fMJ 3RDANCE WITHTHE BULK SCHIE UIEFOREACHZDNE EXISTING NON COMPLIANT MII MMMUM LOT SPE B00W 9E SASINGMOi 64•.}AL:• PROPOSEDMONOPOLE HEIGHT 150'-R 200.]01(2) iMWV�1C.G1T RTE}T VPRANCEORWAf✓=RREQUIRED 280701(3) MNIMJMDGTANCE OFALL WIRELESS EOUIPMENTTO ADJACENT RESDENTIAL PROPERTY LINES OR STREETS BS-TO ADJACENT PROPERTY LINE SHALL BE NO LESS THAN S00 FEET P.rtE DESIGN STANDARDS ALL WIRELESS FACILITIES,INCLUDING C0.LOLATI°NB SHALL BE THE LEAST VSUALLV 220.10N DBTRUSRAE DESIGN POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEV<TESERMCE NEEDS TO THAT ENO THE FOLLOWING DESIGN STANDARDS SHALL APPLYTO ALL WIRELESS COMAJNILATON FACILITIES INSTALLED OR CONSTRUCTED PURSUANT T°THE TERNS OF THIS CHAPTER veraY ' SETBACKS AMEN.SUPPORTSTRUCTURESANDMUPM£NTFACIUTESSHALL ADHERETOTHESETBALKS (REFER TO BULK REQUIREMENTS CHART ON SHEETZ- �N. 28070N(1) FORPRINCIP UGESIN THE BULK SCHEDULE APPLICABLE TO THE WINE IN WHICHTHE STRUCTlRtESPRE 03) LOCATED,UNLESS OTHERWISE INDICATED ELSEW HERE IN THG CHAPTER ';GN S SIGNS SMALL NOT BE PER MIRED ON FA LUIES EXCEPT FOR SIGNS DISPLAYING CONTACT INFORMATION AND SAFETY INSTRUCTIONS,WHICHARE REQUIRED SAFE TY SIGNS SHALL BE IN ACCORDANCE WITH AMERICAN SITE INFORMATION SIGN AND RF SAFETY SIGNS TO BE NATIONAL STANDARDS IKSTRLRE(AIED STANDAR DS FOR RADIO FREQUENCY RADIATION WARNING SIGNS INSTALLED ON EXTERIOR OF COMPOUND FENCE PWTi.1 M:1+1[La 28670.(Z) CONTACT SONS SHALL IDENTIFY ALL EERVOE PROVDERS LOCATE D ON THE FACILITY AND SHALL INCLUDE if NORMAL AND EMERGENCY CONTACT INFORMATION FOR EACH SUCH SIGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES FEET IN SURFACE AREA �Ereb�re BULK REQUIREMENTS FOR ZONE M-II (MARINE II) 3AESTAT IONEQUIPMENT SHELTER THE BSEBTATIONEQDPMENT SHELTER SHALL BECONSTRUCTED WrtH FOR - ` A FINISH SIMLAR TO THAT OF ADJACENT STRUCTURES ON THE PROPERTY AND INTEGRATED INTO THE FIX4 STATE.... CDIRECTPHONE NUMBERS ARCHRECTURALSTYLE,ANY NEWLYCONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED M KBIT:YAYR.CPLLBII.CON ACCORDANCE WITH THE MINIMUM HEIGHT AND YARD REQUIREMENTS OF THE ZONING DISTRICT APPLICABLE TO NPOSELTHlEWlUBETERS ME E IN 2B670N(3) THESITE.-AND UPTOTWOADJACENTOFF-STREETPARHINGSPACESMAYBEPROMDEDFORSERUCE PROPQSEDTHISWLUffUNE(ENIMO y(yr: PIMw REQ VEHICLES NOTWITHSTANDING THE FOREGOING,BASE EO UIPMENTREIATEDTOINTERIOR-MOUNTED CONSDERATON UPON FUTURE PROPOSAS ASSHOWN WAS JKM DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS WRELS CONSIDERATION ONST ERATIONOFI LOCATED ON ADJACENT THATISSTIES AT W TO THE PLANNING BOARD UPON _- LONSIp IES SMALL FIMPACTSDIADJACENTPROPERTIESAND ORY7 T E LLAL ANNINGIMPACTS BO 9 0611523 REVISED PE0.COMMENTS JRF fW5 MINIMUM LOT DIMENSIONS BASE EQUIPMENTLANOSCPPING ASCREENOF EVERGREEN TREES SMALL BE PLANTED OUTRIDE THE FENCE B 05/1823 REVISED PER COMMENTS JCM IWS AREA 160,000 SO FT• 41,346 SO FT NO CHANGE NON-COMPLIANT" OF THE BASE EOUIPAEW-111 SHELTER TO PROWDE AVSUALSCREENOR BU FFERFORADJOINNG WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES PRIVATE PROPERTIES AND THE PUBLIC RIGHTLOF-WAYOR OTHER VANTAGE POINTS ACCEBSBLETO THE EVERGREEN SCREENING TO BE PLANTED AROUND 7 95/0$23 EASED PER COMMENR JRF fW5 DEPTH 150 FEET 189-79 FEET NO CHANGE COMPILES 28070.(4) PUBLIC THE SCREEN CONSIST OFADOUBLE ROW OF EVERGREENSHRUBSPNDTREEB THAT ARE OF FACILITY 6 04/13123 EUISED PER COMMENTS JRF JWS SUFFICIENT DENSITY AND HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FRO"•NEW REQUIRED 329.4 FEET J]q'3 FRONT YA9 D SETBACKARFJS SHALL BE LANDSCAPED AND INCLUDE SHRUBS AND TREES SURVMABILJTYOF COMPLIES 5 91/03123 DUENTCOMMENTS CM IWS MINIMUM YARDS 35 FEET (TOWER) COMPLIES THE__ANDECAPINGERALL BEGUARANTEEDAND MAINTM ED BYTHEAPPLICANT FORTHE LIFE OFRE FRONT INSTALLATION 4 1711922 CLEW.COMMENTS WPK JWS MINIMUM YARDS ' SFELGHTNG THE LIGHTING PERMITTED SHALL BETHE MINIMUM RECUIRED TO PROTECT THE PUBLIC 3 96!0122 CUENTCOMMENTS WPK JWS SIDE 25 FEET 40.7 FEET 663 (TOWER) ) COMPLIES WELFARE FACILRIEB SIRED ON EXISTING-LOPED SITES SHALL BE INCORPORATED INTO THE LIGHTING REAR 25 FEET 61.9 FEET 30'3 (TOWER) COMPLIES PLNBOFTHOSESRES OUTSIDE LGHTING SHALL USE FULLY SHIELDED FIXTURES SO THAT THE LIGHT 2 05/10122 LUEWCOMMEWS JCM JVYS BOTH SIDES 50 FEET 102.6 FEET 199'3 (TOWER) COMPLIES 28-UN(5) coMPUEs `I ) SOURCEIHE ERY,XC FROM HECAS OF STRUCTURES Nq,D TO AACUf EUN_E FOR I 69/0521 CUNTCOMMENTS ICM IWS MINIMUM YARDS TOWARDS THE ERY,EXCEPT IN CASE OFOSAETY LIGHTING LC1AR6p TO FOLLOW FPA GUIDELINES FOR SIDE 25 FEET 40.7 FEET 47'3 (COMPOUND) COMPLIES REL' DATE DESCRIPTION REAR 25 FEET 61,9 FEET WEE (COMPOUND) NON-COMPLIANT'• STANDARDS NADDITION-THESTANDARDSNARTICLEXXMANOTHESTANDARDS IN g 2 70 HEREIN,ALL — 2Y BOTH SIDES 50 FEET 102.6 FEET 127'3 (COMPOUND) COMPLIES WIRELCSSFACILRIES,INCLUDING LO-LOCATIONS,SHALL BE THE LEAST USUALLY OBRUBNE DESIGN S1 2BG72A POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE RG SERVICE NE EDS TO THAT END.THE (1)THIRD UGH(4)AS WELL AS(8)ME NOT APPLCABLE FOLLOWINGDEEGNSTANDARDSSPALLAPPLYTO ALL WIRELESS COMMUNICATION FACILITES INSTALLED OR LANDSCAPE AREA 20%MAX 076 4.43% COMPLIES LOMh =Uro 1H01-404AF4 YE nA.ARFMdr'•': I/// ly 2% NE CO-LOCATION WIRELESS COMMUNICATION FACILITES SHALLBE DESGNEDTO PROVIDE FOR CO-LOCATION BY MAXIMUM LOT COVERAGE 30% 26.2% 262X(.T COMPLIES 220.]21(5) MULTIPLE PROVDERS OR DESIGNED SO THAT THEY CAN 2E RETROFIITEO TO ACCOMMODATE MULTIPLE COMPLIES Ly. PRDv17CA'S W1Q fm Fr 0 ECENC IANDSCAPES AND V6TAS ALL ANTENNA SUPPORT STRUCTURES WHCH ME NCT CONCEALED INSIDE -THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE OFBUILDINGBOR SCREENED BYEXJSTING TREES OR BUILMUST BE SURROUNDED BY A PLANTED SITE NOT LOCATED IN BLEND VSTA SUBJECT PROPERTY.THE TOWN CODE BULK SCHEDULE FOR THE zaB7zA(5) BUFFER DFOENEE TREE GROWTH AN ANTENNA SUPPORT STR .URE THAT IS LOCATED WFHIN A SCENIC VIBTAORSCENICLANDSCAPEOR WFHN300FEETOFASCENICROAD,ASDEEGMIEDBYTHETOWN,SHAIL COMPLIED Mil ZONE REQUIRES 80,000 SO FT PER USE •NOTBETALLERTHANIOFEETAB°VTHE HEIGHT OF TREES WITHIN A RADIUS OF 310 FEET OFTHE PROPDSE LOCATION,OR 35 FEET MWOMUM IN THE ABSENCE OF TREES F.1 p COLOR ANTENNA SUPPORT STRLCTUR ES IN THE FORM OF MONOPOLES OR OTHER TDWERB SHALL EITHER N J BE BWElGRAY N COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OFTHESTRL'CTURE'SLOCATIDN YORK:J, �Ilytf Ir SAG Jd W THATTHETOWER NOb1R1J111 ASPQSMIC. CV.OTHERWISE REQUIRED BYTHE FEDERAL A%IIA kMISYtTMT*R4V"GAWIRELESSCAW -CNFA,LI.NA'6.INSTALLEDONASTRULTURE I'I•'1;A•• 'BELE Gi"•�'� 280.]21(7) '0lICR t4W:A 10IMR,THL MILIIAAMO SUPPORTING ELECTRICAL AND MECHANICAL EQUIPMENT MUST BE COMPLIER-TOWER TO BE PANTED BLUE-GRAY - OFANEUTRALCOLORTHATISDENTICALTOORCLOSELYLOMPATIBLEWITHTHECOLORSOFTHE T E- SUPPORTINGSTRLICTURESOASTOMN(ETHEANTENNAANDRELATEDEQUPNENTASMSUAUIYUNOBTRUSME RE,. AS POSSIBLE OF M1 L%V VU1 O]1 STRUCTURES IN OR ADJACENT TO RESIDENTIAL ZONES WHERE THE SITE PROPOSED FOR ANPNTENNASUPPORT STRUCTURE G LOCATED WITHIN A RESDENTALZONE OR HAS ONE OR MORE SITE INFORMATION:TTS PROPERTY LINES ABUTTING OR ON THE OPPOSITE SIDE OF A STREET FROMA RESIDENTIAL ZONE OR USE CTTC ATOM Al DCTTC OTT MARINE PERMITTED IN A RESIDENTIAL ZONE,NO ANTENNA SUPPORT STRUCTURES MAY BE CONSTRUCTED UNLESS SITEN LUERTS N ADEQUATELY SCREENED FROM VEW OF THOSE RESIDENTIAL-ES BY EXISTING BUILDINGS OR LARGE TREES.INCLUDING EVERGREENS THE STRUCTURE MAY PROTRUDE NO MORE THAN 10 FEET ABOVE TREES OR BUILDINGS TO PRONDE EFECTNEANDPORTHEES IN THE ACSL SCREENING,E OF THE XEGHTOFTTHE PROPOSED STRUCTURE MWEQUATE ARRANGEMENT OFETING GY 61405 MAIN ROAD BEND MORE THAN 35 FEET,AND THE BASE EQUIPMENT MUST BE BURIED IN AN UNDERGROUND VAULT TWO 200.72A(9) ROWS°FEVERGREENTREESMJBTBEPLANTEDENCBICUNG THE STRUCTURE,ONEROWATAD"TANCE TWO ROWS OFEVERGREEN TREES TOBEPROVDED SOUTHOLD,NY 11971 FROMTHE STRUCTURE OF 50%OF THE EGHf OF THE STRUCTURE,AND THE OTHER AT 90%OF THE MEG. RELIEF SOUGHT AS TO HEIGHT AS NEEDED OF THE STRICTURE TRANSPLANTED TREES SHALL HAVE A MINIMUM CALIPER OF THREE INCHES,SPACED 30 SUFFOLK COUNTY FEET ON CENTER THE TREES MOST HAV,AN EXPECTED HEGHT AT MATURITY OF AT LEAST 10 FEET LESS T THE HEIGHT OF THE STRICTURE TO BE SCREENED SMALLER EVERGREEN SHRUBS MUST REUSED TO FILL N THE CARS IN BETWEEN FO R SCREENING DU-THE TIME THE TREES ME FILLING IN AND THE PLNINGBOAROMAYVARY THEARRANGENE OFT E RREESAND SHBETOA=NMODATEMATURING ANCIFIC SITE TYPE: SITE CONDFIONS AND ACCOMPLISHTHE GOAL OF SCREENING THE FACILITY FROMME W OF RESIDENTIAL 170'-0"CONCEALMENT POLE PROPERTIES A WRITTEN GUARANTEE FROM THE WIRELESS FACILITYS OWNER SMALL BE REQUIRED TO ENSURE THAT THE PLANTINGS SURMVE AND PRE MWINTARED THROUGHOUT THE EXISTENCE OF THE RSTALLATDN - l HT R 1M19Tyr R qT Cps 4 NC RR9INERTY PYRTGHT0 L+2], IH PXGONEERINO P-C.LLC ALL RIGHTS RESERVED 28D]AC S51 UDE.TYPEPND HEGHi OFTHE WIRELESSK COMMJNGATgNFACILffY (SEE SHEET Z-0I) THAUTH.-G AND ALL 1H4 NiDRu7,ng4 WFITANm HF14UN6 AUT1gIIID FDR Ug Q6Y BY THE PMtt Fq9 tIHOH THE AL6T 0r QTRLi CARR an.AUIF.VF90LAT[l'1 ON T4{fACLLTI.M!1M T]�[.MLAO[[TeH,.NEER, R6IXM DC0NMIYR NI._FD,_SE..gmL�SEB.MS 220.74C(6) O4C4ITAT0r,,[gC1A AQ%TFA POWER,NUMBER OF CHANNELS AND OPERATING?°UOULC S016AC (SEE SHEETS Z-I4-Z-17) __DR RELED UP. 1148 PIIIPOA M.1#p➢(Ir—Lww.iM 4Hq TROUT 1HE FJPI✓Es5 NdT1ER @EFIIT OF AZYUM EN0H4F]3IC -r,11L TFD TFC OTAQL?YPtEU.TIFr .y( 216x1 pf CFRfLT RCSL]l.1L STMn'u IC 414'4 -- CquL n1o.cR-v L3+T W1TIu91csxLTl�usc 35]- SHEET TITLE }p]sL f1L\ AAL d1N[R ALT ,Ru IEI3 374•. 2wxe R R—sly r.lWAix s 1BTE BULKTABLE TOO TALL YY uaaT4:lFO JN®C45TAv.,{ SEE SHEET z-as 7Ca11C 179 LfMaIq uCCEs} SEE SHEET Z ELEVATOR DRAWINGS WITH DIMENSIONS CLEARLY INDICATED,INCLUDING DIME ER OR WIDTH OF THE T 511 2B0.74C(13) STRUCTURE AT TTS WIDEST AND NARROWEST,AND THE TALLEST PONE.INCLUDIRGANTENNAS OR LIGHTNING SEEBMEEf Z-11 r/_o0 PROTECTION LJ J o 11.13 ° . h OryAlbertson 9�P Al ert son Ln ' N ng 9 o !2 4.2 7.OA 10.1 Green port V1 Ll; f I 27.7A `❑©f� a SageB/vd Er��lrveemlr>� P.c TOWN OF S SOUTHOLD Fzr, 11.16 / s ! w pt .—of�. b ELITL TOS RS LP 3.8A •,,..,.:..... at,% r (COUNTY OF SUFFOLK J DEVELOPMENT RIGHTS)— /' � T3 O,; a: (jam ¢1�4c 4' 11.5 SITE HamletCenter $pli'fH�GLD g� � v �� LOCATION' LOnIn TOM W� O,'/R5 o, ` v 9 10% ZONING �y 1 1 �O z` Ari �9. 0t $ y.. fy� AC i OUNTY OF SUFFOLK V g; t �ro1 '�. �1 ''ei p �/t. 7� ^°s AHDVerIUM / a� +� X51 ,a , / i-:a D I. L7EVELOPl.4cfJTRIGHT$]' .p dol b 4 H13 � menc. a.mr 1.s N 11.1 am HD RA (q /y r�� / t3 �❑ MD � r/ r �y �.->•' 1 LB -IT:WMW.LALLBIt CqA ' 1b 2. u N u�� '{ FIXt STATE SP DIRECT PN DYBEAS "!J ECIFIC D IXIE N tk ,►' �y A +G� 11.7 (C) e 1 �E/t �- SAS SHOWN WAS vc JI•' s) 15� 't• l l 11.2 / � � �?r �, � ,'�� QJ _a owl sa3 - rix ca.•w.�c Art, p.•.s 1.4A b %� t �Ft0/ rti' Cr1 M1 1.2 `a 9 1R' abcy�~ ±�n 1p_�IC� P o50srz3 XIUMMCa ,l IJPf J 2/ F —�� 1 V I E D9l 3123 hAEil l'6�r1�1 JRF 2.3A(c k�M` >Otf]Q � S- IIIGGGvvv (,� s 01103/13 jCWffCOMMENTS I-M Iris CONN `x �I Mil J„ p /� 11/i X17]p,�E* MENS WPI. s ✓yr,6ek Dr �.1 J,' 3 OWIM W r COMMENTS wPK P1. Nb OF S FOL! r: 'SOWN . 1� �_ F o o.2s o.Mile iT R-40 .� t L �+t ! p� j evrti Y DM E Ts / � A Ate_ ��►�` �d� I �. ,(L �y t [s':5 4 I.'.9 ...I: YCM Jw5 ,b •� , (7) 3 �• �+. I ,�,'�s, -� R-80 %EV DATE DESCRIPTION /�- COUNTY T4(1 I , 1. Budd's Pond RO st =-' �--.: IN Parish r = RRI- 't h6,y �V iilQ 1Q 1 (UNOERIM1FTER ViNDJ IT_ rl ' ._ ,, y y' IL R in R L�Q 1,L `� 4 ,d' 17 $ 11 �y` }} .. •j I + _4" �'�:., (Lr -��, _ ,f-.-_ n- ,ti � .Q oGrs „ ? ,� RE E N,P (,5) a°16 To(15) r y \ r `a _ {� -��• r.r(t� • \�y - ,� 1 . ry ti� �O N 13 view Rd.R01-4140 15 y } DG x 13 ❑ 13.1 , ly I SITL` , I,z) 8 ,a rr 28 a `y l _ � ids R I SITE NO:ALBERTSON MARINE `,❑` zz,_ u� 2.5A(C) ' f 61405 MAIN ROAD SA( ) CANAL Miso ty� r,� �;� �f l r � C - l�'1 _ 725 r,... f _ �" CedBi Seac l SOUTHOLD,NY 11971 V r� gel 2. f Y,__ ... T / ;4 b J ?l y t-= SUFFOLK COUNTY 4� ,.'� � � SITE TYPE: li0'-0"CONCEALMENT POLE ,r II➢�VY CHLT BY�'THAE PANTY FOR IxIOY ME'L NOTE• Map Prepared by .a D4 YTRYACM w ro raw IT a miTIiRD-ROS Town of Southold Geographic Information System oT BE m�Rµ�.asnosn. pR°5 wIT`v oR Rp,ED wON ,ISR PubME ME EJ)IPNc55 WATRN C1IN4lIT 6 AZRIUTx 1. PARTIAL ZONING MAP IS BASED ON ZONING July 29,2016 o Suffolk County Real Property Tax Service Agency i MAP PREPARED BY THE TOWN OF SOUTHOLD ARDS and Tax Map Copyright 2016, ant Q GEOGRAPHIC INFORMATION SYSTEM DATED County of Suffolk,NY ZONING INFORMATION 07/09/16. Z 0 KAMM I PARTIAL TAX MAP "P"'°s` nA E N.T.S. 2 ZONING MAP °"P"'L L"� N.T.S. Z-04 I,FFFII s & 0 n - €' FRESHWATER WETLAND w � BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, LANDSCAPE ARCHITECTUREAND AZIMUTH GEOLOGY,P.C.,ON MARCH 29,2023. =_f<��f<ES Ei R!hc =.c ELITFVO—k1`ERS LP FRESHWATER WETLAND Q d BOUNDARIES DELINEATED BY VHB � P ENGINEERING,SURVEYING. LANDSCAPHITECTURE AND ` GEOLOGY,P.E ARC C.,ON MARCH 29,2023. 1 t o sn�rr�o�� d LIMITS OF CLEARING,GRADING AND GROUND DISTURBANCE .S oWETLAND W2EP 0-11 -. 't ;4r1 r ` Fyc� 3- tar •. MilkV.` mrrtcx+nnsET! V. 5. GA,.....,..,. Edi STATE SPE.. DIRECT PHONE NUNREAS NSIT.KWW.CPLLB11 CON AS SHOWN r.WAS JKM r c 9 DYI 5R3 kry WPER Cor M JAF PY7 N. tl Pblel73 y�Yaii PER<VeaTm pi P+Y 1 LIMITS.T NYSDEC FRESHWATER _ Jo VWnj KA10 PER c'n Qp J,F IM WETLAND 100 FOOT ADJACENT tl' }� w / 1 `, ♦ `�, ' e 0&13a3 XWADPERCOfXA M JPF PYS AREA AND TOWN OF SOUTHOLD + C] \\ 1cm IM WETLANDJURISDICTIONALAREA �41r r - , } _ ` - 12/11r22narrtcc.rEr+rss 11%1;" a D69Tl22 ox.1[Dean: WPK Pas i a MflV17 zmt-om Ien PN- 1\ �'E• 9 C4VAI CUENTCOMMENTS fCM P'�F i �{ Riy DATE • ` sem• ,`g� WETLAND N µk FaiU iJl T. SITE INFORMATION: SITE NO:ALBERTSON MARINE • � 61405 MAIN ROAD FRESHWATER WETLAND SOUTHOLD,NY 11971 BOUNDARIES DELINEATED BY VHB • EN81N€9UNG ,SURVEYING, �+ SUFFOLK COUNTY LANDSCAPE ARCHITECTURE AND LIMITS OF NYSDEC FRESHWATER GEOLOGY,P,C„ON MARCH 29,2023. SITE TYPE: WETLAND 100 FOOT ADJACENT �9 0/ 150'4"CONCEALMENT POLE AREA AND TOWN OF SOUTHOLD 7 WETLAND JURISDICTIONAL AREA comucHro x+ii,<,nnmi E•cE�EERc:c r.c uc wu RICH'1I RESERVED iN6 DR�xwD u�0 Ni T¢I-All /.xDJ NERDN!. TiddIID iLR US OR BY ME PMtt Edi xNd TIE VCR(M,iS CdTGClEO CR TD NHd IT.t QATf@A TPS DR�NwO WY NOT�dHED,REU4A d5¢04S dSTTBUIFD OR RELFD UPd Edi NiY OTIFR PUNO2 WTIOUT TIE �i&ERNC w Cd®iT 6 AIDIUIX 111111T TITLE' W Z a 200'RADIUS PLAN ME z io/I S IEI NUMBER: ] I200'RADIUS PLAN •'„E N.T.S. Z-05 a 4 I -,ZIMUTI- Efh G�11 EEF;lh:� FC FRESHWATER WETLAND �ELITE TtX%fritS LP Kse r i.-.a.•r—•..-aur,., .. _ BOUNDARIES DELINEATED BY VHB ENGINEERING,SURVEYING, LANDSCAPE ARCHITECTURE AND GEOLOGY,P.C.,ON MARCH 29,202 PROPOSED CDNCEALMENSOUTHOLD T POLE FRESHWATER WETLAND `r BOUNDARIES DELINEATED BY VHB ENGINEERING,kRC NT,SURVEYING, p" .r • '• • LANDSCAPE ARCHIFECTUREAND GEOLOGY,P.C.,ON MARCH 29,2023. KipS FOR—7 SPECIFIC MMCT PHONE NUMBERS T: LUM o."..n. rUS 1 YO &E5;4NYERSK"` AS SHOWN WAS I )KH i - Y 06'1523 a,tur+HE.Caanm jN f�s5 6 051PBR3't-=M CV-'VM JCM JWS otnun [mt c0"a• W M'S d WIF2j LMJD Fta C("FM JRF IN'$ _ _ .•i _ _ A 4r �p9 .ice ` • - .`1ek7)=,a Ca+-m Mm m5 f,. �� 0 d�sY :�5,] • 1 ylU:7 his co-om WPK -S 3 04mr%QA-cw'Al WPK 1uS ' a, . Z 0511022=I9C0l"CTA-- JCM P13 - 1 I04f0Sf2Ij CUINT—EI— I )C*CI JWS REVDATE I DESa i ,,,4j a LIMITS OF CLEARING,GRADING �� 2 AND GROUND DISTURBANCE LIMITS OF NYSDEC FRESHWATER _ WETLAND 100 FOOT ADJACENT `'' O _ '' R N AREA AND TOWN OF SOUTHOLD ,ter r LEGEND (� WETLAND JURISDICTIONAL AREA r '�• ", - R°rS3'.1 R-80-PARKS& FRESHWATER WETLAND RECREATION M-11,MARINE II oxr n+v y, u: BOUNDARIES DELINEATED BY VHB ENGINEERING.SURVEYING, SITE INFORMATION: LANDSCAPE ARCHITECTURE AND SITE NO:ALBERTSON'MARINE GEOLOGY,PC.,ON MARCH 29,2021 61405 MAIN ROAD SOUTHOLD,NY 11971 LIMITS OFNYSDEC FRESHWATER SUFFOLK COUNTY WETLAND 100 FOOT ADJACENT R-40 RESIDENTIAL AREA AND TOWN OF SOUTHOLD SITE TYPE: J WETLAND JURISDICTIONAL AREA 150'A"CONCEALMENT POLE y7.. COPYR1GfT1'o L,ll,AZARlRi L'GL�EERC�'u P.C.LLC ALL lPIGNIS RF]ERVED /L.ME WFORI4TtN CWTANER NFAF] TM6BR—G AIITIp"IIT f1R Ug RaY BY TIE P n FTM MNOi TIE Iswwc rws ev+rRAerm a T'wlau IT rt rs meTsua nas BRAM41c wr NOT eE anm,Rwsn.dsaonn. m aam®.rtm oR Rntn uPpl InR Axr o E DPRF§M"TT]I CRI41ff OG ADYUTI NOTE: ular�nalc PC,uc H i AERIAL IMAGE BASED ON GOOGLE MAPS DATA 2019& FLET R Ir SUFFOLK COUNTY,NEW YORK FRESHWATER VICINITY PLAN w WETLANDS GIS MAP INFORMATION DATED 09/07/2018 41EET NUMBER 1 05 Z-06 VICINITY PLAN N.T.S. e AZIMUT, HI ENGINEERIN13 P.C. AlbertsonMarineAbuttersCC 'rel} GlTE To►'r5 Lr District Section Block Lot Owner Owner's Address � �..-..-.�......-•�...,,t+,.« 1000 56 1 4.2 Scott&Pauline Carter 1605 Mill Path,Southold,NY 11971 1 1000 56 1 10.1 Town of Southold 2205 Mill Path,Southold,NY 11971 ' SGU THDLD 1000 56 1 11.2 Angela Norton 610 Pond Avenue,Southold,NY 1971 r 1000 56 1 11.6 Angela Norton 610 Pond Avenue,Southold,NY 1971 _� � 1000 56 1 11.11 Angela Norton 610 Pond Avenue,Southold,NY 1971 1000 56 1 11.12 Angela Norton 610 Pond Avenue,Southold,NY 1971 NAW t 1000 56 3 13.3 Angela Norton 61025 Route 25,Southold,NY 1 1971 1000 56 3 14 New York Telephone Co. 60975 Route 25,Southold,NY 11971 s 1 1000 56 3 15 Budds Pond Marine Inc. 61405 Route 25,Southold,NY 11971 •r� .f FOR STATE SPECIFIC DIRECT PHDNE NUMBERS NAT:WWW.CALLB11.CpA 1000 56 3 1 Main Road Brokerage LI,LLC 61505 Route 25, Southold,NY 11971 - — AS SHOWN WAS JKM 1000 56 3 2 Emmanuel&Toula Leodis 61575 Route 25,Southold,NY 11971 - -— S D6/1523 REVISED PER COMMENT' JRF JWS 1000 56 3 3 Emmanuel&Toula Leodis 61625 Route 25,Southold,NY 11971 a Dsn s23 m+uDPn Eow*[rI ICM Jws 05/0523 REVISED PER COMMENT! JRF JWS 1000 56 3 4 Town of Southold 61725 Route 25,Southold,NY 11971 E DI/1323 qE ISED PER COMMEM! IRF 6/s S 01/0323 CLIENT COMMENTS JCM JWS 1711427 1DM COMMENTS WPK Iw5 1000 56 3 5 62375 Main Road LLC 61825 Route 25,Southold,NY 11971 T 06/0127 c ENTCOMMENTS WPK Jws 7 1 DS/10/17 ICIJENT COMMENTS ICM I WS 1000 56 3 6 62375 Main Road LLC 62375 Route 25,Southold,NY 11971 1 104105f2ilCOENTCOMMENTS ICM IWS REV DATE DESCRIPTION 1000 56 5 7 Margaret Dato 445 Budds Pond Road,Southold,NY 11971 e EOFNE� 1000 56 5 8 Ecka Grando 545 Budds Pond Road,Southold,NY 11971 1000 56 5 9 Suffolk County 64 Budds Pond Road,Southold,NY 119710 1000 56 5 10 Marcia Jurinovic 745 Budds Pond Road,Southold,NY 11971 1000 56 5 11 Jonathan Tibett 845 Budds Pond Road,Southold,NY 11971 I 1000 56 5 16 Patrick Redmond 750 Budds Pond Road,Southold,NY 11971 uer a °1'0 r u sa c1 1000 56 5 17 Jean&John Weber 590 Budds Pond Road,Southold,NY 1 1971n ue 1000 56 6 1.1 Eli Green&Dalton Route 25,Southold,NY 11971 or THIE SITE INFORMATION: 1000 56 6 1.2 Suffolk County 61330 Route 25,Southold,NY 11971 SITE NO:ALBERTSON MARINE 1000 56 6 2.2 Budds Pond Marina Inc. 61500 Route 25,Southold,NY 11971 61405 MAIN ROAD SOUTHOLD,NY 11971 1000 56 6 3.4 61600 Main Road LLC 61600 Route 25,Southold,NY 11971 SUFFOLK COUNTY SITE TYPE: 150'-0"CONCEALMENT POLE COPYRIGHTb v2),AZNRITH E\OCiEERC:O P C,LLC ALL RIGHTS RESERVED Aura.TuaAna carA.Im xEREIx IS TMAUMOE�f9t U4 R4Y B rxf 1--T,ROI 1HE Lr>xmACTm oR To xnaM rt rs CERRPIED..IwS xor Bf mAm.RmSEE.dsnosn. SR®UR➢ORr REWD EIPDx D. ANY PS PIMOSE MTRGIT THE ElYRE55 MOTim CMS£Ni tK AIW U1H Dl.—P C.llL K O - — S11117 ME Z - 200'&S00'PROPERTY r OWNERS LIST o 0 1 PROPERTY OWNERS LIST sx N�wa� Z-07 a NOTES: 41 I. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY N 2 COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING 8 LAND SURVEYING P.C.SIGNED _ BY STEPHEN E_RAVN P.E L5.LICENSE NO.49664 8 DATED 30/21+18} N ti I. FINAL LOCATION OF EQUIPMENT TO BE CONFIRMED WITH OWNER&ELITE PRIOR TO CONSTRUCTION. 4 4 LOCATION AND INSTALLATION OF EQUIPMENT TO BE IN ACCORDANCE WITH THE STRUCTURAL Z' ANALYSIS. TOWER DESIGN TO BE BY OTHERS I 5 CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK. AND O � '-0 PROPOSED 8 "x 10'-0"PREFABRICATED PROPOSED MESA CABINET(BY r s' 6. FINAL DESIGN OF P1ERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING EQUIPMENT PLATFORM WITH HANDRAIL PROVIDED A REPORT. F- KIT ELEVATED T ABOVE GRADE ON PROPOSED TREE(TYP OF 34± ELITE]TO BE INSTALLED ON H•FRAME AND ELEVATED ABOVE -^�- CONCRETE PIERS RMEKALDGILEEN ARBORVITAE 6'-0"TALL MIN) FLOOD ELEVATION ~ ~ (SEE DETAILSI&2,SHEET Z-17) PLANTED IN STAGER PATTERN TO CREATE ENDINEERINO P.c. MAXIMUM CONCEALMENT(BY ELITE) 4 _ (SEE DETAIL 9,SHEET Z-12) PROPOSED UTILITY H-FRAME r � LIMITS OF CLEARING,GRADING (T .OF 2)(SEE DETAIL 5,SHEW Z-17) r � �- YP AND GROUND DISTURBANCE PROPOSf17 HRAM FE�. D ELITC�TTOILELP RS�� moi'u� -Ey..ti TRANSFORMER(BY ELIT� O O O Q O O� 0 O d CS � p O O -_ ■ k1R�a' ^* Os' SDlJ tNOLD O a O a O O O O �O Q Q d PROPOSmZD POWER CONDUIT ROUTED FROM TRANSFORMER FP ' METER BANK PROPOSED FIRE DISTRICT CABLE BRIDGE (SEE DETAIL I,SHEET Z-12) O 10'-0"A.G•L(SEE DETAIL 4,SHEET Z-14) y z — — z PROPOSED VERIZON WIRELESS I O „�', m O UTILITY METER MOUNTED IN vwldxm OPEN SOCKET(BY ELITE) i O ' FUTURE CARRIER --_ .. -- I C3 \ f EQUIPMENT AREA-N\ \.___ FUTURE CARRIER C 8O EQUIPMENT AREA� 1 ��...-a. i PROPOSED MULTI METER-METER PACK Fop'T"TE.T. oiAecr PHONE Nuuams ✓•FS"- L WITH DISCONNECT(BY ELITE) -��'r "'""'c�Bn_cou TO BE FNSTALLED ON H-FRAME AND T O ELEVATED ABOVE FLOOD ELEVATION AS SHOWN r WAS J PROPOSED FIRE DISTRICT CABLES ROUTED ON w m--T'c-m;-." /23 !'pcpert PROPOSED VERIZON WIRELESS 7/8"O COAX CABLES I 23ROUTED ON PROPOSED CABLE BRIDGE TO TOWERpR®POSED CABLE BRIDGE FROM FIRE DISTRICT PROPOSED 12'-0"WIDE ACCESS �w.rn rER cc•.[artsO (TYP OF 4 PER SECTOR,12 TOTAL) IEQUIPMENT TO PROPOSED TOWER(TYP OF 1) ' GATE(TYP OF 2 x 6'-0")(BY ELITE) m-1 sm PER coMMENrs(SEE DETAIL I,SHEET Z-13) /23 F+t.rER ea.enlTmPROPOSED VERIZON ANTENNAS&EQUIPMENT < /23 c OCCr__ _� _ ($Y VERIZON VV2RELESSy WITHIN PROPOSED u nrr+l coM ENTSt - M` �_-----�-- ---- -^ = L 4 — CONCEALMENT POLE{SEE SHEET'Z-a9) WPK J =P4 COMMENTS WPK 115I85'TO WETLAND W2 �I+'RON 22 --T'-m;- Ic. --O l cuENrconnENrs JcM �a� i J I PROPOSED ISO'MULTI-SECTION II REV DATE DESCRIPTION °1e'�.""'" '• MULTI-SIDED RADOME ! w Z•11 D i I r CONCEALMENT TOWER{BY ELITE) + -- -- -- 1 J L/f f I PROPOSED 70".0"x 35'-0" I I 12./50 SQ.FT.)EQUIPMENT I �� „�� `• !„ D COMPOUND($Y ELITES FUTURE CARRIER � vJ AN C'j K I EQUIPMENT AREA I ''�C 4 JIF Ld AN 70'-O• PROPOSED 6'-0"HIGH BLACK CHAIN LINK FENCE(BY ELITE) SEE-DETAIL-1-SHEET-Z-4-a VERIZONSITE I PROPOSED WIRELESS) WIRELESS"TALL xHAN STEEL PLATFORM PROPOSED VERIZON WIRELE55 Uh1DERGAOUNp POWER&TELCO SITE NO:ALBERTSON MARINE (BY VERIZON WIRELESS) WITH 42"TALL HANDRAIL&8:6- TALL CONDUIT(BY VERIZON WIRElE55f ROUTED FROM METER RACK STEEL CANOPY(200SQ.FT.)IN A I�'-p•x lOr-T LEASE AREA(200 SQ-FT.) MESA CABINET TO PROPOSED PPC&TELCO CASINET ON (SEE SHEET Z-09) PROPOSED EQUIPMENT PLATFORM(SEE DETAIL I&2,SHEET Z-12) '� w 61405 MAIN ROAD LIMITS OF CLEARING,GRADING SOUTHOLD,NY 11971SUFFOLK COUNTY AND GROUND DISTURBANCE EXISTING BUILDING 4 +II >w 100 FO LIMITS OF FRESHWATER SITE TYPE: WETLAND FOOT ADJACENT 150'-0"CONCEALMENT POLE AREA AND TOWN OF SOUTHOLD WETLAND JURISDICTIONAL AREA Ci COP1'RIGHTaf 5'.`1,yp{�ry>Z P.IOP'Riy1J PG LLC ALL W PROPOSED VERIZON� WIRELESS UNDERGROUND *+s a"�xm.c wror tu.t xvamrN+✓`uarxexa„Nrn',Rcv"o.r arer rEaau.mrxNuno•N,r c POWER&TELCO CONDUIT ROUTED FROM EITILSTY `�*+*�"'"-�o• +� camm.:x-. OY•wW Na.Y N01![6wm.Nry�.,pygy�y w SILT FENCE,STRAW BALES.AND OTHER EROSION AND SILT POLE TO TRANSFORMER&MESA CABINET rc CONTROLS WILL BE INSTALLED AND MAINTAINED DURING m PROJECT WORK,AS NECESSARY,TO PREVENT ADVERSE _ o IMPACTS ON WET LANDS. 91EEt n;se rc 1 OMPOUND PLAN COMPOUND PIAN FL'en 3c,�L[.I,�•.I•cwR;:v�•nlEnuzyrs Z-08 :CALL 0.3-•Fg Fm i 0•..I r`ltRttt9 KGs - yf n ! ' !C, I -- - - I [ 1EER T HI .i FUTURE CARRIER t —ENC31MeeRwC3 F.C. 1 PROPOSED 150'MULTI-SECTION EQUIPMENT AREA _ � I MULTI-SIDED RADOME — 1 CONCEALMENT TOWER(BY ELITE) ([cy ' •r.) L.—. .— - -- - - — — — — - -- -- - - - — — - - - - - Ei_IT��1'ou 1:Rs Lr je.. I I SOVTHOLLD ° 8Pl PROPOSED VERIZON WIRELESS 24"0 CONCRETE PIER(TYP OF 6)(SEE DETAIL 4,SHEET Z-I4) ' I PROPOSED VERIZON WIRELESS GPS UNIT I MOUNTED T-0"ABOVE PROPOSED CANOPY— (TYP ANOPY(TYP OF 4)(SEE DETAIL S,SHEET Z-I5) I I PROPOSED VERIZON WIRELESS STEEL CANOPY{ABOVE) PROPOSED N WIRELESS DUAL BAND RRH UNIT(TYP I — OF 3 PER SECT SECTOR,9 TOTAL)(SEE DETAIL 2,SHEET Z-14), I � rwescT,a:STs PROPOSED VERIZON WIRELESS WORK LIGHT DIPLEXER(EYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6, F SHEET Z-IS)&TRIPLEXER(TYP.OF I PER SECTOR,3 TOTAL) I _ CFYP OF 2)(SEE DETAIL B,SHEET Z-12) FOR MOUNTING(SEE DETAIL 2,SHEET Z-15) "�yjr lislnwl • 1 I FCM STATE SPEORC DRECT PHDNE NUMBERS NSIT:WMW.CALLF111-COM — — r m r PROPOSED VERIZON r PROPOSED VERIZON WIRELESS J I R WBTTERY CABNET EQUIPMENT CABINET I I I AS SHOWN WAS JKM I L=-0_1- SEE DETAIL I,SHEET Z-IS } ` ^——— — — — — — J — ( ) 4 L — — J s ow15rz3•1•ud.ttcrwr+ETm JRF Jws f�-•- — ` ` B osnea3-I•rsdHn crMrm JCm Jws \ 7 .0 05123.+E+'Didq+tie#Fail JRF JWS 1 PROPOSED VERIZON WIRELESS CABLE a oan3a3+rx[nruuaTn ERF ws t - RRH RRH RRH RRH // BRIDGE(SEE DETAIL 4,SHEET Z-14) s 01/03/23 UENTCOMMENTS JcM Jws PROPOSED VERIZON WIRELESS DISCONNECT SWITCH MOUNTED 4 12/1422.LLEINT COMMENTS wPK JVVS TO PROPOSED H-FRAME I PROPOSED VERIZON WIRELESS 7/8"O COAX CABLES 3 06/01/22 CUENTCOMMENTS wPK Iws I I I I ROUTED ON PROPOSED CABLE BRIDGE TO TOWER 211/11122 JJENTCOMMENTS 'CM Jws (TYP OF 4 PER SECTOR,12 TOTAL) 1 105 11 CUENT COMMENrs ICM LW' L —— 2 — J REVDATE DESCRIPTION "" z � K0 11 Ni- C, M►� M fl fl Ell I it 71 11 1 1 11 H H uN1j CT ci.'+N+DER C3I� p:@N II I I I SITE IN SITE NO:ALBERTSON MARINE r I 1 I PROPOSED VERIZON WIRELESS UNDERGROUND POWER&TELCO CONDUIT ROUTED M UTILITY 61405 MAIN ROAD 71 ti POLE TO TRANSFORMER&MESA CABINET SEE DETAIL I&2 SHEET Z-I2 SOUTHOLD,NY 11971 ( ) II Q I SUFFOLK COUNTY 20'-0„+ 77,1 I SITE TYPE: L —— — —— —. — J L — _ _ _ _ —— J L— — — —— — — J 150'-0”CONCEALMENT POLE PROPOSED VERIZON WIRELESS 42"TALL HANDRAIL PROPOSED VERIZON WIRELESS WORK LIGHTT' T T T T T T T mTmRlcHrro an.nzdrvEH ExcccrfRc:G r.c uc nu F R GHTS RESERVED (TYP OF 2)(SEE DETAIL B.SHEET Z-IT) E E E E E E E E E E E TMs wa��-ui wcr En TME p'--w"d TME6 wµwc VAS CW1MCiFD pi TD xH IS CFAIPIFD.IIaS dUNNO .1 NOT BE COPIED,PEDSED,dSLLD3D. d511®IIIFD OR PF11FD lNd1 Fdt AH1'OTIQ:R PUf905E WTMWT THE FJ�ISS 1M CdAHT 6 AIDIUTH FNOMED3a0 R.C.LLL p 0 0 �- 9kEF IIiI£ a PROPOSED VERIZON WIRELESS POWER&TELCO EQUIPMENT PLAN CABINETS MOUNTED ON PROPOSED HANDRAIL ^ 0 JQE7/YAM 1 EQUIPMENT PLAN raulNrtwt SCALE:3/4"=1'-0'FOR 22"04'DRAWINGS Z-O9 A nom' _ SCALE.)W I'-O'FOR 11",17-DRAWINGS PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE (TYP OF 2 PER SECTOR,6 TOTAL) (TYP OF 3 PER SECTOR,6 TOTALJ (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON TH$S SHEET) Z '�.�• PROPOSED CONCEALMENT POLE ANTENNA JYQ PROPOSED CONCEALMENT POLE ANTENNA p t k y� MOUNT(COMMSCOPE PART NO.MTC37319) y�9 MOUNT(COMMSCOPE PART NO.MTC37319) Si iE�C (TYP OF 2 PER SECTOR,4 TOTAL) G.E.SsS. (TYP OF 2 PER SECTOR,4 TOTAL) PROPOSED TRILEXER(TYP OF I PER SECTOR, E N G I N E E R I N O P.C. �A (SEE DETAIL 5,SHEET Z-15) a (SEE DETAILS.SHEET Z-15) 3 TOTAL)(SEE DETAIL 6,SHEET Z-IS) ' y PROPOSED 40"DIA. PROPOSED 40"DIA Q. PROPOSED 40"DIA. MULTI-SECT$ON.MULTI-SIDED {{e_• -211 MULTI-SECTION-MULTI-SIDED MULTI-SECTION-MULTI-SIDED p iO RADOME CONCEALMENT POLE MULTISECTION•MVLTSSIDED G scti' LLIre�ToE� RADOME CONCEALMENT POLE A �,,y- •�,, RADOME CONCEALMENT POLE •- --.v kP Y 10 C l C2 FARE PROPOSED 6"0 PROPOSED 6"0 MAIN PIPE MAST Al I MAIN PIPE MAST n 2 SO�OLD a 1"1 0 a !"L ,1 Bi B2 PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE PROPOSED 6"0 MAIN PIPE MAST— (TYP OF 2 PER SECTOR,6 TOTAL) (TYP OF 2 PER SECTOR,6 TOTAL) Call am..,.•eB (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) FOR VATS SPECIFIC DIRECT PHONE NUMBERS —T..WMW.CALLBII CDM PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA O4 MOUNTED WITHIN CONCEALMENT POLEAS SHOWN 4 MOUNTED WITHIN CONCEALMENT POLE a"+r (TYP OF 2 PER SECTOR,6 TOTAL) O (TYP OF 2 PER SECTOR,6 TOTAL) — WAS_ JKM ` (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) 9 06115/23 SED PERCOMMENTS JRF JWS 1�L��• l�p.� a 0511 B/23 ryy CCEt'fl'TTi ICM JWS �M1'S� 43''ti1� 7 0510583 kr. D"ACCP'+7.° JRF JWS 6 0411323':EgSET]R/.€Olw`OM IRF IWS 5 01/0383 CLIENT COMMENTS JCM JWS 4 17/14127•=IEINT COMMENTS WPK IWS } 06/01127--HENT COMMENTS WPK JWS 2 05/1022-HENT COMMENTS ICM IWS I 09/0521 -T COMMENTS JCM JW$ 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 146'•1"A.G.L. �;A- N.T.S. 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 141'•2"A.G.L. D"�"��"- N.T.S. 3 VERIZON DIPLEXER PLAN BELOW ANTENNAS 1-11P=91'111 N.T.S. Rev DATE DESCRIPTION �a" ;e•. ��iEOF E6yr z ANTENNA SCHEDULE I ro _r�N.� FT?I-ucz• 633ri+E PROPOSED ANTENNA AND RRU CONFIGURATION - u+^ M ANTENNA " PROPOSED ANTENNA ANTENNA HEIGHT WIDTH DEPTH WEIGHT FACE AREA ANTENNA ANT. CL. RRU SITE I N: _ SECTOR QUANTITY CONFIGURATION STATUS (IN) (IN) (IN) (Ibs) (S.F.) AZIMUTH ELEV. (FT) CONFIGURATION STATUS SITE NO:ALBERTSON MARINE a Al 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 60' RRH 132/1366a NEW 61405 MAIN ROAD a RRH 135/613 SOUTHOLD,NY 11971 a A2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 60' RT-8808-77A NEW SUFFOLK COUNTY B1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 220' RRH 62/1366a NEW SITE TYPE: RRH 65/1313 150'-0"CONCEALMENT POLE O0 B2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 220' NEW RT-8808-77A COPTIUDHT6_1,nZARlIH k]SDL E£RD:O RIGHTS P,F�ERVED g' a Ow � 94 146.1 330' RRH B2/B66a NEW AUp1x SI -nsI` C1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 DRAUFmDµFWp+`mt AU€SDIEm TOB4Ew1X"ETRwjS"`FDd' —ED, RRH 135/613 .^iaD9µsRR aTmwFoeswHDln..m nTaNIEs pt R6hD UPIXI FOR N!Y G,HEIt PDRNSE QIT TIE EJmRE55 NTdTid OliSBli OF ATLDTI s C2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 330NEW RT-8808-77A []A�NTMENNA PIANS& a CHEDULE anackz 0 Z-10 a a � TDP OF PROPOSED FIRE PROPOSED FIRE DISTRICT DISTRICT YV}#IP ANTENNASh ANTENNA MOUNTED AT TOP OF EL=#5+`.10':AG.LlF >" CONCEALMENT POLE(TYP OF#) Imu (SEE SHEET Z-16) PROPOSED 5'-0" PROPOSED FIRE DISTRICT TALL PIPE MOUNT(FYP OF 2) EQUIPMENT(SEE SHEET Z-16) ENDINEERINO P.C. TOP OF PROPOSED TOP DIAMETER OF RADOME CONCEALMENT POLE MULTI-SECTION MULTI-SIDED CONCEALMENT POLE=40" PROPOSED VERIZON WIRELESS ANTENNAI ELITE�701b'GRS LP PRO_PO4£D ANTENNA I __ •�+� MOUNTED WITHIN CONCEALMENT POLE ' CENTERLINE=146'-I'±A.G.L T (FYP OF 2 PER SECTOR,6 TOTAL) (SEE DETAIL I,SHEET Z-14) �IR PROPOSED TRIPLEXER(I PER SECTOR,3 TOTAL) In _ PROPOSED ANTENNA (SEE DETAILS,SHEET Z-Is) �IIII CENTERLINE=141tZ-±A.G.L BOTTOM OF ANTENNA SECTION L=138'-0"±A. .L 1 1� g FUTURE ANTENNA CENTERLINE=132'-0"±A.G.L �■ I BOTTOM OF ANTENNA SECTION Paarrcw,acRrvlr f I � I'II it �'a iGiir..bc4sw. ��o.�.'°.•.0.'„H.ar.n" II II Q FOR STATE EYECIFlC DIRECT PHONE NUMBERS 7 I KBIT:YIMY.CP11B11.DOM O Z FUTURE ANTENNA II ^' O CENTERLINE=13.8`.7±A.G.L DRaYN wrr. 9s¢can Tm. I III.I O F- AS SHOWN WAS JKM 1 rl ^ 9 06115/23 MCv"IM JRF I Jws BOTTOMOFANTENNASECTION, E L 05/1883 PPc9a lM ICM IWs EL=114'-0"±A G.L III 0510!/23 rn C/ -T% JRF Jws 09/13/23 9CM><CO•a M JRF IWS' II 5 01103/23:1,6++rS +rS JCM f.5 I s 17/14(27 CLEINTCOMMENTS WPK IWS FUTURE ANTENNAWPK I CENTERLINE=1WB T±A.G.L j 06101@ :UEWCOMMENTS ICM IWS. 1 I J Z 05/10/27 CUENTCOMMENTS ICM fW5 11 I I 04/0521 CUEMTC—ENrs ICM IWS PROPOSED FIRE DISTRICT CABLES ROUTED REV DATE DESCRIPTION e BOTTOM OF ANTENNA SECTION WITHIN CONCEALMENT POLE TO FIRE r EL=102'-0"t AG L 1 DISTRICT ANTENNAS(EYP OF I) 0( t . _ FUTURE ANTENNA * �Q C—EN—TE RLINE=54=0'±A.G.L II ( PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON r.. -u� -PROPOSED CABLE BRIDGE TO TOWER(FYP OF 4 PER SECTOR,12 TOTAL) BOTTOM OF ANTENNA SECTION Hill E PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT(TYP OF 3 PER SECTOR,9 RE - EL=90-0'±A.G. ECEE1 TOTAL)(SEE DETAIL 2,SHEET Z-14). :,.1 ..,__tsl' .;rz,,,_,L DIPLE%ER(TYP OF I PER SECTOR,3 TOTAL)(SEE DETAIL 6,SHEET Z-15)&TRIPLEXER -J os:•s+•• it P.OF I PER SECTOR,3 TOTAL)FOR MOUNTING(SEE DETAIL 2,SHEET Z-15) FUTURE ANTEPIN♦A Ir r BASE DIAMETER OF RADOMEI f CENTERLINE=84'-lT±A.G.L MULTI-SECTION MULTt•SIDED CONCEALMENT POLE= PROPOSED 12'-0"WIDE ACCESS GATE(FYP OF 2 x 6'-0")(BY ELITE)(SEE DETAIL I,SHEET Z-13) SITE INFORMATION: . SITE NO:ALBERTSON MARINE TOP OF BASE POLE BOTTOM OF ANTENNA SECTION PROPOSED MESA CABINET(BY ELITE) EL=78'-0"±A.G.L EL=78'-0"±A.G.L PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON 4'-0"x 6'-0" 61405 MAIN ROAD PROPOSED VERIZON WIRELESS CABLE ELEVATED EQUIPMENT PLATFORM(SEE SHEET Z-16) SOUTHOLD,NY 11971 BRIDGE(SEE DETAIL 4,SHEET 7e'14) PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET(BY ELITE) SUFFOLK COUNTY PROPOSED VERIZON WIRELESS SITE TYPE: STEEL CANOPY(ABOVE) PROPOSED MULTI METER-METER PACK WITH DISCONNECT(BY ELITE) -TOP OF VERIZON WIRELESS GPS UNIT I PROPOSED 8'-0"X 10'-0"PREFABRICATED EQUIPMENT PLATFORM WITH HANDRAIL 150'-0"CONCEALMENT POLE PROPOSED VERIZON WIRELESS GPS - KIT ELEVATED 3'ABOVE GRADE ON CONCRETE PIERS V WIRFLSSS STEEL CANOPY ANTENNA MOUNTED ON PROPOSED (SEE DETAILS 1&2,SHEET Z-17) EL=11'6";AGL CANOPY(SEE DETAIL 3,SHEET Z-15) - mPNcnramn.nzmnmwccEeNDP.c.µcol, TOP OF FIRE DISTRICT E2YIPMENT —CABINET µNOME NRE]ERVED meun EL=10'-7 .—Poarawm Homes a ±A.G.L TMiaTi r�"incµ0E a, um FOR wol THE svwl ANI G WAY NOT w To xMOM Ir rs o-aTIO TO j' PROPOSED VERIZON WIRELESS EQUIPMENT CABINET& oReMNc wr xor BE mrTm.Rmsa.asaosen \\\ TOP OF VERIZON WIRELESS CABILL ANET, asmmuRn°"REs,FnµPa roR""''°Rm'PuroDSE > BATTERY CABINET(BEYOND)(SEE DETAIL I,SHEET Z-15) aTHaT THE E>aas waTTFN cwmlr a-,�uN N PROPOSED 6'-0"HIGH BLACK CHAIN LINK FENCE O TOP OF CHAIN LINK FENCE SNEET Tt (BY ELITE)(SEE DETAIL I,SHEET-131 = ±A .L _ , "ACI �` ELEVATION + 0 5'-0"GRADE rl AMSL - BOTTOM OF LLL EQ�UIPM�-E-4 w G�wT'IIN:scale f s{ o f 1.3/16'-I.a'FOR 22',39-DRAWINGS 'SHEEF 1UM191 Z-11 1 SOUTH EAST ELEVATION NFELI SCALE:]/32'•I'a'FOR Il'x1"DRAWINGS FINISHED GRADE-MATCH SLOPE THICKNESS FINISHED GRADE-MATCH SLOPE THICKNESS C- __-- -7 EXISTING GRADE c AND MATERIAL OF EXISTING CONDITIONS AND MATERIAL OF EXISTING CONDITIONS .%i OR AS DIRECTED BY THE ENGINEER OR AS DIRECTED BY THE ENGINEER n — 1 WARNING TAPE WARNING TAPE I- /--f i l T '.4�. � .�. WARNING TAPE ` - —s�K=! TRENCH ENGIN EERINO P.C. I f - - ii - - - { c O COMPACT FILL(90%)OR R ! _ I! --- 1 I�� N.i AS PER UTILITY COMPANY (<.. :7] ±a y �jj pp UN DISTURBED SOIL ,o Z ��--�--- o -e =_ _ � UNCNS'RSRSEdSOIL ._:i 11:7 _ „a E -I _ 1 I F a6 REQUIREMENTS I III _ ELITC�'C�11°Eic5 Ll' 1 - - _ 1 a 1 s.�,.. i _ CLEAN FILL(COMPACTED - GLEAN FILL(COMPACTED 11=11 ..If =_ _- -- 11 = ---- - l�f= ILII IN 12"CONTROLLED LIFTS) -- --- - IN 12'CONTROLLED LIFTS) 6- z l MIN^ -- MIN` f I I f MIN v M9N ` IJ UNDISTURBED SOIL 411 kJ I .,. SOMOLD a,!= dip LEAN SAND .o - I CLEAN SAND ': —!�I-j 3—•j I+�I I^I I i-I i I I CLEAN SAND SUITABLE _I 'r;_ — I}. tl)2"PVC ELECTRIC CONDUIT �t I I� —1 I —�1 T f 1 4"0 SCH 40 TELCO CONDUIT (2)4"PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE) I FOR CONDUIT BEDDING NOTE: (1)2"PVC TELCO CONDUIT MIN N( NOTE: }4"PVC TELCO CONDUIT 2'0 SCH 40 PVC ELECTRIC CONDUIT NOTE: I. MINIMUM SEPARATION PER TELCO AND 1. MINIMUM SEPARATION PER TELCO AND UTILITY COMPANY REQUIREMENTS. UTILITY COMPANY REQUIREMENTS. I. IF FREE OR ORGANIC OR OTHER DELETERIOUS MATERIAL,EXCAVATED MATERIAL MAY BE USED FOR BACKFILL fzET Tnmrtsirr 2. IF NOT,PROVIDE CLEAN,COMPATIBLE MATERIAL COMPACT IN 8"LIFTS.REMOVE ANY LARGE nra4va:unla GNAPHICSCALE ROCKS PRIOR TO BACKFILLING.CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G 1 DEMARC TO SHELTER TRENCHING DETAIL F £H N.T.S. 2 SOURCE TO DEMARC TRENCHING DETAIL m EET N.T.S. UTILITIES PRIOR TO DIGGING. ,ENIa Y 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE,CONTRACTOR SHALL HAND DIG U/G •CIS., n.., MATCH EXISTING TRENCHING. rola SaATE SPED OINEcr PHONE NUNBEAS RIGID STEEL �nsr:xww.cAua44.caa EXISTING MATERIAL&GRADE RIGID STEEL CONDUITCONDUIT PLUG "� GRADE EXPANSION COUPLING 3 JOINT SERVICE TRENCH DETAIL "`""'cl— N.T.S. AS SHOWN rwAs JKH D IQ: __ -- 9 0611 S23 LASED PER COMMENTS JRF JWS - o 3"TRUSS ROD WITH HEAVY-DUTY GALV LOCKABLE, - TURNBUCKLE AT GATE ONLYDpUBLE GATE LATCH VARIES 12'-0"GATE OPENING 10'.0'MAX VERIFY WITH SITE PLAN TYPICAL CHAIN LINK FENCE NOTES -I 1/4"GATE FRAME ALhv'iu IL-11 I. GATE POST,CORNER,TERMINAL OR PULL POST 21/2"0 SCHEDULE 40 FOR GATE ENOINEERINO F..0 WIDTHS UP THROUGH 4 FEET PER ASTM-FI083. — 1/4"TOP RAIL Z 1/2•'CORNER POST 2. LINE POST:2"0 SCHEDULE 40 PIPE PER ASTM-FI083.V 2-x2'-9GA FENCE FABRIC _ L-LITL TOIL"CRS:..P store 3- GATE FRAME:1 1/2'0 SCHEDULE 40 PER ASTM-F1083. ,„XLR- LATCH ROD 2 I/2"GATE POST 3/16"x 3/4"STRETCHER BAR m AT CORNER AND GATE POSTS 4, TOP RAIL&BRACE RAIL I I/2"0 SCHEDULE 40 PER ASTM-F 1083 -7`INTERMEDIATE POST 5. FABRIC"12-GAUGE CORE WIRE SIZE 2-INCH MESH,CONFORMING TO ASTM-A392 f1R ' NO GAP BETWEEN FINISH 172-CROWN FOR DRAINAGE GRADE AND FENCE FABRIC 1'0„ 6. TIE WIRE:MINIMUM I I-GAUGE GALV,STEEL AT POSTS AND RAILS A SINGLE WRAP sI Z I SLOPE MAX OF FABRIC TIE AND AT TENSION WIRE BY HOG WITH FABRIC 14-GAUGE, you` oLD MIN 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCH CENTERS(BLACK) pl'}�— 7. TENSION WIRE:7-GAUGE GALV,STEEL i ---�.`�� STONE OVER 8., GATE LATCH:DROP DOWN LOCKABLE FORK LATCH AND LOCK,KEYED ALIKE GEOTEXTILE FABRIC I'-d'0 TIRE AT ENJOF .D Z SWING GATE 0-YP OF 7) _vLy%*,Q 3-1 SLOPE MAX FOR ALL SITES IN A GIVEN MTA- ! r+ F 3 w p 0 9, HEIGHT=6FT VERTICAL 6"0 x 18"DEEP CONCRETE #7 GA.TENSION WIRE, m FOOTING WITH 1 1/4"PIPE l�7 F CONTINUOUS 10. ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED INCLUDING CHAIN SLEEVE 6"LONG -a 0 LINK FENCING. O I _ 10"0 CONCRETET FOOTING IN SOIL FOR 12"0 CONCRETE FOOTING tZOIL BRAIDED COPPER GROUND STRAP,2 PL INTERMEDIATE POSTS FOR GATE AND CORNER POSTS (SCE GROUNDING SPECIFICATIONS) Z Q '_i➢M'eN}E.ry FOR STATE SPEOFIC DIRECT PHONE NUMBERS NSIT:WNW.CALLBII.DOM - �R. O¢ ALRRAWA S SHOWN S I JKM 9 0611523 IREVIsED PER COMMENTS JRF IWS 8 05/1 823 REVISED PER COMMENTS JCM JWS 1 FENCE&ACCESS GATE DETAIL '"""`""" N.T.S. 6 0511523 kEASED HR COMMENTS IRF IWS _ �STI _ 6 04/1323 REVISED PER COMMENTS. JRF JWS NOTE: 5 0110323 1_TIENT COMMENTS JCM IWS 17/1427_U:INT COMMENTS WPK JWS UNISTRUT PIPE/CONDUIT CLAMP PI 119 CA8INET TO BE INSTALLED ON H-FRAME 3 06/0121 'DENT COMMENTS WPK IWS OR P2558-35(GALY.)(TYPICAL)FOLLOW PER MANUFACTURER'S SPECIFICATIONS TO MANUFACTURERS RECOMMENDATIONS BE ELEVATED ABOVE FLOOD ELEVATION J D5/1D27: MME JcM JWS FORBOLTTORQUE i Damsrzl CUEPITOENTCOMMENTS JCM JWS REV DATE DES 3 1/2"O.D POST 3"0 RGS CONDUIT _ _ kL��l� M1 (GALV,IIYP] �� METER BAN K'MA' -� PROPOSED WATERTIGHT METER HEAVY DUTY METER NAME PLATE SOCKET COVER PIPE CAP(TYP) — -- (TMP> = E W o 1T rs '+ MAIN FRONT VIEW SIDE VIEW u TERMINAL 85.37 LUGS MI SECTION 0 UNISTRUT P5000(GALV) 30.94" SITE INFORMATION: ~� SITE NO:ALBERTSON MARINE r' r 61405 MAIN ROAD SOUTHOLD,NY 11971 // f i•/ / / 1 i-K r yy SUFFOLK COUNTY I( I I I L I - -__ SITE TYPE: J 150'-0^CONCEALMENT POLE 7n I'.II'I r•I'I L-------i l-11••1 l.I h.l / I II l II II / o L'1R]ERVED conTucHrro urn.AZDcvrH II:c� u. r,A D ZD AND FOR ALL W.—V" L—J C J ll �� •awc vws aHTw.cTm w TD T Is aRTPeD.Tws6 11 AUTIDIi>fD Ept 115E RTY fdt YMd TIE OR EAS DRANING DR pB5T�I1hT AY NPDhD UPIXvee!F6RRANY�O'TiER PUim65T: 12OT ElE "0 PLAIN CONCRETE PIER mT THE EI6RE4 mNgRr OF ALIUTI H (4,000 PSI CONCRETE) MESA PER-INSTALLED ---- - ENaMF3RlD NOTE PLAN VIEW 4JEET TITLE: DISTRIBUTION PANEL < I. MOUNT METER BANK AND MAIN LUGS SECTION PER 2 CONSTRUCTION DETAILS MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS o Ut 2 MULTI POWER METER BANK MOUNTING DETAIL :;" DRAPHA E DRMHITAE Z-13 N.T.S. 3 MESA CABINET DETAIL N.T.S. 4 N.T.S. WITHOUT FINGER WITH FINGER WITHOUT FINGER WITH FINGER 4` 53 I}`� I�� GUARDS GUARDS l GUARDS _ GUARDS I_ _ 1 I,i.l JY dlk- .L_ �u/�lJndr "'" '.•.'r" I B°� � ' k � !Pl 5R � +JII 1p1p1 � � �• Ii�IiiIf81[� f I.l rninr1l1n1111r11i31R, „ .4 Mite •,•••••,•1•••1[[ '"11fu 11....,.«.....,.,.«... ��° � !]It'-�----"111111 v{Iiiee EN I�Ih EERINB P.C. [Top view] f.. ....:l [Top V-1-1 [Top View] ....... - — [fop View] t5f3601 , 5.813(403) 14.98 i340 1566(403.5) � ELITf:��IOU�RS LP `�IIIIIJIIIII�li111111�1; '- , . ��l�iilll�l�I�ijl�lJl�� - - - � � b!I!lii�liliiil�li!!�!fil�i � .._ a H !1!!i!lI�I�Ui1111lIlli!!l� � �1� I trlllllll�lllilllllllllll� o �'Iilllllll1111111hh11�`. 1496" 86" S�LII'fHOt.i1 . _ _ � �Illllfllllllilllllllllill � � a '� IfIIIfIIfIIIIf11111E1111111 � � �� tr[1[[[[;III[[t[III[llt[I�� a I[I[E{gl[I[Illllli[II11t[! _ 071%j Mgt)Rgums [Front View] [Front View] [Front Yew] [Front View] .I EF :Ll WEIGHT 59.52 LB I. SAI'ZSUNG-RT-8808-77A FOR SPATE SPECIFIC DINECT PHONE NUMBERS [Bottom View] [Bottom View] REMOTE RADIO HEAD MSIT:WWW.DAL16„DOIA ]Bottom View] [Bottom Yew] NOT TO SCALE AS SHOWN WAS JKM vc '• OYI 'j uPERcc ri,m p•^5 SAMSUNG-B5/B 13 RRH-BR04C RFV01U-D2A SAMSUNG-B2/B66A RRH-BR049 RFVOlU-D IA avLV�3 0 �TI�T:PER� IoEI.t WEIGHT=265 LBS WEIGHT=94 LBSNOTES: 0$KSQ1 x1 pPER COMMENTS JM 1•R ANTENNA FACE AREA=25B SQ.IT. ANTENNA FACE AREA=4,45SQ FT. HEIGHT: 15.49" HEIGHT: 15.49" 6 0013/23 M10 PER COMMENTS IRF ry,r: I!`1A WIR.¢LESS•mxO6FIT26r NOTES: uuwuttesS.MXDWK-43 WIDTH: 15.88" WIDTH: 15.88" I. RRH MODELS SUBJECT TO CHANGE I ONIDI I19A KCOMMENTS IGS P+s I. DIMENSIONS SUBJECT TO CHANGE DEPTH: 10.03" DEPTH: 11.93" BASED UPON AVAILABILITY AT e 12J141221,~COMMENTS wPl: InS BASED UPON AVAILABILITY ATTIME OF CONSTRUCTION. i UAjr3;tour COMMENTS wPK 1<Y; TIME OF CONSTRUCTION WEIGHT: 70.3 LBS(W/O SOLAR SHIELD&FINGER GUARD) WEIGHT: 84.4 LBS(W/O SOLAR SHIELD SFINGER GUARD) 2 4S0/22�KTCOn ENTS ICF1 1Ti: 1 ON41L:1 tW.: I'.M Iw' 1 ANTENNA DETAILS "" "` " N.T.S. 2 RRH DETAILS " N.T.S. m:PUT. PEST- RE OAT NOTES: POST CAP(TYP) K �CT fi v I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS 4 RECOMMENDATIONS AND VERIZON STANDARDS, * y HEAVY DUTY 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. cRIPSTRUT fO 2'-0"WIDE 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. n U w 3.35" 8,98" a LL WAVEGUIDE - -- r 4� �� CROWN EACH Ffl El = FOOTING 2"A.F.G. ! o`v6 X41 J A�r V ITB■ r — 12. NlsHrI2 GRADE nn 1n11.L55 IIQY CT10v »o° I 0 $° C70 I '0pW DF ULR..ID K311 TIvS DOWMENT. K 00 CV O opoO SITE INFORMATION: —COMPACTED � SITE NO:ALBERTSON MARINE 1 5UBGRAQE V C. YI CONCRETE 61405 MAIN ROAD I'-p^ '�KFOO-nNG(4,000 P51) SOUTHOLD,NY 11971 SUFFOLK COUNTY NOTES: Q [- SITE TYPE: I. CABLE BRIDGE SHALL BE SITEPROI GRIP STRUT TRANSMISSION LINE 4=i 150'•0"CONCEALMENT POLE BRIDGE KIT(PART NO.I B24D-216T3)OR APPROVED EQUAL 2, ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SIDE VIEW FRONT VIEW 3. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABL COP"UGHT®'��'-N�icx —DNL`P-c.uc Au ME NPp+MATIW WNTA"EO xERF)x 6 BRIDGE COMPONENTS. u°xiw�P"'rnO IisE aar Br THE PANTr POa Twrow TxE TWPLEXER AKTx v Oa CTEO w TO—ITIS CER_6 _ 4. SNAP-IN HANGERS,SPLICE KITS,HINGE KITS,EXTENSION KITS, Ar NOT BE Crohn.NEu9]],asawm. STIFFENERS,AND OTHERS MISCELLANEOUS HARDWARE SHALL BE p�a's�TTE W rsE v—PON Am ohne Pu ` MANUFACTURER: RFS E EW MHTTEI![OISlIT OF A]]IUTH w PROVIDED BY THE CONTRACTOR AS REQUIRED. POWER SUPPLY: FD9R6004/IC-3L .5-1 Pc uc 0 5. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM NOTES: -- -- — - w BENDING RADIUS OF THE COAXIAL CABLE.. DIMENSIONS: 4.65"Hx89ir Wx3.35"b Sim MILL, 6 CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC,CONSULT I TRIPLEXER MODELS SUBJECT TO EQUIPMENT DETAILS-1 aCHANGE BASED UPON AVAILABILITY WEIGHT: 10.69 LBS MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS o AT TIME OF CONSTRUCTION. ; 3 NOT USED 4 CABLE BRIDGE DETAIL °"I:"FC�"� N.T.S. 5 TRIPLEXER DETAIL `"""p"`"` N.T.S. Z-14 �.,� NOTES: m f/r c LIFTER EARS 377 I. MOUNT RRH'S AS PER MANUFACTURERS RECOMMENDATIONS.. 2. CONTRACTOR TO VERIFY THAT RRH CLEARANCE REQUIREMENTS ARE MET. 34 1" 21 3.8" _J 32.0" 37-8" 3. JUMPERS&CABLES NOT SHOWN FOR CLARITY 4. RRH'S SHALL BE SPACED A MIN.OF 4"APART ON PROPOSED H-FRAME n i GPS ANTENNA 00g^' Q Q (PROVIDED BY VERIZON WIRELESS I UTHI O INSTALLED BY CONTRACTOR) ENDIN EERINO P.c. O OO PROPOSED RRH'S �* I I CABLE ENTRY O (TYP OF 2 PER SECTOR,6 TOTAL) S t a I x IMAX GALV. ELI L TULI'L•Et5 Li' (TY P)� STEEL MOL MOUNTTINN G PIPE PROPOSED n c O N PIPIPPEU O ABLE ENTRY HANDRAILPOST PIPE TO CLAMP �•��, 1/2"0 GALV.U-BOLT t COAX GROUND KIT tlReO (TYP OF 6)REVERSIBLE CABLE BRIDGE POST/PIPE MAST LD MOUNTING COAX CABLE(AS REQUIRED BY �KITS ANTENNA MANUFACTURER) 1.11 OO DO O PROPOSED UNISTRUT ! 6 AWG GROUND WIRE TO I ' -- END CAP LCUG�OU NSG GROUND BAR ON POST 34 6" ! I ■ _ : sIr- •k, PROPOSED UNISTRUT(TYP)(CUT T(7 NOTES: ESOF016-ECA01(DC-AIR/DAC) ES0F024-ECx01 CABINET LENGTH IN FIELD POWER EQUIPMENT I. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND "•, HEIGHT: 72..0" HEIGHT: 72 0" CANNOT HAVE ANY BLOCKAGES EXCEEDING 25%OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA, WIDTH: 317 WIDTH: 320" �..n w+wn DEPTH: 45.5" DEPTH: 34.6" 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FON STATE SPECIFIC DIRECT PHONE NUNBEAB FROM A MINIMUM OF(4)SATELLITES. VERIFY WITH HANDHELD GPS BEFORE xar:wxw.cALLen.cow WEIGHT: 578 LBS(RECTIFIERS& WEIGHT: APPROX.690 LBS(RECTIFIERS FINAL LOCATION OF GPS ANTENNA —7 EQUIPMENT EXCLUDED) &EQUIPMENT EXCLUDED) AS SHOWN WAS JKM 9 06/15[23 AVAgUlutrr.s:.nai JRF JWS 8 05/18/23 E SEDPERCCMMENTS JCM JWS 7 05/05123 RMSED PER COMMENTS JRF JWS I EQUIPMENT CABINET DETAIL -Z-;.- N.T.S. 2 RRH MOUNTING DETAIL "' r. N.T.S. 3 GPS ANTENNA °""""""` N.T.S. 5 04113/23 UENTOEMMENTSMS c JWS Pln LLN nxri IC:FEETI _ — 5 01/03/23 '.HENT COMMENTS ICM IWS NOTES: 4 12/1422 UEINT COMMENTS WPK JWS 3 06101/22 CLIENT COMMENTS WPK IWS _ — I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS 1 2 10511022 CUENT COMMENTS I JcM Jws RECOMMENDATIONS AND VERIZON STANDARDS. _ 1 0410521 CuwTCOMMENTS JCM JWS WoeflolnAe✓N R,eG7 ��- 96Y DATE DESCRIPTION MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. _ •! E PNTf COaz40N065811L _ PROPOSED UNISTRUT s ° END CAP f? 3, CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. L5" 6.5" � } r K M p PROPOSED 1/2"HILTI HIT-HY �- 70 ANCHOR W/3.5"MIN. EMBEDMENT(TYP) L] o R E rT � To FER.v r�' `n 1 PROPOSED ELECTRICAL PANEL (MOUNT PER MANUFACTURERS �uPami FDR RECOMMENDATIONS) \ SITE O1Q: SITE NO:ALBERTSON MARINE 61405 MAIN ROAD SOUTHOLD,NY 11971 SUFFOLK COUNTY COMAGOOPE MOFN"CaROUNA SIDE VIEW FRONT VIEW SITE TYPE: nirc3r3,e 150'-0"CONCEALMENT POLE s.oar r a1Pa,n ia,meE�Dc a gip+ LieI DIPLEXER PROPOSED TELCO BOX NDN STO AZIMIffH ANTENNA MOUNT MANUFACTURER: RFS (MOUNT PER MANUFACTURERS A A POWER SUPPLY: FD9R6004/IC-3L RECOMMENDATIONS) counTpNTOuoArcraAvaHswTn cm„cFr„TuTYom.t xuATusD�aERzDTDnm�anawYaP�eroHDr eroTri4nHncE a wvEuEr lcxRIosnxvFracADnnRPT.mcrnHoHuuO. cmmaN`su s-- DRATRID WY NOT BE CORM.RmSm.Psnos,n, DIMENSIONS: 5.8"Hx6.5""WxI-5"D °N D F� DnEx vu M1XWT TIE EIORES Y(diTm CUT4M OF AIDIUTI N PROPOSED PIOOOT tx'F"taO"�" Ct '� • NOTES: WEIGHT: 26 LBS - —- - UNISTRUT(TYPJ(CUT TO . 3 .o � � •i SNts nnf: LENGTH IN FIELD a I_ DIPLEXER MODELS SUBJECT TO EQLJIP�tENT DETAILS-2 CHANGE BASED UPON AVAILABILITY a AT TIME OF CONSTRUCTION. T7 - K rIMIMiC + 6M,SO�9: tALl 4'RAPHIC SCALE S 1 Z-15 4 ELECTRIC TELCO RACK DETAIL N PEFO N.T.S. 5 ANTENNA MOUNT DETAIL �,aT:, N.T.S. 6 1 DIPLEXER DETAIL A N.T.S. - - - r o Single section Multiple Arrays - c.,r Ga 1i.rr b.+. irl+am { ,roUu _ � s. l �]awte]a.M.�r..rrwwmnwnl.r.+w.n•.rm•,l,e�•.:e., ,sls_�?_rrrllosr i� 'x� � wewu tx],aa .ri.rorrm w.1rrN I i ysw t.LE""' s�.i.�nPs-0,aP.Hms.` \ ,..•. [ u x.iwo--. wxov..h.c. ,mu.w l = _ '� "�`�-tr, �nn.r.rm.m+.c •�.-. :RViOR trmf rr. 4't�b i _ IZYi' islI pTi,G. wvavLr yl`III-\, Q/Itp ILC E''Il .- OR 140Y rae0.-vrrcw 490piPrY L ! v.+Tisa 6�C�SiK..V .:.d we�rn �r�sr E:L `E 6 t G �l L EN E3IN EERINL� P.C. mrtrww= >aaaitiicacl 1s .._ Dual section eombinahon Dipole Arrays +.usaFrnw s w � -iT„ p° 0� r" }rµi-Y.K�e p-nr.nuwer,.,,ar M- -- - - _ _ - -- = ._-•_`�. srs.�ilwr ,x gear a r nrk-,.... - ...., '..rrrr.wrarr. •>r- h}ARRR stoma 4i.rw h..xw alariR/W -J o-r.�nwa.a rwcar lu[ov 'a�raa mor r.,e�,+rn EL 7 r.wr. rriara4'++ noavunir 1 f +s�L+ .1 .nl.ee aRasse•leusnev.ae.rw ELITE\T -25 LP .._� ...... ti •nw,c>lrmtsar onvarra�e�rn4rwla.r.... wv..- - -- axe.asil ..avar4..�.rw.wl.r.. wlivw-. rs+.Qc..,a � cA4oloiPta� salty w.Rrwrr. a1a•Rvrs. °. s.,_-.,� wu. rmvwsan,• , rit^ n �SJr=erc twin rsaas mp4souw ravn. - " n. �.-� A:K i+r hiT yno nrelii..r4nm - e+4eratn sasawwsina riirsnrrola rtshlare. vre�w�.wr ae�err�>r,r....ra><...nsa a.alt�s.m W rn1>ti mi.•...iu.re Q:._.im.., ��"`C _. sAa�. i.srrea.r� aiHih'JFrai n.w-...r..« w,r- n..or.= � nmorr+.Ra :v.b®,�¢za.nrxem.o.w.n.u_ @p//r{af�/��{ �jwlraaw m R1^r.�rrR-.,v.n.!•.ea a SOY i fit/ILD - ca:M1 +.rr.w.rtur..rs aysaw - +i.�te.wxwm :ilu�ssl¢a+wmsat¢r.aWlaimwiaao..aw Doty to rraaeaer 4asd4ina � �,i 4Na .x ra wmiirRee .. . `� snaun aecra aro lower so=lore onywhl�,in:ueea mro:pn rwness ho mnr,cn T.aa nwlxmaainr:enbl rxlrov�.r +..ti �.p m nti.aaacainLL cx«.a 5—Y.-p—S-..'karn mr ranac el St.,dore UHF Arayrs w.dH la.b 'Aq.tiFYWIN.MN,rwMVF moo K fnt P WMn oNe'na o tl,n!6etlion Cwnbnaban e•roy you w,i-d le aecr w lolbws nr W3 E S 1.S,- your bier S—iron Inc,lin chore eg 9AHOGTL PWS z sFaohrv"rs„ya roper seeilm bom our raagP o�elaadyd uH=AnaYa .ArAn=>.�-�, ,P:.`z.u � usrs” e `alVi/.1,0'V ovdhmm l¢6bs�Aru�bemMmMO brN s,9¢meu•pne Nl av,asuse Loc Arne NrN.�a 0 d Combination Collinear and Dipole Arrays v ��mwavl�norrear• icroynmwmeumvarcm�il oo�rzrr me ,r2rebrxm,�amla�rb.-nemc o�,mom ya:mve�reosmecianse I .w n - 0 -- `.--_ —.•I�iy,T -'�, i..rt»ksaD aeS]x�e Wal ctea Ne Hr1A/n56e,x labem AFSev]Mtlrel of luaR ^r MAO— _ .Nwx+ry 1rnu.e r11r4.Lea. _ _..i sK,...mrarwRw .Niwr t4.s 4hmR :.rmanss easmav �rr.�u� rsrwJrrtels�1R61w-ergo ay.:r 1•vsv.PRr�,r.�,o v4rsR +.� _.meow nr.i�lPursx ISaUiaR ta�rrlab: Irrlrr�Y,ra •94i4W � s,�-'rm>:irvr..i3iSre,1 �a�y1ra m;p _4Wrra�+ �Sds i �nAK;Jr nR krm l,s..ewueaONie r �.�y1.LY'� - ,w 5"alra i Hri FF,m •-aro,i ub��.mvrrCi:+ �a�i.aa e�N�9r r.:ea s.srsinar.sesi.iniwras 4p"aft ,n,4nzEnzsen-n�n�. _v" r.fR1.Mr 4111061aY ne �� These lonerembcre aro loran v4lM1 COLemes mllurears.lney we Fiortlee WfJ,a NmapM1 l,amas5lo cvnnecl your enox a' ��m 1L rA �� FIXi STATE SPT..v—CR 811HONE NIIMBQte Cale NHF),MLts MIF)a COL17 NHF)mibnears Hsn:wxw.cAlEeM.care c moon waonnPacmanouon mmnea.one e,eao ormy you wlu nooe,P From as la1rn1. Inn u,a,vmriiah r,�,a�P-,�,,.aa.a�".a s*. € 1.sFaaronorsewer sec9an koro lbo bslamore ag ■uS AS SHOWN WAS fKM z SF VYoorCO!mli ma•eeixx COL15.COLi]cLRlq:COtS lm,e rememha i0 soenly heavang4 -- 9 0 1&23 N.9 PER COMMENTS 103 JWS C 0&1 W23 4M171E0 PER COMMENTS. JCM JWS 7 061GS1:3 Myntb PER COMMENTS JU I113 4 04113123 AIIN a*PER COMMENTS JRF JWS 1 350.520 MHz UHF ARRAY CONFIGURATOR DETAIL 2 PTP 630 FIRE DISTRICT EQUIPMENT DETAIL s 01iWr,3 CWA COMMENTS Ics1 JWS 12/14027 MWO COMMENTS WPK JWS y 06111$ dCOMMEUTs WPK 16t'3 Kl'•' 7 Dk1Y17 COMMENTS ICM IWS 6:,475!71 CLIENT COMMENTS KF' iW5 GEneral Inside Clearance-Less Flails Weight Height REV DATE DESCRIPTION 205 Los.assembled -IM., 275 Lbs.shipping weight Width Doors -23.625' �+ . 2.secured by three point laLiing system peply Locks vlocuslamer sue"l,dpamocl¢ .See racking specificz0ons ••7� •Sealed with 675"aluminum tilled gaskets _useable depth C> _r Material Doings AFf U 125•'AlummexE) Finish:Painted cream NEMA Cies.Types available * S IAFpropeni-Non-Iarraes NEMA3R(Venled),NEMA4 U - venis (closed loop-alc),NEMA 4S 30 bottom lowers per door paint Tested 141up towers-Inmp Wvar, -1000 Hour sell Spray(textured) f� underAlumishieldS -1000 Hour immersion -One n:movable flterpoell per door 14 Bxed filler pads In lop cover Door Opening Clearance h t9 "..dies Zine,Patllocidng H74"hi A..UCEtu.E'13#' Width - Rac):ing Specifications .ig 5" X k AHr P{fiesaN;•.` •/ Rolls Exterior Cabinet Dimensions Two sets 19"Rall standard ilirOFR TME (for additional falls an accessollee) Main Body 9 . 66cu�nrr Nadine coated -Helght:7623" -Holes lapped for 10-32 threads -Wldth:25.5" —� �-�- - Each rail supported by three R-Smurs— Depth:34" SITE 11 WA I V N: 125"Mo lenal(Numlta4p) AlamishleldO SITE NO:ALBERTSON MARINE Spacing -Hangdawnheight1.71" .1g"or 23"Racking available -Width:29.46" Useable Height geode 3667" 1 -Usable racking height has been revised Handles 61405 MAIN ROAD to only 6t In Ne opening of the door tem •Probude 27" which is cabinet login minus 475" Total Space Occupied SOUTHOLD,I�TY 11971 + Maximum:mck u Ncgh:28AV" SUFFOLK COUNTY Number calnu of number R units per mR sirt 42 .IA4dtr 2.46^ Toll number RUQ:Up to 34' Oeplk 37.75" Useable Dep N -Maxlmum:305"Minimum:2275" SITE TYPE: 150'-0"CONCEALMENT POLE T., ]475^-]621 s- 74 Sr-74 —I4ST-]4]E .19' Sa af! mMEaFOmunP WEDR iD HETTH IS IID fill USE D OR ev THE PARTY CER m01 mE DRAMCONTRACTED T aE LORro,—SEE.pSCLOsee. cTm oR To,uou it is isnmlE,rws t5E1P y45rc 265T ]OSP WORN RHEO11E0 UPOx FOR ANY OTHER PUArgSE > Canter ]OAP-4]OP raw 2415 wMWT TIE ExPRE55 waTlal CQ97iT e,—uTH ENOHEFTaeC .C.I1L. rN ]4]'-3]oP 295T }ltll' z 'Front and Rear sets of iaLs allow same ]a•-]4a• .im - 'dnS7tEFtf11111E: equlpmenl to mlk bmh dimclians providing action ax-xxr a25• wsP up to BPI RU FIR -1 _ 3 OD78DDC FIRE DISTRICT OUTDOOR ENCLOSURE DETAIL 4 NOT USED 5 NOT USED saET i Z-16 a o:—:Fk� REM PARI NU, DESCRIPTION IQTY. WEIGHT NOTES: - 1 rC7902C!lOB.01 S'CENTER CHANNEL 4 86.28 IBS I 1 0 ALL METRIC DIMENSIONS ARE IN BRACKETS $ 2 TC79021010.011 ID'SIDE CHANNEL 2 113.57 LBS! n 3 TC7902.03 I CHANNEL ADAPTER ANGLE 8 7-07 BS �■! 6GWf{1.iC7 208T 1 4'X I2L1`BAR RAPIN € 4 14 L FF F f 5 0-05205 5/&-X 2'GALV BOLT Kai 32 0.07 LBS (d J 5 ;✓<� -ti fo'. / ` p� 6 5 SIT GA'V FLAT WPSHER 4 0.01 LBS �' e, [ e I 7 GCMG$ GMT—NG CLIP , 7 1"` I t; n177' E N O I N E E R I N E3 P.C. r-3^�y 1.� r \ ss ■ — - - 10'-0"[3048] ✓ L' ,. - »�� DETAIL A 5-4 ;I ALL CORNERS ELI7ATOU11-Ss P f 9 JSDMl E, -- - - �--� tom. SOALD V 2438. -01 401 1 YAC75 17'pA,}Y W4'4R ` D A i'7[HlY 9O[r ltif 03ALIS I � Y-nfN L'S W1y¢,37T ie I L/ IA i YR35_ i YiIAT+t.. � 6 7 —M. tC.Wli7 l 1 �✓�+I / � u1 -1H1 I I 7 9191 3 / Ct%' I7 NAtg3Ap,N0 _ t Kf *O 7 SNISy KCaIIN v a ■ 9.0[228.6] 1 ThR11 Mit"•.Dt IMOA11E FIXi STATE SPEORC DIRECT PHONE NUMBERS 1 • 1 TF4 MMy7 Y t5 MSIT:Wrr.CALLBII.COM = ii N6GPnNtiY M1N'IOci/RFT NL i 032113 � tIR>�■n l39+arstcaalr4;seuAY In ASSHOWN WAS JKM i7 731 v5 SitEivr hilm"r I W 1 se 4fF2L45 9 06J15123FC-U—COMME-5 -W-Ti IRF JWS B WNWTrom ICM JWS 7 05105123P WV% JRF JWS 6 0411383O,- T IP7 IN'S 1 EQUIPMENT PLATFORM DETAIL(COMMSCOPE PART#EQ-P081&I3 ADA) 2 EQUIPMENT PLATFORM HANDRAIL DETAIL(COMMSCOPE PART#MTC3979HR AD A) 5 01103123ENTS ICM JWS 4 Iz+I4Rzm WPK Jws NOTE- 3 0610127ENTS WPK JWS FINAL DESIGN OF PIERS TO SE CONFIRMED 2 0511027ENr5 IcM lws ITEM NiO. PART NUMBER DESCRIPTION QTY FOR MTC4045HF65 QTY FOR N•ITC4045HF55 ONCE ELITE HAS PERFORMED A t 0410521 cuwrcoMMBNn JcM IW5 GEOTECHNICAL BORING AND PROVIDED RE'Y DATE I DESCRIPTION a BY 1 8-05345 ! 518'X 3-12'GALV BOLT KIT B B A REPORT. 2 UB-4355 j 1/2"X 3-5/8"X E'GALV U-BOLT 10 10 a A 1, 3 WF-05 5/8"GALV FLAT WASHER,1.70D B B O, 5 TC4045-01 SQ.SUPPORT WELDMERAIL, M'6' PI E60'LONG 2 2EA MTC4095-02 EQUIPMENT PLAT OIRM 1.0 TED b ND LO GENERAL - - 1-1 ALL METRIC ENTS,DIMENSIONS AREINBRACKETS PROPOSED (SEE DETAIL I) 1 2 FOR PATENTS,SEE lSMrW CS-PAT COM 6 TC4045-12 BASE PLATE,3'PIPE 2 2 y 3.0 DMANIUFACTURNGISPECIAL REQUIREMENTS 7 -034 PIPE CAP 3112' 2 2 BASEPLATE 4 0 TEST 0 50 PACKAGING a IPTCR01 END CAP 10 10 O I- ,�4 � li• � R PROPOSED ray Lace: I{;v -L •- '" i6I69I s/ 1 HSS4X4X3/B COLUMN PROPOSED UTILITY H-FRAME L. I'.6` (SEE DETAIL 3) 1T - il• c ' 1 PROPOSED 1z B'3ss; 10'x10"X3/8" I-IJ2' GI 114 TVP BASEPLATE TYP I � SITE INFORMATION: GRADE LEVEL PROPOSED GRADE LEVEL SITE NO:ALBERTSON MARINE PROPOSED 5/8"A615 HSS4x4X318 61405 MAIN ROAD ANCHOR BOLT COLUMN SOUTHOLD,ATY 11971 TSB EMBEDED 1'-6"IN PIER PROPOSED AVA.ABLE (FYP.) i0'Xlo"x3/e" SUFFOLK COUNTY BASEPLATE f• PROPOSED PLAIN CONCRETE PIER c (4,000 PSI CONCRETE) • PROPOSED PLAIN CONCRETE PIER SITE TYPE: s n (4,000 PSI CONCRETE) 150'4"CONCEALMENT POLE J PRDPOSED � 10"XIO"X3/8"PLATE mrrtucNrm u'n.Amnrrx FSicpVE£Tieit;r-c,LIL wu �—- - uwcME NBFSERVBO oR Arwc.xo _ w coxrA...... By - _- C `y�/�f I'-D"• gN,NNI:WY NPT 6ErC61m.MISm.p5GO5FD.TME e !l111��// vaac rAs ca+mArnn w ro xROM rt Is cwrcnn.n.s > ?- B[1ic3i 1 r dsTMrRe�utrm�ERE misarr�aFi I _ H �91EET 11TIE z a FIRE DISTRICT EQUIPMENT-2 v o 3 UTILITY H-FRAME DETAIL(COMMSCOPE PART#MTC4045HF) 4 EQUIPMENT PLATFORM CONCRETE PIER DETAIL4 UTILITY H FRAME CONCRETE PIER DETAIL Z-17 a 12 o NOTES TO USERS LONG LEGEND n Tba map,c for use,n Int-,619 the N.l:onal Flood Insurenm Pr Bam II ISLd.'a'll Y tlx s'i SPEI']AL FLOOD HAZARD AREAS SUBJECT TO R4UNJATTON N 1",nm n-ssalil'1111,all areas subjeq 11 RCodm9, lmlady Irom local Zeta.[ z0tex SANE% a" BY-1%ANNUAL Df ICE FLOOD N Dlnag.z.uroos o smart she T. c.mmunhy map reposttory enoultl be .SOUND ZOif[x te�0a3 tT I r nwnaulletl lm posBNe upeMed draeal onalgaod hetet'nlarmmlon seiV606R ,Qt`,!I tMm ptii I pi-It�ambmmadn lase t-. 1.Nsa LA .1 To Wn-m e dWa d nf.nn b. w rn a Bae.Flood El...b.n¢ +, r' NIe`mi mrue MAe�e fm�c Tp esd reed Rlye \ 'BFE,I)In or 11--ya have been Omeem nedusers are enmureWM Ip wnsulr Za✓��P -.A A PoAi ACPA-,v1 VE-A--__`,___ Ile Food Pmflea antl F.Fb Date and/or Su Mary of$1'INaer Eleval ons M m< � [ ® aehcconte n.d.1i.the Food rsuranw 51udy I.repoh Nat aavmp I GTs�a/TLLV}L@ :P/y`�i •a ]ol.a rWr'rle,aoar rat,Y sem` IM1¢FRN Users l.1 i.aware Mel BFEc shown on the FIRM mPresenl (q[i ar-rLl 6•r�l$aIAP y,T,F y'Ta.'4 S-'} f x.N=_AE ti.Rsa[MaN aar.i m rounded who e-•aol eval ns These BFEs are ntentlee for Ao.d Insuran:.e �';Y' nn no purposes only end sMuld Hol be used as M1e sole co of Oood 'V 3prEpx m l Pmc ek..:.n nI_I.n A.,dnBy A., ab.n sale pmaem FIs zcNa tc - GR! 6 �d,,,1m '�11BBv'YO15°mv„y s� EN[31N EERIN[3 P.C. +' report should ba uW zed In mmuncl.n e*n,the FIRM orepurposes .t. .AY l.wA. roE nMretlan enNor Roodplmn management Z V O omda®.,a J� (��mennorP 0m aap�e-moz. C--Ba.FlooO.-I-IBFEsI zbwn on Ms maP apply mIY ,ate s j •5 -.AR �Ia rmr wrac sea HmvC��aoc��ua mare �(t� • - I IantlwaM B D D NWh AnIbnran VDllw Dam of 19M(NAVD M)Users M MIs S tlnCl -'aY rA A F FIRM sh.Wd M aware M.I rumlB III alavB are Bao PrDNd.d n III f '�• uus aV sr..•r.r'f mem tyre-n s�trtnV'-a++ �- Summery B SL 1,-E-1-ane Tr.mem Daly Mb es n Ina Flmo ncumnoo fpN'F Al: m on error r T• ry+ I� Study report for Iles Nnstldbn a A,m shvYn'n IM Slmmary al SBllwa.cr _ 5 low", LL�TI�1 Q«LRS LP In.�y Tsr E'eaabom and TrB7. CWW tabes zh.Jtl m use0 tv cont.-atll.r ,5 ' F ¢srsnlmos mnaumr, ro eme Flan aea.e ! now It n Mb_ I purmses when MeY are h It. the Bt ons shorn 71'. ,pt M ^ear""aa .:",oma FIRM I'ha bl Me"Pod s were ma atWeItl mm W. s} zdhEv D m �w �p.orV n W ease Fmc bw.een wss amkna The 11bodI were basad on hydraW.wmdeml.nI - :Ora YE Aon rare wrn teen -t 1Rt wAn rMerd tP re.Wremems.r rte NW Flwd Insurarrc Proglmn FMPewey ,p' 9amrsC wlmry tomb(waw a�N eae wldms and 9W.r Perones.R.odwey I..are p-i-r Ina 11-1.....ntt ! � - ®�/ FLOOOWAY AREJSIN LUNE AE Sbdy r.,I for lH¢jO deaon ��y '{ TheAo�eMeaam Bz vean�sanY tamltfv®an al�.e'I:ar;mlel'Tre CE-ae I In Specwl Fled HEI Areas may M pnAmW by hood bmo ew da tm mrul me Rs cm eemTmwea:s:mmva„ansa �A1 X11 o i\ tr.l a ares RBm to.1.n 20-Flmd P.-In Moaur.c.1 Me ,.� 9 •1 1/{If �„ /ash Flom -,--oSludy n,,rt br mlormabon On Mod obnlml It—In MIs a fRFfR FLOOD A1>_FAS In-,-- v I...on iota% arms o10.3g3 a wee req seas d•x mw vv:¢IOL xrN Fes'{ Tne PmkDlon used m ft prePHe.on.1 MIs rMP oras New York Stae Pla .• •N.•• 1 �sc�n mae a areausome�tov�resmm.rxwe`n�`wna rmd {-! FIPS[ONE 31D4 1n h.rl.-A dalum was NAD B3.GR560 cpha.Id L V .. - f` DAfererces nT dalmn asfLlerdd proledbn or SIBe Pbne x _rig'Ige _ OTTER AREAS - ptlmtlodiw of ERM.br Mje:st IUmd_mry r..Wl nnalgB pm'In' �7 lots% pass tlaem rd mre.IaDV:e¢iae anise rrnrer tan More-n map lemur¢.tors F-imlmn Loune TMse CAkn,rc do •'„ -- s x , ,b.H Me We B,dMSFIRM , T�ZZOWD Alm51nµ1ir11ndl'am.dlmerndamnn4.. . Fleur eleva0om un Iles map are rB.renwdlo Ile Nath Amelwn Verbwl Oabm h Ea.S�x:� COASTAL BARRIER RESOURCESSYSTEM(CEI AREAS .r,9These 1-eleve0ons must bo wmpeme F. inions re and gmuW u `�^.-y /'l. OTIERWISE R3OTECTED PAFAS(OPA) verk�� ale I wd M Aha sem .1 11 tlalum FD'I m n, r.Ennnni n I-...Me Nalbna!Ge.debc Verecal Datum of 1929 antl the +N .Y %'� ��; ?+Cave+TF.v ter. nt✓.�r�t-1ssr.mµmm A,� VerRra D.-o1 19Bn v Me Nel one Gaod.hc E-W webs tae co nlacl lh1 Nal1.nal G e000vc Surveyal eve mus dwcellm�anm ary e IOIbwlrg edtrea d• Y x rougry NGS lmvmmpn S.mms .� s¢f Pov1eM'muderyl� NO.-S'2 NBan.IGeotle.c Survey •..re .. Ca6 a,y mA b.rlmY G3 B 11 315Ea.WMaHghwM J Wraery Mrm WH A.. a am , �._- 'SM 51Ner Spnrg M,",,d209163IEl 333 5} ,} (301)714] f aH^i 1a¢.rraK'I¢K CK+ddm®se �C+ '--vsyrl D.np¢+A+aae[m•me ora[- Ay ros[rlie�n4 To ob0a curter P-M daccrp0on endo,lowl'D1 hfomDbon hr berKh t raL V LOM[4C - '�I+rFd rolA:rm,orae Amm ' TKI?1',' merkaaMwn On ms rmp.III bon-Wo lnEbInt.on 5ennees Eb.ncM1 •513---•-- NaY rYveelvmm be ativa�e,oe:oomn F�dlwo-eyo::dg of the NaS.mI G.Wilk Survey al(3D11 71-2,C,orµBl s xe1M1 at RI eery WhN~!i+-.,n.+.,ti.s•af�r+•rei we:. FOR STATE SPECIFIC DIRECT PHONE NUMBERS hViAvxw.m oee2iv MSIT:YYMV.CALLB11 CDA Base nvn. .Dtlreni mtk IMPrmWon shown on in.FIRM was DMdod In dlglMI Idrr�B by Ige h, 1R F F a 6 _ N-Yor sale Oe¢of Cyber Seamy aur C,kd .m nfrCn +r OOs nsxm e k�+ T1n,,inf a'bn-droved from d'®Ml.dhoPraopr�hy protlucm ala 10 hof 11 AS SHOWN WAS 1KM Pual me m hom Ph.wmpnY tlaMd 2004 L"�J dtdlc®apmrl:m Basel on uN.bd lopoyaphc inonnab.A IM1s AVP retests rove dela ke aid iY, Y o--- -0 Trzrsm yY f OfiA15/23 +TRL^PER CC V7T7 Jp.1 rW'1 .,I,WI.ream c ann wn60urab.n.and Ibodplmn dBm.alrone Ilan S 7'0]'4T]i'23]D' (mvmxc cord anrdreecm rel mC:lm.rm oezr �} A rOne�031 Vleaan HenmTe Nose shown to IM1e DIWLB FIRM lin Ahs Ilmsdklan. As a rn the Flom Y _ $ OS/1B/23 [Milo PER C>aM'M7V11 }Q1 f'1T Pmfiks antl Flmtlway Oak'abks fn the WMemt Bramh NaseyotTe Rlver In G � '7G`TI ID reumavl�m:sarse Fbmm Pd:aWes mre IF M.Fl.od lnewnw SWtly Repd(wNcM1wmm�carMoriBNa hydmW'.tlala)may n�,m��,e vtr 7 OS/05/23 [MRO PER C..INii �/ r\'L relxl sbeem ehmnd tletarms Ma OANr fivmµMl c eh.Ircl on IM1e m.P At., Sg0000 FT ,,.• 7J stu purse lnns?.Va rpsmcl.gmme,e Pmn:I.: Me mart to Mom an rdWo,thl,fa unemsed mroema may di-Ion wbm Is - , {�k y y'N � .;- R o g OgfC3/23 dG PER CURVlfTJ 0 77, shown on P'enola mem { .4 °>' • ^� n mM f�cglaamr n Nae 1.llmz amn o- i y, 'ya Y O%5610v m+dl 5 01/03/23:['4FR(pa>Etil J[it JNS Corporem rm b¢M1evm m Ina map are b¢etl On IM1e best tlbe ewfabe.1 b Q B ab ra m Berrie eMng.e du.to p,, ,h or door-ol.ls mar '15G a t .v a wee.rve • 12/14R2 06"tC v.b4Sl WPK r1. have mmedolkrlM1a mepwm pubmMd map uswsshodtlmnkd approDale - t wmmurVryolrcBlsm vcryl-stent mpoaelvnllbauons ti1�.r Q� ] 06/01/22 aGAE� COPY. r-s r+f m earta Pleoee r M Ne top.-I,printed Map Intlea Im en overy eve map show ng q ,.,At e'r.-� . ' ff�C1wEmreo DN-,COPT 1 05110/22:EJSIy'cIM 1Cn rt: Me legal B map panes br IM1s lama m'm �,X - clro]xSURONrF xAT[esU TM AE Zone oaegory Has boon dMdW by a Umb o111M.W¢Wava Aclbn LN e h LON6b V The LM WA rqueenls Ne.P .-I kndwartl mA of In.1 S-tort 04/0521 CUNTCOMMENTS IC �[w3 RJMWA) brwbrg ware The Blecb of wave h...bBwean lho VE Z..antl Me L'NWA ve RW. {� __ ABY for brn .n M.cone M.one Ma UM WA fn..w r.VE Z. .re nd - k•,�'.'aa leeaa� FFV DATE DESCRIPTION dift-)v4II be am Br lD,bulkss severe Men b=In IM1e VE Zane '{ - 4 :M¢L/ .4M Y C.%d the FEMA Map S¢Mm C.m¢r ar 1W SE-9616 I.,ff r Alm On ]lwefOlT c ova abe pmdueA asso.aletl wth Ws FIRM Ave ktle Pmtluds may hdWe prueoudy.metl LBMa of MAP CM1arga e F ooi Inarmree Study report eMlor yen Irzua G3�'�`0 F N£yy . d'g"wrslms of thh map Tho FEMA Map Semce Cmtn mM Bs.he reach.tl 1 apm,m rq Ll mm.a.FYm lm, Pimm--A"r11 1 byFmd1BW35B9UOo.l.-eb.lea1.1p:amccleme9w �•f. �� M{•F © IIyw Aleveq...Bons aboutt.hN rrdp or quatlwz cvn ng IM .D NomI Flmd ase ceL Insurmw PmBmm in genael,plel 14-NA MAP(14 -33626]7)a MAP SCALE V' SBO' ManIM FEMa wm.RemxrAxneyeaama• LOCAT;ON'OF PROPOSED WORKFEEI na * y COASTAL BARRIER RESOURCES H Y: SYSTEM(CBRS)LEGEND aigt.tll}l3AR}Ara. ZONE% fJ.A -I I i•; C PANEL OT59H C' N .( FLOW NMN�PLLT PPOT AVA ABLE FTEROCTOBERES NEWLY Bu5D4ATm A,•' L,F b vYQW: tlE 6N7a \, CSLI BRSANTA M tore NDE , r� I, FIRM EER FR 9751'-I[� _REAS FLOOD INSURANCE RATE MAP - - 11.16-19BB CBRSAma ANY' FLOOD-RANCE NR AVNIABLE FOR STRUCTURES NEWLY BUILT OR 1or SUFFOLK COUNTY,NEW YORK U LC91OM D SSDRATED YI AREAS ONORA RWg BER16 t9W.IN ¢ tsp t (ALL JURISDICTIONS) --. v I.1i-1n1 Owe.+t.IPI A..("Al 11 r k[ FOOD INSURANCE NOT AVNIABLE FOR STRUCTURES NEWLY BUILT OR 0. f CONTAINS: -STANIRALLYIMPRI.DOND.a FW EMB=_R161MIIN SITE INFORMATION: o--sIGwTED DPA,WTRIN THE CARS COMMUNITY NUMBER SHELTER ISLAND, 360809 SITE NO:ALBERTSON MARINE rl,alr lm}coRBFne - 'TOWN OF -00 INSURANM NOT A 8LE FOR STRUCTURES NEWLY BUNT OR q SOUTHOLD.TOWN OF 360813 61405 MAIN ROAD SUBSTNRRAILY IMPACME D ON OR AFTER NDWMEER 15 19931N DESIGNATED MRS AREAS 4 „ „},D IaRB,F.eNDedA.awPA1 �, = SOUTHOLD,NY 11971 ROOD INSURANCE N]T AVNLABLE FIXa STRUCTURES NEWLY BUILT DR e.„�µ,,,,e..-¢��, SUFFOLK COUNTY 6VB6TAN-nV..PROJE00NORMlERNOVEMEER16.I-IN - •nu:m,rusr+mw DESIGNATED WK W TIN THE CBRS PANEL 159 OF 1026 ..RS SITE TYPE: Oi-is-1B9] Ama ODIN6URA4 TAVNI FORSTRUCTURESNMw BUKTOR _ MAP SUFFIX: `nkzFl oRH F_Dna PnnEL rnvovD 150'0"CONCEALMENT POLE oSKIN TED CBIMPROVEDON OR AFTER FEBRUARY Ra,H9]IN ESIGNATED CBRS MEM -- _ Bountledes oltM 1O1tnH ChaNe CwrtM Bmrlar Resaum.s System (CBRSIN on lhb FIRM weH 4rawNRn lmm Me atacMI CBRS rrop°rv'^'rrn c R map(sl for Nkama arM ah deykW on Mlc FllAl br LYIPytUGHTm n12l.AZPIl71Ti E'eGL'F£RC:GFC LLC ALL InlurmBimml P.,M,m only Th.DRI CERS mope It.ceased byMAP NUMBER : I 'v COgrae nvW Ne C.-I Border Resources AI[s ementleq.nd Tx15 DUwaW MD AL TIE.-T.Wr1TAMm xDEJx IS A 3i103C01S9H TIO- FOR IFSE D..BY THE PMTS F[ft.E.rMOr THE + mainlain.d by M.0-S FiM,a nd Wildlife Service 1FWSI'Tho WIT,I r{ MI MAS ORACRDDi TI IRIS li Is mtlWIM THS CBRS maps...d In tle..=m t.,ar net m...b locet�w1Mln ROTJP '�I DRAWING WY NOT BE�tD•REI.-DEED. Ma CBRS aD a WIWE1.fW datl athllp:IMwwhvs..oY.Foran rr•tl+V - •I�l JfkVS IyV g.ONF '20 DMSR®u1ED DR BF1E➢tROX FDA AJ1y'DTNEH PI1M05E > oTobltlBerMrutlon ofwMlM1ermn.l.n meekl.caletl wRNln Me r1B°� CBFs,.,.,.y qu.elHrm mgenling Lne CBRS p.......rhe FWS T]]1Z25 - SEPTEMBER 25.7009: TIDIT THE ElmR3 ra CD44M OF A7AIUlH p 'NtloMC.lo, i,W n,(631)776-1411 -_- _- ENOMFFIAJO Pry LLG Federal Enrergenq')lannKemenl APenpF/ SHEEP TITLE: 2007 FLOOD INSURANCE RATE MAP z � � .SHEET NUMBER 1 2007 FLOOD INSURANCE RATE MAP G m" "E a SCALE /4"=1'-0'FOR27 V4"DRAWINGS Z-18 SCALE:1/B"=1'-0-FOR 11"NE7'DRAUNNG6