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HomeMy WebLinkAboutRevised Site Plans Rec'd 12/1/23 SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: BUDD'S POND ARENA APPLICANT: DISH Wireless LLC L.L.C. ADDRESS: 61405 MAIN ROAD, ROUTE 25 5701 SOUTH SANTA FE DRIVE SOUTHOLD, NY 11971 LITTLETON, CO 80120 TOWER OWNER: ELITE TOWERS L.P. TOWER TYPE: CONCEALMENT POLE 1 S. DURKEE LANE InftEWS ,.. E. PATCHOGUE, NY 11772 TM LLC TOWER CO SITE ID: ALBERTSON MARINE TANYA NEGRON SOUTH ANTA FE (516) 410-8730 570 LITTLETONS CO 8012pRIVE SCOPE OF WORK TOWER APP NUMBER: NA TANYAwNEGRONmELITE—TOWERS.COM THIS IS NOT AN ALL INCLUSIVE LIST. 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. ER rq U Ell THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: 90 E. HALSEY ROAD, SUITE 104 LATITUDE (NAD 83): 41.076046' PARSIPPANY, NJ 07054 TM TOWER SCOPE OF WORK: ffu LLC ° • 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 GROUND SCOPE OF WORK: AwIlk P% • INSTALL (6) PROPOSED RRUs (2 PER SECTOR) ZONING DISTRICT: M-11 — MARINE II CONSTRUCTION MANAGER: MLADEN ZAIMOV IM TH NYHYCU�&Z%512"A • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) ENGINEERING P.C. (201)496-9271 • 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: IAiAAD MEMON PARSIPPANY, NJ 07054 0 INSTALL (1) PROPOSED ICE DISH Wireless LLC L.L.C. SITE ADDRESS: RIDGE• INSTALL (1) PROPOSED PPC SCAB NET OFFICE: (303)706-4019 • INSTALL (1) PROPOSED EQUIPMENT CABINET POWER COMPANY: PSE&G / UPA MOBILE: (551)204-4483 6 • INSTALL (1) PROPOSED POWER CONDUIT ffir-r owl A0` 5 • INSTALL (1) PROPOSED TELCO CONDUIT TELEPHONE COMPANY: VERIZON" A1400 MA HMO RO A[30' , ROU INSTALL (1) PROPOSED TELCO—FIBER BOX _ • INSTALL (1) PROPOSED GPS UNIT RECEIVED • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) FEMA MAP BASE FLOOD 6' AMSL 0 • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED) ELEVATION: DEC 0 12023 U H 0 NY 11 gmw" -A INSTALL (1) PROPOSED METER SOCKET I�.ZE OF Neip • INSTALL 1 PROPOSED H—FRAME FAAIA GROUND 5 MSL Sout o Town APPLICABLE BUILDING CODES AND STANDARDS ELEVATION: Planning Board ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT SITE PHOTO EQUIPMENT ELEVATION: 3' ABOVE GROUND EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BECONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF �` 9 THE FOLLOWING CODES. DIRECTION - " � � a 1. 2020 BUILDING CODE OF NEW YORK STATE S JE � cKEON NEW YORK LI NSED PROFESSIONAL 2. 2020 EXISTING BUILDING CODE OF NYS DIRECTIONS 3 ADP BLVD, ROSELAND, NJ 07068: ENGINEER- ENSE NUMBER: 095374-1 Depart and head toward Adp Blvd/Tum left onto Adp Blvd/`rum right onto Choctaw Way/Tum right onto 3. 202CI FIRE CODE OF NYS Livingston Ave / County Hwy-527/rake the romp on the right and tallow signs for 1-280 EasVrake the ram on the left for 1-95 N New Jersey T ke N ake the romp on the right for US-46 and head toward IT IS A VIOLATION OF LAW FOR ANY PERSON, 4. 202CI PLUMBING CODE OF NYS � p / y p /Y pUNLESS THEY ARE ACTING UNDER THE DIRECTION Palisades Park / The Ridgefields/Keep straight to get onto ramp/Keep left to get onto romp/Keep straight OF A LICENSED PROFESSIONAL ENGINEER, 5. 202CI MECHANICAL CODE OF NYS to get onto US-46 E / US Highway 46/Keep straight to get onto US-1 N / US-46 E / US-9 N / US TO ALTER THIS DOCUMENT. Highway 46/Take the romp on the left for 1-95 North / US-1 North / US-9 North and head toward G 6. 202CI FUEL GAS CODE OF NYS Washington Bridge/Entering New York/At Exit 613, bear right onto 1-295 S / Cross Bronx Expy E toward DRAWN BY: CHECKED BY: APPROVED BY: Throgs Neck Br / 1-295 South/At Exit 8, head on the romp right and follow signs for Cross Is Pkwy S 7. 202CI ENERGY CONSERVATION CODE OF NYS At Exit 30E, head right on the ramp for 1-495 East toward Eastern Long Is/Keep left to get JRF JWS JKM onto/romp/Merge onto 1-495 E / Long Island Expy E/At Exit 73, head left on the romp for County Hwy-58 8. NATIONAL ELECTRICAL CODE 2017 OF NEW YORK STATE toward Greenport / Orient/Keep straight to get onto romp/Merge onto Old Country Rd/At the roundabout, RFDS REV #: 3 9. BUILI)ING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE OF NEW YORK STATE take the 2nd exit/Continue on NY-25 / Main Rd/Pass Harbes Farms Jamesport in 3.0 mi/Turn left onto TO B PROVIDED Wickham Ave/Tum right onto County Route 48/Road name changes to County Road 48/Tum right onto Hortons Ln, then immediately turn left onto NY-25 / Main Rd/Arrive at NY-25 / Main Rd CONSTRUCTION SHEET INDEX DOCUMENTS VICINITY MAP SHEET NO. SHEET TITLE SUBMITTALS REV DATE DESCRIPTION T-1 TITLE SHEET 4 04-04-22 CLIENT COMMENTS 5 05-10-22 CLIENT COMMENTS A-1A OVERALL SITE PLAN 6 06-01-22 CLIENT COMMENTS A-1 B BULK REQUIREMENTS A-1 C COMPOUND PLAN 7 01/03/23 CLIENT COMMENTS A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE � 8 05/17/23 cuENr COMMENTS A-3 EQUIPMENT PLATFORM AND H—FRAME DETAILS 9 05/18/23 WENT COMMENTS A-4 EQUIPMENT DETAILS — 1 - to 08/31/23 CLIENT COMMENTS EQUIPMENT DETAILS — 2 UNDERGROUND SERVICE ALERT - NEW YORK 811 pn. SITE LOCATION " , � $ 11 11/29/23 cuENr COMMENTS UTILITY NOTIFICATION CENTER OF NEW YORK "' a tOfSqPtrs�nnc.�, 8, ,ntRestau�ant A&E PROJECT NUMBER A-6 EQUIPMENT DETAILS — 3 (800) 272-4480s y `� NYNYCO2239A w A-7 EQUIPMENT DETAILS — 4 WWW.NEWYORK-811.COM �z nSuites DISH WIRELESS PROJECT INFORMATION E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES CALL 2 WORKM DAYS Unm uWMFICATION PRIOR TO CONSTRUCTION 3 `` Albertson Manne,)n4C. AL 4 Gs ' NYNYCO2239A s E-2 ELECTRICAL DETAILS AND RISER DIAGRAM 4' .� � � �.�� �.� "� °��" � � ,gym`` 6140 5 MAIN ROAD ROUTE 2 5 E-3 ELECTRICAL ONE—UNE, FAULT CALCS & PANEL SCHEDULE GENERAL NOTES ``� 1 ��" � � F� � �� ����� �� SOUTHOLD, NYS 11971 j �'" G-1 GROUNDING PLANS AND NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIREDh' G-2 GROUNDING DETAILS FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON zs 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 " a 11 "x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED s SHEET NUMBER GN-1 LEGEND AND ABBREVIATIONS GN-2 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON �: ',. GN-3 GENERAL NOTES THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE `" T-1 GN-4 GENERAL NOTES PROCEEDING WITH THE WORK. NO SCALE DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 AVk FRESHWATER WETLAND , BOUNDARIES DELINEATED BY VHB ` ENGINEERING, SURVEYING, � LANDSCAPE ARCHITECTURE AND V V � GEOLOGY, P.C., ON MARCH 22, 2023. LLC OF SLOP v 5701 SOUTH SANTA FE DRIVE 9.fr - -�_'♦ f wQ Q� w��NDS i LITTLETON, CO 80120 _ _ _ - - PROPOSED 70'-0" x 35'-0" 9 . _ _ _ _ _� o EQUIPMENT COMPOUND (SEE SHEET 2.7 TRA CrS - - - -w ----. 00000 TF6.14OMI 47 o o "�'�/ __ _ _ _ ---__ RECEIVE - V_ - - ft"m 00 6.1 TO NEAREST BUILDING ON ADJACENT PROPERTY OF SCOPE � _ z _ _ _ _ _ __ _ ao 2 0 _ __ _ _ _/_� DEC 01 2023 ftznn� �'ftl!tmShyL - - - _ V� � 1 M �•3� Southold Town /x... TH 4.6 M PV = _ - _ �O' - - �=_____=`_ '� ��► �i Planning Board ENGINEERING P.C. TO 80 _p t _ 5 GONG 1 g g 0' FENCE COMPOUND g `� �. - �.#� , 90 E. HALSEY ROAD, SUITE 104 RIP RA �j� - � "r 113'-0"f PARSIPPANY, NJ 07054 son " ♦ ♦ ` 4.7 (00� TO CONCEgLMENT Ppm 4.4 p 3r 8 -40-00, 3.5 APPROXIMATE PARKING AREA TO BE CONFIRMED WITH LANDLORD UPON ` �, 4.5 S "`� ON. TOWN APPROVAL OF THE FACILITY .. � DESIGN. AREA TO BE KEPT OPEN AT ALL ♦ 4.5 4.5 60 TIMES FOR EMERGENCY PURPOSES z " 4 4.4 ♦ FF4.58cn 0 o z 4.6 ` ♦ ♦ Tp I � ` `� kk i ' � w `/�, � F�' 450 LIMITS OF NYSDEC FRESHWATER v v f Q � I / • r w ' IS p i WETLAND 100 FOOT ADJACENT _ o ► ON AREA AND TOWN OF SOUTHOLD raj ,�y4 m �"" .N -�.9... ,� �RO,q� WETLAND JURISDICTIONAL AREA cKEON 0 4.7 47, f I mm """ D "' sow N W YORK LI NSED PROFESSIONAL O TO FENCE COMPOUND ENGINEER- ENSE NUMBER: 095374-1 /86 - Of I o . `TO CONCE/4(,MENT Pp IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION GRAVEL a HIGH / U ` OF A LICENSED PROFESSIONAL ENGINEER, 1 STORY \� ' CL- � TO ALTER THIS DOCUMENT. \ N METAL BUILDING/ o z TF4.56 ' N fl z ® 1 2W 61405 / Z ' DRAWN BY: CHECKED BY: APPROVED BY: O ' 4.4 v / �H 0 4.3 Q �`' JRF JWS JKM 4.3 v of v 4.1 � � 1 N w "' 1 RFDS REV #: 3 LIMITS OF NYSDEC FRESHWATER z o WETLAND 100 FOOT ADJACENT LL- AREA AREA AND TOWN OF SOUTHOLD o 1 C O N STR U CT I O N WETLAND JURISDICTIONAL AREA 4.0 C DOCUMENTS I SUBMITTALS 3 I 4.4 W REV DATE DESCRIPTION _ _ O.H.D. � t _ .. .• �.,,� ,� �• •� •� ... ,,, �M,I•. •. 4.25 ' - - .. 4.44 ' FF4. 3 GF4.64 N o 4 04-04-22 CUENT COMMENTS PLNT. 7 CV "' 5 05-10-22 CLIENT COMMENTS d- PLNT. 4.72 , 8 06-01-22 CLIENT COMMENTS CN _ 4 _ � ♦ ♦�` 40.7' N - - - -� C/I4.21 '♦ / ►� 7 01/03/23 CLIENT COMMENTS 8 05/17/23 CLIENT COMMENTS CONC. PH. 9 05/18/23 CLIENT COMMENTS 3.78 \ _ ♦ 40 TF3. 10 08/31/23 WENT COMMENTS _ -� - - - - ''9 - - - e - ` 11 11/29/23 1 CLIENT COMMENTS ITI A&E PROJECT NUMBER E.A. 3.65 3. 3.51 NYNYCO2239A APPROXIMATE SITE ACCESS o > » , �` TF3.50 1 \A/2 ROUTE TO BE CONFIRMED _ -(35F-3 (r35 -3 ) 11 W 20000 ♦ 1 Y DISH WIRELESS PROJECT INFORMATION FRESHWATER WETLAND WITH LANDLORD UPON 4.33 4.26 ` X4.1 IM - - - _ _ 3.96 3.98 NL - - - - -4, NYNYCO2239A BOUNDARIES DELINEATED BY VHB TOWN APPROVAL OF THE 1 ENGINEERING, SURVEYING, FACILITY DESIGN. AREA TO BE 61405 MAIN ROAD, ROUTE 25 LANDSCAPE ARCHITECTURE AND KEPT OPEN AT ALL TIMES FOR ; ` SOUTHOLD, NY 11971 GEOLOGY, P.C., ON MARCH 22, 2023. EMERGENCY PURPOSES MAIN RK 0 A D ( N .Y. S . RTE . 2 5) 1 r � SHEET TITLE OVERALL SITE PLAN 0-000 Noon ft-ft *-am mummft-0000 W30 wool ftftft ♦ 1 `� SHEET NUMBER 1 � 1 ` 60' 30' 0 60' 120' Am1A OVERALL SITE PLAN 1"=60' DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 s REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XVII WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS COMPLIES WITH SECTION(1)(E)AS SITE IS ZONED M-11. 280-70 D.(1) LOCATION OF WIRELESS FACILITIES FURTHER REVIEW OF PRIORITY RANKING PROVIDED AS PART OF APPLICATION SUBMISSION. 280-70 E. GUYED OR LATTICE ANTENNA SUPPORT STRUCTURES ARE PROHIBITED COMPLIES 280-70 F. ANTENNA SUPPORT STRUCTURES SHALL NOT BE LOCATED IN THE FOLLOWING AREAS WITHOUT A PERMIT FROM ALL JURISDICTIONAL AGENCIES: 280-70 F. 1 WETLANDS,TIDAL AND FRESHWATER. COMPLIES 280-70 F. 2) LAND ABOVE HIGH GROUNDWATER(WITHIN 10 FEET OF THE SURFACE). COMPLIES TM LLC 280-70 F. 3 LANDS PURCHASED WITH COMMUNITY PRESERVATION FUNDS. COMPLIES 280-70 F.(4) COASTAL EROSION HAZARD AREAS. COMPLIES 280-70 F.(5) DESIGNATED PARKLAND. COMPLIES FALL ZONES.AN ANTENNA SUPPORT STRUCTURE MUST INCLUDE AN AREA SURROUNDING R THAT IS FREE OF 5701 SOUTH SANTA FE DRIVE OTHER STRUCTURES AND AREAS WHERE PEOPLE CONGREGATE,EXCEPT THE BASE EQUIPMENT,WITH A LITTLETON, CO 80120 RADIUS EQUAL TO A DISTANCE OF TWO TIMES THE HEIGHT OF THE STRUCTURE.A SMALLER FALL ZONE MAY BE 300'FALL ZONE REQUIRED;23'-0"FROM NEAREST ALLOWED IF SUPPORTED BYA REPORT SUBMITTED BYA QUALIFIED STRUCTURAL ENGINEER.THE STRUCTURE ON PROPERTY;STRUCTURAL REPORT 280-70 G. STRUCTURAL ENGINEER'S REPORT SHALL BE SUBMITTED TO AND REVIEWED BY THE PLANNING BOARD AND PROVIDED AS PART OF APPLICATION SUBMISSION; CORROBORATED BY AN INDEPENDENT CONSULTANT HIRED BY THE TOWN THAT DEMONSTRATES THAT A VARIANCE REQUIRED SMALLER FALL ZONE IS APPROPRIATE AND SAFE.THE FALL ZONE OF AN ANTENNA SUPPORT STRUCTURE MUST NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEAR OF ALL STRUCTURES EXCEPT THE BASE STATION EQUIPMENT. • 280-701. ANTENNA SUPPORT STRUCTURES IN THE LI,LIO,MI,MII,B,AND HB ZONING DISTRICTS ARE SUBJECT TO THE FOLLOWING RESTRICTIONS: 280-701.(1) MINIMUM LOT SIZE:IN ACCORDANCE WITH THE BULK SCHEDULE FOR EACH ZONE. EXISTING NON-COMPLIANT:M-11 MINIMUM LOT SIZE:80,000 E C E I�/E D SF EXISTING LOT IS 41,346 SF PROPOSED MONOPOLE HEIGHT:150'-0" y 280-701.(2) MAXIMUM HEIGHT:80 FEET. 0 S 2023 VARIANCE OR WAIVER REQUIRED DEC4outh6-Tfio`Wn 280-701.(3) MINIMUM DISTANCE OF ALL WIRELESS EQUIPMENT TO ADJACENT RESIDENTIAL PROPERTY LINES OR STREETS 8'-0"TO ADJACENT PROPERTY LINE Planning Board I u SHALL BE NO LESS THAN 500 FEET. TH SITE DESIGN STANDARDS.ALL WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY ENGINEERING P.C. 280-70 N. OBTRUSIVE DESIGN POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR CONSTRUCTED PURSUANT TO THE TERMS OF THIS CHAPTER: 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 SETBACKS.ANTENNA SUPPORT STRUCTURES AND EQUIPMENT FACILITIES SHALL ADHERE TO THE SETBACKS (REFER TO BULK REQUIREMENTS CHART ON SHEET A- 280-70 N.(1) FOR PRINCIPAL USES IN THE BULK SCHEDULE APPLICABLE TO THE ZONE IN WHICH THE STRUCTURES ARE 1 B) LOCATED,UNLESS OTHERWISE INDICATED ELSEWHERE IN THIS CHAPTER. SIGNS.SIGNS SHALL NOT BE PERMITTED ON FACILITIES EXCEPT FOR SIGNS DISPLAYING CONTACT INFORMATION AND SAFETY INSTRUCTIONS,WHICH ARE REQUIRED.SAFETY SIGNS SHALL BE IN ACCORDANCE WITH AMERICAN SITE INFORMATION SIGN AND RF SAFETY SIGNS TO BE 280-70 N.(2) NATIONAL STANDARDS INSTITUTE(ANSI)STANDARDS FOR RADIO FREQUENCY RADIATION WARNING SIGNS. INSTALLED ON EXTERIOR OF COMPOUND FENCE CONTACT SIGNS SHALL IDENTIFY ALL SERVICE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE NORMAL AND EMERGENCY CONTACT INFORMATION FOR EACH.SUCH SIGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES FEET IN SURFACE AREA. BASE STATION EQUIPMENT SHELTER.THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED WITH A FINISH SIMILAR TO THAT OF ADJACENT STRUCTURES ON THE PROPERTY AND INTEGRATED INTO THE BULKREQUIREMENTS FOR ZONE -' I (MARINE 11) ARCHITECTURAL STYLE.ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED IN NO SHELTERS ARE CURRENTLY"Y, I ACCORDANCE WITH THE MINIMUM HEIGHT AND YARD REQUIREMENTS OF THE ZONING DISTRICT APPLICABLE TO 280-70 N.(3) THE SITE,AND UP TO TWO ADJACENT OFF-STREET PARKING SPACES MAY BE PROVIDED FOR SERVICE PROPOSED.THIS WILL BE TAKEN INTO ^ , VEHICLES.NOTWITHSTANDING THE FOREGOING,BASE EQUIPMENT RELATED TO INTERIOR-MOUNTED CONSIDERATION UPON FUTURE PROPOSALS WIRELESS FACILITIES SHALL BE LOCATED IN AN AREA THAT IS SATISFACTORY TO THE PLANNING BOARD UPON ' ] CONSIDERATION OF IMPACTS ON ADJACENT PROPERTIES AND MINIMIZING VISUAL IMPACTS. _ DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS BASE EQUIPMENT LANDSCAPING.A SCREEN OF EVERGREEN TREES SHALL BE PLANTED OUTSIDE THE FENCE A OF THE BASE EQUIPMENT AREA OR SHELTER TO PROVIDE A VISUAL SCREEN OR BUFFER FOR ADJOINING r MINIMUM LOT DIMENSIONS PRIVATE PROPERTIES AND THE PUBLIC RIGHT-OF-WAY OR OTHER VANTAGE POINTS ACCESSIBLE TO THE NO LANDSCAPING TO BE PLANTED AROUND COMPOUND AREA 160,000 SQ FT * 41,346 SQ FT NO CHANGE NON-COMPLIANT** 280-70 N.(4) PUBLIC.THE SCREEN SHALL CONSIST OF ADOUBLE ROW OF EVERGREEN SHRUBS AND TREES THAT ARE OF JEREM - I'I cKEO N SUFFICIENT DENSITY AND HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FROM VIEW.REQUIRED NON-COMPLIANT WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES FRONT YARD SETBACK AREAS SHALL BE LANDSCAPED AND INCLUDE SHRUBS AND TREES.SURVIVABILITY OF ibEW YORK ENSED PROFESSIONAL DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES THE LANDSCAPING SHALL BE GUARANTEED AND MAINTAINED BY THE APPLICANT FOR THE LIFE OF THE ENGINEER ICENS INSTALLATION. E NUMBER:095374- MINIMUM YARDS 35 FEET ±29.4 FEET 174'± (TOWER) COMPLIES SITE LIGHTING.THE LIGHTING PERMITTED SHALL BE THE MINIMUM REQUIRED TO PROTECT THE PUBLIC FRONT ALL LIGHTS TO BE REFLECTED WELFARE.FACILITIES SITED ON EXISTING DEVELOPED SITES SHALL BE INCORPORATED INTO THE LIGHTING DOWNWARDS.ALL LIGHT TO BE BLOCKED PLANS OF THOSE SITES.OUTSIDE LIGHTING SHALL USE FULLY SHIELDED FIXTURES SO THAT THE LIGHT IT IS A VIOLATION OF LAW FOR ANY PERSON, MINIMUM YARDS 280-70N.(5) BY PROPOSED EVERGREEN SCREEN SIDE 25 FEET 40.7 FEET 86'± (TOWER) COMPLIES SOURCE IS NOT VISIBLE FROM BEYOND THE PROPERTY LINE,AND NO LIGHT IS REFLECTED OR SHONE UNLESS THEY ARE ACTING UNDER THE DIRECTION TOWARDS THE SKY,EXCEPT IN THE CASE OF STRUCTURES REQUIRED TO FOLLOW FAA GUIDELINES FOR COMPLIES OF A LICENSED PROFESSIONAL ENGINEER, REAR 25 FEET 61.9 FEET 30'± (TOWER) COMPLIES SAFETY LIGHTING. TO ALTER THIS DOCUMENT. BOTH SIDES 50 FEET 102.6 FEET 199'± (TOWER) COMPLIES STANDARDS.IN ADDITION TO THE STANDARDS IN ARTICLE XXIVAND THE STANDARDS IN§280-70 HEREIN,ALL MINIMUM YARDS WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY OBTRUSIVE DESIGN DRAWN BY: CHECKED BY: APPROVED BY: COMPOUND COMPLIES 280-72 A. POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE (1)THROUGH(4)AS WELL AS(8)ARE NOT APPLICABLE SIDE 25 FEET 40.7 FEET 47'± (COMPOUND) FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR REAR 25 FEET 61.9 FEET 8'± (COMPOUND) NON-COMPLIANT ** CONSTRUCTED THAT REQUIRE SITE PLAN APPROVAL: JRF JWS JKM BOTH SIDES 50 FEET 102.6 FEET 127'± (COMPOUND) COMPLIES CO-LOCATION.WIRELESS COMMUNICATION FACILITIES SHALL BE DESIGNED TO PROVIDE FOR CO-LOCATION BY 280-72 A.(5) MULTIPLE PROVIDERS OR DESIGNED SO THAT THEY CAN BE RETROFITTED TO ACCOMMODATE MULTIPLE COMPLIES RFDS REV #: 3 LANDSCAPE AREA 20% MAX 0% 0% NON-COMPLIANT ** PROVIDERS,WHEREVER POSSIBLE. NEW SCENIC LANDSCAPES AND VISTAS.ALL ANTENNA SUPPORT STRUCTURES WHICH ARE NOT CONCEALED INSIDE 2% MAXIMUM LOT COVERAGE 30% 26.2% (NEW) COMPLIES OF BUILDINGS OR SCREENED BY EXISTING TREES OR BUILDINGS MUST BE SURROUNDED BY PLANTED SITE NOT LOCATED IN SCENIC VISTA CONSTRUCTION 28.2% TOTAL 280-72 A.(6) BUFFER OF DENSE TREE GROWTH.AN ANTENNA SUPPORT STRUCTURE THAT IS LOCATED WITHIN A SCENIC VISTA OR SCENIC LANDSCAPE OR WITHIN 300 FEET OF A SCENIC ROAD,AS DESIGNATED BY THE TOWN,SHALL MAXIMUM FENCE HEIGHT 6'-6" N/A 12'-0" TNON-COMPLIANT ** NOT BE TALLER THAN 10 FEET ABOVE THE HEIGHT OF TREES WITHIN A RADIUS OF 300 FEET OF THE PROPOSED COMPLIES DOCUMENTS LOCATION,OR 35 FEET MAXIMUM IN THE ABSENCE OF TREES, COLOR.ANTENNA SUPPORT STRUCTURES IN THE FORM OF MONOPOLES OR OTHER TOWERS SHALL EITHER * — THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE BE BLUEIGRAY IN COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OF THE STRUCTURE'S LOCATION SUBMITTALS SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BY THE FEDERAL MII ZONE REQUIRES 80,000 SQ FT PER USE 280-72A.(7) AVIATION ADMINISTRATION(FAA).IF AWIRELESS COMMUNICATION FACILITY IS INSTALLED ON A STRUCTURE COMPLIES-TOWER TO BE PAINTED BLUE-GRAY REV DATE DESCRIPTION OTHER THAN ATOWER,THE ANTENNAAND SUPPORTING ELECTRICAL AND MECHANICAL EQUIPMENT MUST BE OF A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY COMPATIBLE WITH THE COLORS OF THE 4 04-04-22 CUEW COMMENTS ** - VARIANCE REQUIRED SUPPORTING STRUCTURE SO AS TO MAKE THE ANTENNAAND RELATED EQUIPMENT AS VISUALLY UNOBTRUSIVE AS POSSIBLE. 5 05-10-22 CUENT COMMENTS 6 06-01-22 CUENT MMMEMS ANTENNA SUPPORT STRUCTURES IN OR ADJACENT TO RESIDENTIAL ZONES.WHERE THE SITE PROPOSED FOR AN ANTENNA SUPPORT STRUCTURE IS LOCATED WITHIN A RESIDENTIAL ZONE OR HAS ONE OR MORE 7 01/03/23 CIJENT COMMENTS PROPERTY LINES ABUTTING OR ON THE OPPOSITE SIDE OF A STREET FROM A RESIDENTIAL ZONE OR USE PERMITTED IN A RESIDENTIAL ZONE,NO ANTENNA SUPPORT STRUCTURES MAY BE CONSTRUCTED UNLESS 8 05/17/23 CLIENT COMMENTS ADEQUATELY SCREENED FROM VIEW OF THOSE RESIDENTIAL ZONES BY EXISTING BUILDINGS OR LARGE TREES,INCLUDING EVERGREENS.THE STRUCTURE MAY PROTRUDE NO MORE THAN 10 FEET ABOVE 9 05/15/23 CLJEW COMMENTS SCREENING BUILDINGS AND/OR TREES.IN THE ABSENCE OF AN ADEQUATE ARRANGEMENT OF EXISTING LARGE TREES OR BUILDINGS TO PROVIDE EFFECTIVE SCREENING,THE HEIGHT OF THE PROPOSED STRUCTURE MAY 10 08/31/23 CLJENT COMMENTS BE NO MORE THAN 35 FEET,AND THE BASE EQUIPMENT MUST BE BURIED IN AN UNDERGROUND VAULT.TWO NO LANDSCAPING TO BE PLANTED AROUND COMPOUND 280-72 A.(9) ROWS OF EVERGREEN TREES MUST BE PLANTED ENCIRCLING THE STRUCTURE,ONE ROW AT A DISTANCE 11 11/29/23 CUENT COMMENTS FROM THE STRUCTURE OF 50%OF THE HEIGHT OF THE STRUCTURE,AND THE OTHER AT 90%OF THE HEIGHT NON-COMPLIANT OF THE STRUCTURE.TRANSPLANTED TREES SHALL HAVE A MINIMUM CALIPER OF THREE INCHES,SPACED 30 A&E PROJECT NUMBER FEET ON CENTER.THE TREES MUST HAVE AN EXPECTED HEIGHT AT MATURITY OF AT LEAST 10 FEET LESS THAN N Y N YC 0 2 2 3 9 A THE HEIGHT OF THE STRUCTURE TO BE SCREENED.SMALLER EVERGREEN SHRUBS MUST BE USED TO FILL IN THE GAPS IN BETWEEN FOR SCREENING DURING THE TIME THE TREES ARE FILLING IN AND MATURING.THE PLANNING BOARD MAY VARY THE ARRANGEMENT OF THE TREES AND SHRUBS TO ACCOMMODATE SPECIFIC DISH WIRELESS PROJECT INFORMATION SITE CONDITIONS,AND ACCOMPLISH THE GOAL OF SCREENING THE FACILITY FROM VIEW OF RESIDENTIAL PROPERTIES.A WRITTEN GUARANTEE FROM THE WIRELESS FACILITY'S OWNER SHALL BE REQUIRED TO ENSURE THAT THE PLANTINGS SURVIVE AND ARE MAINTAINED THROUGHOUT THE EXISTENCE OF THE INSTALLATION N Y N Y C 0 2 2 3 9 A 280-74 C.(4 61405 MAIN ROAD, ROUTE 25 ADJACENT LAND USES,STRUCTURES AND ZONING WITHIN 500 FEET. 353'-D"TO NEAREST RESIDENTIAL PROPERTY SOUTH OLD NY 11971 280-74 C.(5) THE LOCATION IN LATITUDE AND LONGITUDE,TYPE AND HEIGHT OF THE WIRELESS COMMUNICATION FACILITY. (SEE SHEET T-1) f A LIST OF OTHER CARRIERS ALREADY LOCATED ON THE FACILITY,WITH THE NUMBER,TYPE,HEIGHT, WA 280-74 C.(6) ORIENTATION,EFFECTIVE RADIATED POWER,NUMBER OF CHANNELS AND OPERATING FREQUENCIES OF EACH (SEE AL13ERTSON MARINE ZONING DRAWINGS BY ELITE ANTENNA,INCLUDING THE PROPOSED TOWERS,LP) 280-74 C.(10) DISTANCES BETWEEN THE PROPOSED FACILITY AND THE FOLLOWING: 280-74 C.(10)(a) THE NEAREST RESIDENTIAL STRUCTURE 674'± SHEET TITLE 280-74 C.(10)(b) THE NEAREST PROPERTY LINE WITH A RESIDENTIAL USE 353'± BULK REQUIREMENTS 280-74 C.(10)(c) ALL OTHER STRUCTURES 374'± 280-74 C.(10)(d) ROADS,RIGHTS-OF-WAY,DRIVEWAYS 181'± N/A 280-74 C.(11) FALL ZONE RADIUS AND DISTANCE (SEE ALBERTSON MARINE ZONING DRAWINGS BY ELITE TOWERS,LP) SHEET NUMBER N/A 280-74 C.(12) PROPOSED MEANS OF ACCESS (SEE ALBERTSON MARINE ZONING DRAWINGS BY ELITE TOWERS,LP) Aml ELEVATION DRAWINGS WITH DIMENSIONS CLEARLY INDICATED,INCLUDING DIAMETER OR WIDTH OF THE 280-74 C.(13) STRUCTURE AT ITS WIDEST AND NARROWEST,AND THE TALLEST POINT,INCLUDING ANTENNAS OR LIGHTNING (SEE SHEET A72) PROTECTION DISH Wireless LI-C. TEMPLATE VERSION 34 — 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 1 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. TM LLC 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 o PROPOSED FIRE DEPARTMENT e EQUIPMENT CABINET ELEVATED n EQUIPMENT PLATFORM (BY ^� �- OTHERS) � ' PROPOSED MESA EQUIPMENTRECEIVED _.._._ LAYOUT (SHEET A-3) c CABINET (BY OTHERS) Z I DEC 0 12023 v _ PROPOSED UTILITY H-FRAME �Soutnoid Town I M TH 1— d Boar PROPOSED 150'-O" CONCEALMENT (BY OTHERS) Planning ENGINEERING P.C. TOWER (BY OTHERS) _ PROPOSED TRANSFORMER 90 E. HALSEY ROAD, SUITE 104 (BY OTHERS) PARSIPPANY, NJ 07054 PROPOSED FIRE DEPARTMENT ,6 ICE BRIDGE (BY OTHERS) I if) F Xx x x x x x x x x x x x x x x x x _______ _ x- x x x x ----- -1 x I ( x xt x I 9 9-1:0x X x� -------- -- 1 �E 3 -E�ON -------------- N VYORK LIC SED PROFESSIONAL 1 x PROPOSED 10'x12' DISH Wireless LLC LLC LEASE ENGINEER- LI NSE NUMBER:095374-I ` 1 1 AREA 1 PROPOSED DISH Wireless LLC x IT IS A VIOLATION OF LAW FOR ANY PERSON 1 12"�WIDE ICE BRIDGE UNLESS A LICENSED THEY ARE APROFESS PROFESSIONAL ENGINEER,CTING UNDER THE ITION 1 PROPOSED VERIZON (37 -0 ICE BRIDGE LENGTH) 1 WIRELESS ICE BRIDGE x TO ALTER THIS DOCUMENT. (BY OTHERS) (1) PROPOSED DISH Wireless LLC HYBRID CABLE ROUTED DRAWN BY: CHECKED BY: APPROVED BY: x ALONG ICE BRIDGE �x x JRF JWS JKM x x RFDS REV #: 3 PROPOSED ACCESS GATE (BY OTHERS) x x CONSTRUCTION x DOCUMENTS o 0 x x PROPOSED VERIZON SUBMITTALS x x x x x x x x x x x x x x x x x x x x xx x x x WIRELESS EQUIPMENT PROPOSED FUTURE —� PLATFORM (BY REV DATE DESCRIPTION PROPOSED 12'-0" OTHERS) 4 04-04-22 CLIENT COMMENTS CARRIER AREA (TYP) SEE ANTENNA LAYOUT TALL CHAIN LINK (BY OTHERS) (SHEET A-2) FENCE (TYP) (BY 5 05-10-22 CLIENT COMMENTS OTHERS) 8 06-01-22 CLIENT COMMENTS 7 01/03/23 CLIENT COMMENTS Z=? 8 05/17/23 CLIENT COMMENTS W a 9 9 05/18/23 CUENT COMMENTS s O m 10 08/31/23 CUENT COMMENTS I W W v Z 11 11/29/23 CUENT COMMENTS � o8� A&E PROJECT NUMBER a� amp NYNYCO2239A W id DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE COMPOUND PLAN NOTE: DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER SHEET NUMBER ELITE PROVIDES GEOTECH. Awl C COMPOUND PLAN x 4 2 0 5 10 1 DISH Wireless L.ILC. TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION REDS FOR ALL RF DETAILS PROPOSED FIRE DEPARTMENT WHIP ANTENNA (BY OTHERS) TOP EL. @ 164'-10" AGL W6 ,. LLC (6) PROPOSED DISH Wireless LLC PROPOSED FIRE DEPARTMENT DIPLEXERS MOUNTED BELOW PROPOSED ANTENNAS INSIDE EXISTING ANTENNAS AND EQUIPMENT CONCEALMENT POLE 5701 SOUTH SANTA FE DRIVE (BY OTHERS) LITTLETON, CO 80120 PROPOSED VERIZON WIRELESS ANTENNAS (BY OTHERS) q�`sF.+ PROPOSED DISH Wireless LLC ANTENNA RAD CENTER @ 146'-l" AGL �TDQ (YYP 1 PER SECTOR, TOTAL 3) PROPOSED VERIZON WIRELESS _�Y PANEL ANTENNAS MP) (BY PROPOSED VERIZON WIRELESS ANTENNAS (BY OTHERS) PROPOSED 40"X150'-0" OTHERS) RAD CENTER @ 141'-2" AGL MULTI—SECTION, MULTI—SIDED CONCEALMENT POLE (BY OTHERS) C1 SENOR I 3 PROPOSED DISH Wireless LLC L.L.C. ANTENNAS RECEIVED I RAD CENTER ® 132'-0" AGL ® Al DEC 0 1 2023 AM Soanol-3c Town1\ e. I U o ® TH Planning Board ENG 1 N E E R I N G P.C. FUTURE CARRIER ANTENNAS RAD CENTER @ 120'-0" AGL oo a 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 SEE ANTENNA LAYOUT (SHEET A-2/DETAIL 2) I FUTURE CARRIER ANTENNAS PROPOSED 6"0 MAIN PIPE PROPOSED DISH Wireless LLC MOUNT C RAD CENTER @ 108'-0" AGL MAST (FIELD VERIFY MAST (TYP 1 PER SECTOR, TOTAL 3) N I SIZE PRIOR TO CONSTRUCTION) (BY 81 PROPOSED CANISTER OTHERS) SECTION (TYP) (BY OTHERS) 4� FUTURE CARRIER ANTENNAS RAD CENTER @ 96'-0' AGL ►�Vn `'� ',_ O PROPOSED 150'-0" CONCEALMENT POLE (BY OTHERS) FUTURE CARRIER ANTENNAS ' RAD CENTER @ 84'-0" AGL �� r I �f �M,�, - N J E NE YOR ICENSE D PROFESSIONAL ENGINEER- LICENSE NUMBER:095374-1 I I (I IT IS A VIOLATION OF LAW FOR ANY PERSON, II UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, II TO ALTER THIS DOCUMENT. II DRAWN BY: CHECKED BY: APPROVED BY: (1) PROPOSED DISH Wireless LLC II 12 6 0 1' 2' 3' 4' S' RET CABLE ROUTED UP WITHIN II ANTENNA LAYOUT 2 EXISTING CONCEALMENT POLE II 1/2"=1'-0" JRF JWS JKM II RFDS REV #: 3 (12) PROPOSED DISH Wireless LLC ANTENNA TRANSMISSION CABLE MOUNTING BRACKET COAXCABLES RNG O UTED MUENT PO II SECTOR POSITION EXISTING OR MANUFACTURER — MODEL TECHNOLOGY SIZE (HxW) AZIMUTH RAD FEED UNE TYPE MANUFACTURER - CONSTRUCTION I) PROPOSED NUMBER CENTER AND LENGTH MODEL NUMBER DOCUMENTS (4) 7/8" COAX II ALPHA Al PROPOSED COMMSCOPE — FVV-65B—R3 5G 1.9" X 11.81 70' 132'-0" (1) RET CABLE (1) CCI PRODUCTS — II SUBMITTALS II (160' LONG) HPA-33R—BUU—H4 I) REV DATE DESCRIPTION II (1) PROPOSED DISH Wireless LLC HYBRID CABLE ROUTED 4 04-04-22 �� � II ALONG ICE BRIDGE (4) 7/8" COAX 5 05-10-22 aJENT COMMENTS II PROPOSED DISH Wireless LLC BETA B1 PROPOSED COMMSCOPE — FW-659—R3 5G 1.9" X 11.81 190' 132'-0" RET CABLE (SEED (1) CCI PRODUCTS — 6 08-01-22 CUENT �pM� ii WITH ALPHA) HPA-33R—BUU—H4 12" WIDE ICE BRIDGE 7 01/03/23 cuEErrr cIMEvrs II (37'-0" ICE BRIDGE LENGTH) (160 LONG) PROPOSED VERIZON II 8 05/17/23 cuENr COMMENTS 9 05/18/23 QJENT COMMENTS WIRELESS ICE BRIDGE (TYP) II PROPOSED FIRE DEPARTMENT (4) 7/8" COAX EQUIPMENT CABINET ON RAISED (1) CCI PRODUCTS — 10 0e/31/23 CUENr COMMENTS PROPOSED VVERIIZOEN ) II EQUIPMENT PAD (BY OTHERS) GAMMA C1 PROPOSED COMMSCOPE — FW-659—R3 5G 1.9" X 11.81 310' 132'-0" RET�L (SHARED ALPHA) AHHPA-33R—BUU—H4 t t 11/29/23 CUENr COMMENTS WIRELESS EQUIPMENT II PROPOSED UTILITY H—FRAME (160' LONG) A&E PROJECT NUMBER PLATFORM (BY OTHERS) it (BY OTHERS) PROPOSED 12'-0" TALL TOP OF DISH EQUIPMENT NYNYCO2239A CHAIN LINK FENCE (TYP) ® 9'-8" AGL DISH WIRELESS PROJECT INFORMATION (BY OTHERS) BOTTOM OF DISH EQUIPMENT PLATFORM r RRH NOTES " SECTOR POSITION MANUFACTURER — MODEL N Y N Y C 0 2 2 3 9 A ——— ® 3—0 AGL NUMBER TECHNOLOGY 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION REDS FOR ALL RF 61405 MAIN ROAD, R0UTE 25 Al SAMSUNG — RF4451D-70A 5G DETAILS. SOUTHOLD, NY 11971 ALPHA AWS3/AWS4 4T4R 320W 2, ANY EQUIPMENT CHANGES SHALL BE SHOWN ON REVISED Al SAMSUNG — RF445OT-71A 5G CONSTRUCTION DRAWINGS AND IN A REVISED STRUCTURAL ANALYSIS SEE EQUIPMENT NOTE: TB 4T4R 280W RU AND SHALL BE APPROVED BY THE TOWN PRIOR TO INSTALLATION. SAMSUNG — RF4451 D-70A LAYOUT (SHEET A-3} ALL VERTICAL RUNS OF FEEDLINES SHALL BE BETA 61 AWS3/AWS4 4T4R 320W 5G SHEET TITLE INSTALLED WITHIN THE CONCEALMENT B1 SAMSUNG — RF445OT-71A 5G EQUIPMENT ELEVATION, ANTENNA POLE SHAFT AND ALL ACCESS PORTS SHALL TB 4T4R 280W RU LOCATION QTY LAYOUT AND SCHEDULE SAMSUNG — RF4451 D-70A EXISTING OR MANUFACTURER — MODEL BE SEALED TO PREVENT WILDLIFE ACCESS. Cl AWS3/AWS4 4T4R 320W 5G PROPOSED NUMBER SIZE (HxWxD) WEIGHT GAMMA SHEET NUMBER SAMSUNG — RF4450T-71A 1898142182Lbs C1 TB 4T4R 280W RU 5G PLATFORM 1 PROPOSED RAYCAP RDIDC-9181—PF-48 . "x .39"x8.15" . 20' 10' 0 20' 40' A=2 PROPOSED NORTH ELEVATION 1 ANTENNA SCHEDULE NO SCALE 3 1"=20' 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 PROPOSED CHAINLINK FENCE (BY OTHERS) 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH Wireless LIC L.L.C. CONSTRUCTION MANAGER AT TIME OF CONSTRUCTION. INSTALLED UNDER THE PLATFORM (4 MIL BLACK PLASTIC) - x-x-x-x-x x x x-x-x x x x x x x x x x x x x x x x x x x x- PROPOSED DISH WIRELESS 3. EQUIPMENT CABINET OMITTED FOR CLARITY TM LLC DIPLEXER ON PROPOSED H—FRAME (TYP. OF 4 PER SECTOR, 12 TOTAL) (STACKED) 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 PROPOSED DISH WIRELESS RRH PROPOSED DISH WIRELESS 8'-0" X 10'-0" PROPOSED DISH WIRELESS OVP ON PROPOSED H—FRAME PREFABRICATED ELEVATED EQUIPMENT PLATFORM BOX ON PROPOSED H—FRAME (TYP. OF 2 PER SECTOR, 6 (3'-0" ABOVE GRADE MINIMUM) WITH 42" HIGH TOTAL) (STACKED) PROPOSED DISH HANDRAIL ALL AROUND PLATFORM WIRELESS GPS ANTENNA (SEE DETAIL 1, SHEET A-7) I I no F-: o® ®o® o® 'noOO O OO O I I M TH OWN ER >I ° ENGINEERING R.C. I I v 90 E. HALSEY ROAD, SUITE 104 a. PARSIPPANY, NJ 07054 i IPROPOSED DISH RECEIVED I WIRELESS (TYP (SEE DETAIL 4. D DEC 0 12023 I SHEET A-7) Southold Tow Planning Board PROPOSED DISH WIRELESS EQUIPMENT CABINET ON I f CZE 01 N�Ks y ELEVATED EQUIPMENT PLATFORM r L O O - .4 PROPOSED DISH WIRELESS • > FMB ON PROPOSED H—FRAME ' - - JE, m NE YOR ICENSED PROFESSIONAL ENGINEER- LICENSE NUMBER:095374-1 — PROPOSED DISH WIRELESS IT IS A VIOLATION OF LAW FOR ANY PERSON, 0 o < PPC ON PROPOSED H—FRAME UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM RFDS REV #: 3 ICONSTRUCTION PROPOSED DISH I -1p > X WIRELESS ICE BRIDGE DOCUMENTS 1'-0" SUBMITTALS r REV DATE DESCRIPTION 4 04-04-22 CLIENT COMMENTS PROPOSED CONCRETE PIER X5 03-10-22 CUENT COMMENTS (TYP.) (SEE DETAIL 2, SHEET A-7) 8 06-01-22 CLIENT COMMENTS a 7 01/03/23 CLIENT COMMENTS DD- v . 8 05/17/23 CLIENT COMM M- M 9 05/18/23 CUENT COMMENTS PROPOSED DISH 10 08/31/23 CLIENT COMMENTS WIRELESS WORK LIGHT 11 11/29/23 aMff COMMENTS A&E PROJECT NUMBER NYNYCO2239A PROPOSED PLATFORM ACCESS DISH WIRELESS PROJECT INFORMATION LADDER WITH SAFETY CHAIN (SEE DETAIL 3, SHEET A-7) NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 PROPOSED DISH WIRELESS 10' X 12' LEASE AREA SHEET TITLE NOTE: EQUIPMENT PLATFORM AND H-FRAME DETAILS DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER ELITE PROVIDES GEOTECH. SHEET NUMBER -3 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 RAYCAP PPC SQUARE D SAFETY SWITCHES RDIAC-2465—P-240—MTS D224NRB 0 DELTA ELECTRONICS, INC. ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855"x12.593 ENCLOSURE DIM (HxWxD) 29.25"x19.00"x8.50" ESOA600—HCB04 (HEX) ' DIMENSIONS (HxWxD) 75"x32"x32" WEIGHT: 80 lbs ENCLOSURE TYPE NEMA 3R RAINPROOF OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G INEIGHT (EMPTY) 625 Ibs (approx.) I4L' UL LISTED FILE E-2875 TM LLC pim 0 0 e 5701 SOUTH SANTA FE DRIVE — LITTLETON, CO 80120 000 Oco o O O O O O 0 0 0 00 00 00 00 00 00 00 00 00 00 Lj 0 O O O O 0 IM TH RIGHT_ o ENGINEERING P.C. FRONT �� �� �� FRONT �1QE �1QE FROM 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 CABINET DETAIL No SCALE '� POWER PROTECTION CABINET (PPC) DETAIL No SCALE 2 SAFETY SWITCH DETAIL NO SCALE 3 EATON METER SOCKET RECEIVED UNRRS213BEUSE CHARLES CFIT—PF2020DSH 1 ._.___. FLEXIBLE RIGID FIBER TELCO ENCLOSURE PROPOSED INNER EMT DEC 01 2023 ICE BRIDGE CONDUIT METER SOCKET TYPE I ENCLOSURE DIMS (HxWxD) 20"x20"x9" Southold Town ENCLOSURE DIM (HxWxD) 16"x12"x6" PROPOSED X" DIA Planning Board E®F N 0ENCLOSURE WEIGHT 20 Ibs HYBRID CABLE MAIN AMPERE RATING 200A MOUNTING WALL -A-)"A'� j j ONDUIT SUPPORT L�aY rc ,� `, n PIAN I I BRACKET AND BANDING 'WEIGHT 18 LBSCOMPLIANCE TYPE 4 PROPOSED X" DIA I 1 ® 10'-0" O.C. - rsi HYBRID CABLE UFI I FRONT (OPTION "B*) JE N • O O ONEW O NIS 0—0 -0-1 PROPOSED ENGINEER K L ENSE NUMBER: NAL o o CABLE CLAMP e e e ® 3'-0" O.C. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, EXISTING TO ALTER THIS DOCUMENT. MONOPOLE DRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM 00 0 0 91 RFDS REV #: 3 0 0 • 0 0 OT ° ° ° CONSTRUCTION A FROW BACK FROW DOCUMENTS METER SOCKET DETAIL No SCALE FIBER TELCO ENCLOSURE DETAIL NO SCALE 5 HYBRID CABLE RUN No SCALE 6 SUBMITTALS REV DATE DESCRIPTION CLIENT O M M S C O P E WB—K1 10—B INCLUDED WB—T12-3 TRAPEZE KIT, 5 05-10-22 c� COMM ENTS CENTS WAV E G U I D E BRIDGE KIT PRODUCTS: 3 RUNGS a 06-01-22 CUENr COMMENTS DIMENSIONS (HxL) 160"x10' WB—LB12-3 SUPPORT BRACKET 7 01/03/23 CUENT COMMENTS MF-130 DIRECT BURIAL PIPE FINISH SLOPE WEIGHT/ VOLUME 325.0 LBS COLUMN. 13'-4" TO DRAIN 8 °5/17/23 cuENT COMMENTS 9 05/18/23 CLIENT COMMENTS CABLE RUN (QTY) 12 10 08/31/23 CLIENT COMMENTS PROPOSED TIMED LIGHT (RB 11 11/29/23 1 CLIENT COMMENTS P/N STL360H) SUPPORT BRACKET A—A A—A (I'YP OF 1 PER ICE A&E PROJECT NUMBER E KIT (WB—LB12-3) CANOPY POST, TOTAL OF 4) NYNYCO2239A (WB—T1 2 3) " 3" DIA SCH 40 PIPE `o DISH WIRELESS PROJECT INFORMATION PROPOSED 3.5 DIA. SUPPORT BRACKET S SCH 40 PIPE3" x10'-0" LONG SCH. 40 PIPE N Y N Y C 0 2 2 3 9 A (WB—LB12-3) o GALVANIZED M 61405 MAIN ROAD ROUTE 25 ° 18" DIA DRILLED � °°° °°° TRAPEZE KIT • ° S (WB—T12-3) PROPOSED 1'-6" PIER FOUNDATION SOUTHOLD, NY 11971 ° DIA. CONCRETE r\A ° 00 8 000 PIER (TYP) o °°°°°°° A—A SECTION © GFCI DUPLEX OUTLET WITH NEMA 3R SHEET TITLE 3.5" DIA GALV SCH NOTE: © OUTLET COVER (iYP of 2) EQUIPMENT DETAILS — 1 40 PIPE (SPACED 3.5" DW GALV SCH 9$-0" kw) 40 PIPE (SPACED 1. MOUNT TIMED LIGHT & OUT PER (MF-130) — 9--0• MAX) MANUFACTURERS RECOMMENDATIONS SHEET NUMBER (MF-130) CONCRETE PIER PLAN FRONT sm A - 4 ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE 8 WORK LIGHT DETAIL NO SCALE 9 DISH Wireless LI'—C. TEMPLATE VERSION 34 — 06/11/2021 PCTEL 1.75"0 t�PSGL-TMG-SPI-40NCB 1.60,00 81 x184mm MINIMUM OF 7596 OR 270' IN ANY DIRECTION DIMENSIONS (DIAxH) MM/INCH 3.270.25" WEIGHT W/ACCESSORIES 075 lbs GPS CONNECTOR N—FEMALE FREQUENCY RANGE 1590 f 3OMHz 6F 2¢' do Citi eFtio Mi �; im LLC S 5701 SOUTH SANTA FE DRIVE CUI2PSM6P4XXX CUI2PSM9P6XXX LITTLETON, CO 80120 GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 10' 1.41"0 � A O o 0 0 4 0 0 A-& 0 0 ,.000v/x I M T H CU 12PSM9P8XXX S ENGINEERING P.C. (8 AWG CONDUCTORS) 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 GPS DETAIL NO SCALE GPS MINIMUM SKY VIEW REQUIREMENTS NO SCAM 2 CABLES UNLIMITED HYBRID CABLE NO SCALE 3 MINIMUM BEND RADIUSES RECEI�/ED DEC 01 2023 Southold Town �0 F PJp�✓ Planning Board LINE DETAILS i ,k LINE TYPE COAX E�, f�i��' 4 c`I�:�E�N MANUFACTURER TBD NEW YORK NSEC> R FESSIONAL MODEL NUMBER COAX — 7/8 ENGINEER- ENSE NUMBER:095374-1 DIAMETER (O.D. IN.) 1.102 - IT IS A VIOLATION OF LAW FOR ANY PERSON, WEIGHT (Lbs. PER FT.) 0.302 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, QUANTITY 12 TO ALTER THIS 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 4 04-04-22 CLIENT COMMENTS 5 05-10-22 CLIENT COMMENTS 6 08-01-22 CLIENT COMMENTS 7 01/03/23 CUENT COMMENTS 8 05/17/23 CLIENT COMMENTS 9 05/18/23 CUENT COMMENTS 10 08/31/23 CLIENT COMMENTS 11 1 11/29/23 1 CLIENT COMMENTS 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 L�. NOT USED NO SCALE 7 NOT USED NO SCALE $ DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 SAMSUNG — MID BAND SAMSUNG — LOW BAND EEI TRIAD—FPS MOUNT RF4451 D-70A RF4450T-71 A0 0 0 DIMENSIONS (HxWxD) 2"x5.72"x.25" � DIMENSIONS (HxWxD) 15"x15"x8.9" DIMENSIONS (HxWxD) 15"x16.5"x11" WEIGHT: 5.5 LBS QTY: 6 WEIGHT 61.3 lbs WEIGHT 94.6 lbs SPECIFICATIONS: ROUND OR POLYGON POLES 3" FPS PLAN FPS FRONT CONNECTOR TYPE 4.3-10 RFE 74 CONNECTOR TYPE 4.3-10 RF TO 7" DIA.. 1/4- BRACKET ASSEMBLY CONNECTOR11111 CONNECTOR INPUT VOLTAGE INPUT VOLTAGE —36 to 58 VDC —36 to 58 VDC Wum, _L03MT. LLC ( ,� ( PLAN . EEI TRIAD—AB MOUNT 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 DIMENSIONS (HxWxD) 2"x10"x.25" AB PLAN WEIGHT: 2 LBS QTY: 6 SPECIFICATIONS: ANTENNA BRACKET. 1/40 HRPO GUSSET ASSEMBLY AB FRONT c EEI TRIAD—ABBOLT, HEX NUT, U0 Q FLAT WASHER & LOCK WASHER IM O11 T 11 O EEI TRIAD—FPS POLE E N G I N E E R I N G P.C. OAQK �1QE FRONT BACK �1QE FRONT THREADED FPSIM FRONT ROD (TYP) FPS�ZAMDI AN 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) DIMENSIONS (HxWxD) 71.9"x11.8"x7.1" WIDTH 5" DIMENSIONS (HxWxD) 18.98"x14.39"x8.15" 01 TOTAL WEIGHT 43.8 LB DEPTH 2 WEIGHT 21.82 LBS RF PORTS„ CONNECTOR TYPE 6 x 4.3-10 FEMALE HEIGHT 8" ELM MOUNTING BRACKET r TOTAL WEIGHT 1.5 lbs �. ~ 374 HOUSING .MATERIAL ASA/ABS/ALUMINUM ANTENNA `` ► P` ° JER/. Y = c SON RADOME COLOR LIGHT GRAY 0 NE -YORK LI NSED PROFESSIONAL ENGINEER-LI ENSE NUMBER:095374-1 CONNECTOR 1 x8—PIN DAISY CHAIN MOUNTING BRACKET IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM MOUNTING 0 PIPE ° RFDS REV #: 3 OR DISH Wireless LLC • • L.L.C. APPROVED CONSTRUCTION mow w DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA MOUNTING DETAIL NO SCALE 5 SURGE SUPPRESSION DETAIL (OVP) NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 4 04-04-22 CUENT COMMENTS COM MSCOPE RECEIVED 5 05-10-22 CUENT COMMENTS C DX 623T—DS—B DIP LEX E R 6 06-01-22 CUENT COMMENTS DEC 0 12023 7 01/03/23 CLIENT COMMENTS DIMENSIONS (HxWxD) 8.8"x4.9"x4.5" Southo d Town 8 05/17/23 CUENT COMMENTS WEIGHT 10.14 The Planning Board g 05/18/23 CLIENT COMMENTS CONNECTOR TYPE 7-16 DIN 10 08/31/23 CLIENT COMMENTS FEMALE 11 11/29/23 1 CLIENT COMMENTS 0 0 0 A&E PROJECT NUMBER 000 NYNYCO2239A PLAN DISH WIRELESS PROJECT INFORMATION NYNYCO2239A o .o 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 0 0 . . . SHEET TITLE EQUIPMENT DETAILS — 3 BASK FRONT SHEET NUMBER -6 DIP LEX E R DETAIL NO SCALE 7 NOT IN USE NO SCALE $ NOT IN USE NO SCALE 9 DISH Wireless L.L..C. TEMPLATE VERSION 34 — 06/11/2021 EQ-P081 0 B AD PROPOSED PREFABRICATED 40" OUTSIDE (TYP)38 CTC (TYP) EQUIPMENT PLATFORM EQ L.Z STEEL PLATFORM PROPOSED BASE PLATE (SEE DETAIL 1) PLATFORM ACCESS LADDER TOTAL WEIGHT (1017.8 lbs RUNG WELDMENT QTY 2 MAX LOAD CAPACITY 10,000 Ibs PROPOSED HSS4X4X3/8 COLUMN TOTAL HEIGHT 68" 1'-6" F = 1-1/2" TOTAL WEIGHT 47.62 lbs MPROPOSED " 1 q» NOTES: z o 9 z ftL1 T. L L C 10"X10"X3 8 - (EQL2 SHOWN FOR CLARITY PURPOSES) � o � BASEPLATE O " o 5701 SOUTH SANTA FE DRIVE GRADE LEVEL - ALL DIMENSIONS SHOW AS "1YP WILL BE a 1- v _ THE SAME FOR ALL LADDER ASSEMBLIES o 0 o LITTLETON, CO 80120 °0 t° `' PROPOSED 5/8" A615 ~ _ R. �j\\\ \j\\j • \\ \\ \\j\ \\j\\ ANCHOR BOLT ^ o 14 �J ���\� \�j;�\. EMBEDED 1'-6` IN PROPOSED 9 » - - - - - • PIER (TYP.) HHS 2 ) .'; • ••; ' a. = PROPOSED COLUMN (n `O 10"X 10"X3/8" w 1" BAR GRATINGcn i •• a • • • t �. '� BASEPLATE '1 ^ - - - - - - - - - - - - w IQe ,' •r � U 10Ar • a. :: PROPOSED PLAIN CONCRETE PIER N iv -77 • (4,000 PSI CONCRETE) NOTE: M =as to '• + ' ' • PROPOSED I M U DESIGN OF PIERS WILL NEED TH SNI10"X10"X3/8" PLATE TO BE REVIEWED AFtER ANGLE FRONT ENGINEERING P.C. ELITE PROVIDES GEOTECH. j DETAIL iv 90 E. HALSEY ROAD, SUITE 104 STEEL PLATFORM DETAIL NO SCALE EQUIPMENT PLATFORM PIER DETAIL NO SCALE 2 STEEL PLATFORM LADDER DETAIL NO SCALE 3 PARSIPPANY, NJ 07054 RECEIVED • 01 2023 NOTES: °o DECLouthoT_ 20 a QF/�/�' d Town • 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. Planning Board` � . . Lk i 0 n 2 10 JER Y ,I ` d- ON 7 15 17 NEW ORK LIC SED PROFESSIONAL ' °a ENGINEER- LIC NSE NUMBER:095374-I IT IS A VIOLATION OF LAW FOR ANY PERSON, 6 @ ® e UNLESS CTING UNDER THE DIRECTION OF A LICENSED RE APROFESSIONAL ENGINEER. DETAI A4 ALL CORNERS TO ALTER THIS DOCUMENT. � � ` • DETAIL E ° DRAWN BY: CHECKED BY: APPROVED BY: 4 1 SCALE I:4 � � . 11 JRF JWS JKM e 12 RFDS REV #: 3 ` � o CONSTRUCTION D 5 10 7 % e DOCUMENTS 3 SUBMITTALS ..r 505 13 i REV DATE DESCRIPTION 4 04-04-22 CLIENT COMMENTS 6 5 05-10-22 CLIENT COMMENTS C SCCALEALF 1 :4 �.,` f 6 06-01-22 CLIENT COMMENTS 1 �.� ° ^� 7 01/03/23 CIJENT COMMENTS ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTE NO. ti -% 8 1 GB-03105 3/8" X I"GALV BOLT KIT 14 0.05 LBS 05/17/23 CLIENT COMMENTS �` �%f g 05/18/23 CLIENT COMMENTS 2 GB-03205 3/8"X 2"GALV BOLT KIT 28 0.08 LBS 3 GB-05205 5/8"X 2"GALV BOLT KIT 28 0.26 LBS o 11 • • o P 10 08/31/23 CLIENT COMMENTS 4 GWF-03 3/8 GALV FLAT WASHER 14 0.01 LBS •-"'' ' '- .�.%� 0 11 11/29/23 CLIENT COMMENTS 5 GWF-05 5/8" GALV FLAT WASHER 28 0.06 LBS ® J 6 MTC396620 POST, HANDRAIL 14 9.96 LBS 14 •' A&E PROJECT NUMBER :-• o 7 MTC3979HRI I HANDRAIL, HORIZONTAL 4 16.60 LBS ° ' 8 MTC3979HR12 HANDRAIL, HORIZONTAL 2 21.11 LBS . . . NYNYCO2239A 9 MTC3979HR13 HANDRAIL, HORIZONTAL 2 6.51 LBS - DISH WIRELESS PROJECT INFORMATION 10 MTC3979HR14 HANDRAIL, HORIZONTAL 2 5.44 LBS ° 11 MTC3979HR15 PLATE, HANDRAIL TOEBOARD 2 16.52 LBS • ' �—REMOVE UPRIGHT POSTS(MTC396620) NYNYCO2239A 12 MTC3979HR16 PLATE, HANDRAIL TOEBOARD 1 20.83 LBS 13 MTC3979HR17 PLATE, HANDRAIL TOEBOARD 1 6.45 LBS BOLT IN 4"X4" TUBE FOR MTC3983 61405 MAIN ROAD, ROUTE 25 14 MTC3979HR18 PLATE, HANDRAIL TOEBOARD 1 5.37 LBS USE TS1275 IN PAIRS TO ATTACH SOUTHOLD, NY 11971 15 MTC3979HR19 ANGLE BRKT, HANDRAIL 12 0.32 LBS TOEBOARDS. 16 TS 1220 12-24 X 2"SELF DRILLING SCREW 16 0.03 LBS US TS1220 IN PAIRS TO ATTACH 17 TS1275 TEK SCREW #12 X 3/4, WITH NEOPRENE WASHER 1 48 0.02 LBS HANDRAILS TO 4X4 POSTS. REMOVE UPRIGHT POSTS(MTC396620) SHEET TITLE BOLT IN 4"X4" TUBE FOR CANOPY APPLICATION EQUIPMENT DETAILS - 4 USE TS1275 IN PAIRS TO TOEBOARDS US TS1220 IN PAIRS TO ATTACH HANDRAILS TO 4X4 POSTS. SHEET NUMBER A-7 EQUIPMENT PLATFORM HANDRAIL DETAIL 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. 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 OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. r - T. 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 DRIVE TA F SA 1 SOUTH NE 570 REQUIRED TO MEET NEC STANDARDS. LITTLETN 80E 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. I INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. M TH ENGINEERING P.C. 8. 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. 10. ALL NEW MATERIAL SHALL HAVE A U.L LABEL. 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. PROPOSED UNDERGROUND POWER OF Nf6�, CONDUIT (LENGTH: 28'-0"t) 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG _ rEI�/EDD 12023 <- �outhoTdfiown � � C�� Planning Board JE ON NE ORK LIC SED PROFESSIONAL ENGINEER- LIC SE NUMBER:095374-1 x x x x x x x x x x x x x O IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION ` ( ° OF A LICENSED PROFESSIONAL ENGINEER, = PROPOSED DISH Wireless LLC TO ALTER THIS DOCUMENT. UTILITY METER WITHIN EXISTING VACANT METER BANK DRAWN BY: CHECKED BY: APPROVED BY: O' PROPOSED UNDERGROUND FIBER JRF JWS JKM o CONDUIT (LENGTH: 18'-0"t) RFDS REV : 3 �—x X CONSTRUCTION x x DOCUMENTS Lx x x x x x x xe x x x x x SUBMITTALS REV DATE DESCRIPTION 4 04-04-22 CLIENT COMMENTS 5 05-10-22 CUENT COMMENTS 6 W-01-22 dJENT COMMENTS 7 01/03/23 CLIENT COMMENTS EXISTING PAVED PARKING AREA S 05/17/23 CLIENT COMMENTS 9 05/18/23 CUENT COMMENTS EXISTING BUILDING 10 08/31/23 CLIENT COMMENTS 11 11/29/23 CUENT COMMENTS 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 12' 8' 4' 0 10' 20' Eml UTILITY ROUTE PLAN w = 332"=1'-0" ELECTRICAL NOTES NO SCALE 2 DISH Wireless LL-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. R E C E I V E D DEC 0 1 2023 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING Sout o Town Planning Board DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY DISH Wireless LLC L.L.C. OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT DISH Wirele33 LLC 0 O 0 FIBER DISTRIBUTION PANEL MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. L.L.C. PROVIDES 12AWG WIRE ( ' PROPOSED DISH Wireless LLC NOTE: FIBER PROVIDER TM LLC TAIL) L.L.C. PROPOSED FIBER WILL NEED TO PROVIDE AN 2. ALL ELECTRIICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL TE CO FIBER ENCLOSURE NID, 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. L.L.C. UNI IN THE BRACKETS A INCE DOESN'T 570 LITTLETON SANTA SOUTH CO 80120 RIVE 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE PROPOSED DISH Wireless UNE UP WITH CURRENT COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. LLC L.L.C. UNI SPACING BELOW PROPOSED FIBER PROVIDER IN IN OUT ooc DISH Wireless LLC L.L.C. 1-1/4- FLEX CONDUITS 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. FIBER 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 NID ENCLOSURE AND 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. TERMINATED BY FIBER PROPOSED DISH Wireless LLC INSTALL 1-1/4* LIQUID TIGHT PROPOSED DISH PROVIDER ON OTHER SIDE OF Wireless LLC L.L.C. BULKHEAD/LC TO LC L.L.C. 12 AWG WIRE (6' CONNECTORS, UL LISTED, NYLON 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 10 AMP DISTRIBUTION CONNECTOR WHERE CIRCUIT MATERIAL, WITH 0—RING GASKET BREAKER � IS TERMINATED. ' FIBER PROVIDER TO INSTALL 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. 1-1/4" FLEX CONDUITS BETWEEN INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. IN IN PROPOSED DISH Wireless LLC FDP TELCO BOX & NID20." 1 M L.L.C. PROPOSED FIBER PROVIDER 10 AMP DISTRIBUTION BREAKER E N C3 I N E E R I N G P.C. 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES PROPOSED DISH Wireless LLC O FIBER LATERAL FROM RIGHT PROPOSED DISH Wireless LLC INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. L.L.C. OF WAY TO STREET, PROPOSED DISH Wireless LLC L.L.C. E'Y�IR�SH Wireless LLC TERMINATED TO FDP L.L.C. E E�ISireless LLC 90 E. HALSEY ROAD, SUITE 104 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 L.L.C. PARSIPPANY, NJ 07054 THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL 1-1,/2" POWER FROM CABINET L.L.C. a 1-1/2" FIBER TO CABINET DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. DIS Wireless LLC L.L.C. 1-1/20 FIBER TO CABINETPROPOSED DISH Wireless LLC INSTALLS 1-1/2" CONDUITS PROPOSED DISH Wireless LLC PROPOSED DISH Wireless LLC 0 0 FOR POWER AND FIBER L.L.C. 2" CONDUIT FROM L.L.C. L.L.C. 2" CONDUIT FROM 10. ALL NEW MATERIAL SHALL HAVE A U.L LABEL CABINET COMMERCIAL FIBER VAULT 1-1/2- POWER FROM CABINET COMMERCIAL FIBER VAULT V. 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. r;�E FO f, ELECTRICAL NOTES NO SCALE DARK TELCO BOX - INTERIOR WIRING LAYOUT NO SCALE 2 LIT TELCO BOX - INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 3 V -EON JE _ NE FORK LI NSED PROFESSIONAL EN INEER- LI ENSE NUMBER:095374-1 PROPOSED 5 SINGLE 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 200A POWER METER TO ALTER THIS DOCUMENT. WITH DISCONNECT PROPOSED DISH Wireless LLC LOAD CENTER AT 200A PPC DRAWN BY: CHECKED BY: APPROVED BY: CABINET POWER SECTION JRF JWS JKM M M M • M M 200/3 RFDS REV #: 3 2 NEUTRA CONSTRUCTION GROUN '0 PROPOSED DOCUMENTS PROPOSED DISH DISH Wireless LLC 200A, Wireless SUBMITTALS 120/208V, 10 3W LLC AC CABINET TELCO PROPOSED CABINET MESA CABINET REV DATE DESCRIPTION • (BY OTHERS) 4 04-04-22 CUEM' COMMENTS SEE TRENCHING NOTE 1 2" RGS 5 05-10-22 WENT COMMENTS BACK6 06-01-22 WENT COMMENTS TRENCHING NOTES WORK FlSPELL CIFFICER ATIONS 7 01/03/23 WENT COMMENTS 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) g 05/17/23 CLIENT COMMENTS TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL 17— 9 05/18/23 CLIENT COMMENTS CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE 10 08/31/23 CLIENT COMMENTS OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONSPW PWR PWR PWR PWR PWR -�— PWR REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 PILAR PWR PWR PWR PWRPW P 11 11/29/23 CLIENT COMMENTS AREAS TO IT,S ORIGINAL CROSS / 6 WIDE WARNING TAPE A&E PROJECT NUMBER // / / FBR FBR FBR FBR FBR SECTION. x s /� 3 � NYNYCO2239A 2. TRENCHING SAFETY; INCLUDING, BUT NOT LIMITED TO SOIL /// /�/ m = DISH WIRELESS PROJECT INFORMATION PVC SCH. 40 CONDUIT FOR FIBER CADWELD CLASSIFICATION, SLOPING, AND \ ,� 3 (CM TO CONFIRM) NOTE: N Y N Y C 0 2 2 3 9 A SHORING, SHALL BE GOVERNED 61405 MAIN ROAD, ROUTE 25 RISER DIAGRAM IS FOR REFERENCE BY THE CURRENT OSHA c 0 N �/ '••• .' - o ONLY. WIRE SIZES AND FINAL WIRING TRENCHING AND EXCAVATION W c ' / : •�'.% " / crn — PVC SCH. 40 CONDUIT CONFIGURATION TO BE PROVIDED AFTER SOUTHOLD, NY 11971 SAFELY STANDARDS. o .� ;• •:•'• 0) o COMPLETION OF UTILITY CONSULT. z 3. ALL CONDUITS SHALL BE w / GROUND ROD INSTALLED 114 COMPLIANCE WITH �' c THE CURRENT NATIONAL / ' /� �� / UTILITY WARNING TAPE PVC SCH. 40 CONDUIT SHEET 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 TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 4 ELECTRICAL RISER DIAGRAM NO SCALE 5 E=2 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 TO UTILITY COMPANY BACKUP GENERATOR RK CABINET NOTES DELTA NETWORK 120/240V 10 SERVICE CAMLOCK GEN PLUG PROPOSED POWER PROTECTIVE CABINET DELTA ELITE-X DC PLANT 120/24OV, 1 PH, SERVICE RATED, THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY OVERALL UL LISTED POWER CENTER, THE ADJUSTMENT FACTOR OF 8096 PER 2020 NEC TABLE 310.15(C)(1) FOR UL1015 AWN UTILITY SERVICE N3R, 65K/10K AIC SERIES RATED. WIRE. (ALL WIRE AND TERMINATION HARDWARE TO BE RATED 75-C) 12ENTRANCE40VAC MAIN BREAKER WITH 12 FOR 20A OCPD WIRE DERATING: 200A 200A INTERLOCKED GENERATOR 0.8 x 25A = 20.OA 1 PH 65K C FEED, 200A I OK AIC (2) PROPOSED 8 FOR 40A OCPD WIRE DERATING: 0.8 x 50A - 40.OA N 1.0 EMT CONDUIT (3) 3/0 WITH #6 GROUND OSURGE SUPPRESSION CONDUIT SIZING: AT 40% FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358. IN 3 SCH 40 CONDUIT DEVICE 140KA MOV .� � ,� L L C 1.0 CONDUIT - .3460 SQ. IN AREA NEW 200A, 120/240V, 1�3W, 01 02 3.0" CONDUIT - 3.538 SQ. IN AREA NEMA 3R, UTILITY COMPANY M GFCI 15A 40A FOR RECTIFIER 1 5701 SOUTH SANTA FE DRIVE PROPOSED 2 8, 1 8 SHARED GND. APPROVED METER ENCLOSURE. 03 04 LITTLETON, CO 80120 0506 (2 CONDUIT): USING THWN-2, CU. PROPOSED 2 8 FOR RECTIFIER 2 RECTIFIER CONDUCTORS SPACE 07 08 40A 8 - 0.0366 SQ. IN X 4 = 0.1464 SQ. IN (3) 3/0 WITH #6 GROUND O SPACE 8 - 0.0366 SQ. IN X 1 = 0.0366 SQ. IN <GROUND 09 10 IN 3" SCH 40 CONDUIT SPACE 11 12 40A PROPOSED 2 8, 1 8 SHARED GND. TOTAL 0.1830 SQ. IN • FOR RECTIFIER 2 SPACE RECTIFIER & GFCI CONDUCTORS NEW 240V, 200A, 200AF, 13 14�_ 2P, NEMA 3R, SERVICE SPACE SPACE RATED DISCONNECT SWITCH. 15 16 #12 - 0.0133 SQ. IN X 2 = 0.0266 SQ. IN SCCR 100kA SPACE SPACE #8 - 0.0366 SQ. IN X 2 = 0.0732 SQ. IN 200 SPACE 17 18SPACE #8 - 0.0366 SQ. IN X 1 = 0.0366 SQ. IN <GROUND 19 20 TOTAL 0.1364 SQ. IN &- I M T SPACESPACE22SPACE ENC3INEERINC3 P.C. SPACE 2SPACE3 24 1.0" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES, SPACE SPACE INCLUDING GROUND WIRE, AS INDICATED ABOVE. 90 E. HALSEY ROAD, SUITE 104 PROPOSED 212 PARSIPPANY, NJ 07054 FOR CONVENIENCE OUTLET PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. #4 CU (GROUNDING 1 (3) 3/0 WITH #6 GROUND ELECTRODE CONDUCTOR) IN 3" SCH 40 CONDUIT3/0 - 0.2679 SQ. IN X 3 - 0.8037 SQ. IN SERVICE/FEEDER CONDUCTOR LENGTH TABLE #6 - 0.0507 SQ. IN X 1 - 0.0507 SQ. IN <GROUND (BASED ON INDUSTRY STANDARD 3% VOLTAGE DROP AND 5% NEC ALLOWABLE LIMIT) TOTAL = 0.8544 SQ. IN CONDUCTOR SIZES DESIGN LOADS 250 kcmil AL 300 kcmil AL 3/0 CU 4/0 CU 250 kcmll CU 300 kcmil CU 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, DM Witelem LLC. MOUUMUM INCLUDING GROUND WIRE, AS INDICATED ABOVE. CONTINUOUS LOAD (1 ) 130' 155' 145' 180' 215' 255' ��r,�0 ����✓'� (NEC ARTIctF 220 & 230 3% VOLTAGE DROP ��1Y tC 1 PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, AL. � =r CONTINUOUS LOAD (160A) r (NEC MTICLE 220 6: 2M 220' 260' 240' 300' 360' 425' 250kcmil AL - 0.3970 SQ. IN X 3 = 1.191 SQ. IN ` 5X VOLTAGE DROP #4 AL - 0.0824 SQ. IN X 1 = 0.0824 SQ.IN <GROUND 1.NOTES:2MCM/KCMIL AL + #2 AL GRD MAY BE USED AS A REPLACEMENT FOR 3/0 CU + #6 CU GRD SERVICE CONDUCTOR FROM THE TOTAL - 1.2734 SQ. IN DISH Wireless L.L.C. FIRST MEANS OF DISCONNECT/UTILITY COMPANY MEET-ME POINT. REFER TO VALUES ABOVE TO LIMIT VOLTAGE DROP TO 3%. 3.0 O SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF 4 WIRES J 2. ALUMINUM/COPPER CONDUCTORS MUST BE RATED 76C. INCLUDINGEON GROUND WIRE, AS INDICATED ABOVE. NE PROFESSIONAL YOR LENSED PROFES 3. ALUMINUM TO COPPER BUSS CONNECTIONS MUST MEET AND CONFORM TO ANSI AND BE UL LISTED. USE ANTI CORROSION ENGINEER (CENSE NUMBER: SIONAL NOTE: CONDUCTIVE LUBRICANT ON CONNECTIONS095374-1 BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105-C, 60OV, 4. PPC MAIN DISCONNECT CIRCUIT BREAKERS ACCEPT #4 - 300KCMIL AL OR CU CONDUCTORS. AND PVC INSULATED, IN THE SIZES SHOWN IN THE ONE-UNE DIAGRAM. CONTRACTOR MAY 5. VOLTAGE DROP FOR SINGLE METIER ENCLOSURE FED FROM TRANSFORMER WITH MULTIPLE CUSTOMERS IS CALCULATED FROM THE SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. TRANSFORMER TO PPC. (SERVICE AND FEEDER CONDUCTOR LENGTH) IT IS A VIOLATION OF LAW FOR ANY PERSON, 6. VOLTAGE DROP FOR MULTI-METER ENCLOSURE IS CALCULATED FROM THE METER TO PPC. (FEEDER CONDUCTOR LENGTH) UN ES THEY LICENSED ACTINGPROFUNDER THE NEER DIRECTION BREAKERS REQUIRED: 7. VOLTAGE DROP CALCULATIONS ARE BASED ON A POWER FACTOR OF 1, A LINE TO GROUND VOLTAGE PER CONDUCTOR OF 120V, NO RECEIVED A TO ALTER THIS DOCUMENT. (3) 40A, 2P BREAKER - SQUARE D P/N•00240 CORRECTION FACTOR FOR AMBIENT TEMPERATURE OR ADJUSTMENT FACTOR FOR MORE THAN THREE CURRENT-CARRYING _ (2) 15A, 1P BREAKER - SQUARE D P/N:00115 CONDUCTORS IN A SINGLE CONDUCT OR RACEWAY. A POWER FACTOR LESS THAN 1 OR VOLTAGE LESS THAN 120 WILL RESULT IN DEC 0 12023 SHORTER DISTANCES THAN SHOWN IN TABLE. DRAWN BY: CHECKED BY: APPROVED BY: outho flown Planning Board JRF JWS JKM RFDS REV #: 3 PCONSTRUCTIONPC ONE-LINE DIAGRAM No SCALE 1 DOCUMENTS PANEL NAME LOCATION VOLTAGE:240/120 10 MOUNTING/ENCLOSURE:SURFACE/NEMA 313 SUBMITTALS DELTA EQUIPMENT PLATFORM MAIN C/B:200 AMPS AVAIL. FAULT CURRENT: REV DATE DESCRIPTION BUS RATING:200 AMPS SHORT CIRCUIT RATING:65,000/10,000 SERIES RATED 4 04-04-22 CLIENT COMMENTS POLES POLES AMPS WIRE&CONDUIT TYPE DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE&CONDUIT AMPS 5 05-10-22 CUENT COMMENTS 15/1 2#12, 1 #12G R INTERNAL GFCI 0.18 1 1.68 2 1.50 RECTIFIER EQ SEE ONE LINE 40/2 6 06-01_22 CLIENT COMMENTS 15/1 SEE ONE LINE R CONVENIENCE OUTLET 0.18 3 1.68 4 1.50 EQ SPACE 5 1.50 6 1.50 RECTIFIER EQ SEE ONE LINE 40/2 7 01/03/23 CLIENT COMMENTS SPACE 7 1.50 8 1.50 EQ 8 05/17/23 CLIENT COMMENTS SPACE 9 1.50 10 1.50 RECTIFIER EQ SEE ONE LINE 40/2 SPACE 11 1.50 12 1.50 EQ 9 05/18/23 CLIENT COMMENTS SPACE 13 14 SPACE 10 08/31/23 CLIENT COMMENTS SPACE 15 16 SPACE SPACE 17 18 SPACE 11 11/29/23 CUENT COMMENTS SPACE 19 20 SPACE A&E PROJECT NUMBER SPACE 21 22 SPACE SPACE 23 24 SPACE NYNYCO2239A PHASED LOAD 1 4.7 4.7 KVA TOTAL CONNECTED LOA-D-F 9.4 kVA 39A DISH WIRELESS PROJECT INFORMATION TOTAL DEMAND LOAD 9.4 kVA 39A N Y N Y C 0 2 2 3 9 A LOAD DESCRIPTION CONN. LOAD DEMAND DESIGN LOAD TYPE KVA AMPS FACTOR KVA AMPS 61405 MAIN ROAD, ROUTE 25 L LIGHTING 0.0 0.0 1.25 0.0 0.0 R RECEPTACLE 0.4 1.5 NEC 0.4 1.5 SOUTHOLD, NY 11971 M MOTOR 0.0 0.0 NEC 0.0 0.0 H HEATING 0.0 0.0 1.00 0.0 0.0 AC HVAC 0.0 0.0 1.00 0.0 0.0 EQ EQUIPMENT 9.0 37.5 1.00 9.0 37.5 EXISTING 0.0 0.0 1 1.25 1 0.0 0.0 SHEET TITLE *ALL EQUIPMENT LOADS CONSIDERED CONTINUOUS LOADS ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER PANEL SCHEDULE No SCALE 2 E=3 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 TEST GROUND ROD ® EXOTHERMIC CONNECTION Fol INSPECTION SLEEVE PROPOSED BUSS BAR TEST WELL INSULATORS MECHANICAL CONNECTION #6 AWG STRANDED do INSULATED GROUND BUS BAR PROPOSED 4"02"0/4" TINNED — . COPPER GROUND BUSS BAR — #2 AWG SOLID COPPER TINNED C' OGROUND ROD BUSS BAR INSULATORNd" . BOND PROPOSED EQUIPMENT ' �1' � � �� � ' � i `� TM LLC PLATFORM TO PROPOSED ® ® / \ / GROUNDING ELECTRODE --- \ 5701 SOUTH SANTA FE DRIVE GROUNDING LEGEND SYSTEM (TV. 4) LITTLETON, CO 80120 BOND H-FRAME POST TO PROPOSED TOWER GROUND RING UNI-STRUT (TYP.) / (FEILD VERIFY) (BY OTHERS) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. BOND ICE BRIDGE . — — — --t ----------=--tgr- . SUPPORT POSTS TO GROUND RING BOND(s) 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN / ALL POSTS _ - _ _ COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless LLC L.L.C. GROUNDING AND BONDING I ' ) REQUIREMENTS AND MANUFACTURER'S SPECIFlCATIONS. / / I PROPOSED TOWER \\ (BY OTHERS) f2 AWG BURIED GROUND 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. RING 30" BELOW GRADE I \ NZIM T H #2 TINNED SOLID IN 1/2 I MIN. LIQUID TIGHT CONDUITo ' ° o °° ' GROUNDING KEY NOTES ENGINEERING Pc. FROM 24" BELOW GRADE C o . I TO WITHIN 3" TO 6" OF I o ® ', °. ° . . ° EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW 90 E. HALSEY ROAD, SUITE 104 CAD-WELD TERMINATION OGRADE, OR 6 INCHES BELOW THE FROST UNE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL PARSIPPANY, NJ 07054 POINT. EXPOSED END OF I o . THE LIQUID TIGHT CONDUIT p OR FOOTING MUST BE SEALED WITH ��K - TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, SILICONE CAULK. (TYP) B AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE Q BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE I BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE OPERIMETER OF THE EQUIPMENT AREA. ALL NON TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN r OF BOND EQUIPMENT AS INSULATED CONDUCTOR. F!� REQUIRED BY MANUFACTURER BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE / O PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE PROPOSED EQUIPMENT GROUND RING TO BUILDING. EXISTING TOWER GROUND RING (TOTAL 2) :a GROUND ROD: UL LISTED COPPER CLAD STEEL MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND ORODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF ER 1f'� AEON GROUND RING CONDUCTOR. .r� NEW YORK LI NS D'PROFESSIONAL TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT ENGINEER-L ENSE NUMBER:095374-1 OF FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN OF A LICENSED PROFESSIONAL ENGINEER, OINSULATED COPPER CONDUCTORS. 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: APPROVED BY: PROPOSED EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND JRF JWS JKM BULKHEAD (lYP) I ; I H TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND O INSPECTION SLEEVE. REDS REV #: 3 EXISTING MAST PROPOSED M?) I I O TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. ANTENNAERA14E BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT CONSTRUCTION ADAPTERROUNDEMBER J IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. PROPOSED I O DOCUMENTS STEALTH CANISTER a I INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA K OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE SUBMITTALS 3/8" HEX ORllllllllllllll6lll/lll0/lllBllllllllll I ( INTERIOR GROUND RING. REV DATE DESCRIPTION EXISTING MAST FILUSTER BOLT ( ? FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS LOCK WASHER I I f I OM BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID 4 04-04-22 �� � I i I O TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH 5 05-10-22 Guar CoatMEM 6"x2" GROUND ! BUS BAR FLAT WASHER i GATE POST AND ACROSS GATE OPENINGS. g 06-01-= CUaT C0MMEM EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED 7 01/03/23 Cuar COMMMS 6"x2" GROUND O TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE 8 05/17/23 CUENT COMMDM BUS BAR EXISTING MAST 1\\\\1\\\\\\\\\1\\\1\\\\\\\\\\\\\\\\\\ ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE 9 05/18/23 C" COMMEM ROUND MEMBER I I O TINNED CO LAGER aEM CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED 10 08/31/23 CUr COMM EM ADAPTER I I 11 11/29/23 CLIENT COMMaTS STAINLESS STEEL DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS A&E PROJECT NUMBER HOSE CLAMP #2 AWG STRANDED STAINLESS STEEL I COPPER GREEN OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND N Y N Y C 0 2 2 3 9 A INSULATED GREEN HOSE CLAMP 6"x2" GROUND BUS BAR 0 INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE (TOTAL OF 1) Q CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND DISH WIRELESS PROJECT INFORMATION CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND BAR N Y N Y C 0 2 2 3 9 A QTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. 61405 MAIN ROADR0UTE 25 REFER TO DISH Wireless LLC L.L.C. GROUNDING NOTES. ' SOUTHOLD, NY 11971 BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING RECEIVED ELEVATION DEC 0 12023 SHEET TITLE Sou>I,oIT-oWn —' GROUNDING PLANS Planning Board ! AND NOTES SHEET NUMBER G=1 TYPICAL ANTENNA GROUNDING DETAIL NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 DISH Wireless LLI�. TEMPLATE VERSION 34 - 06/11/2021 NOTES NOTES EQUIPMENT CABINET OMITTED FOR CLARITY CABLE GROUNDING = REQUIRED WHEN 0 PROPOSED GPS UNIT j ANTENNA IS LESS THAN 10' FROM CABINET r— ----------------------' PROPOSED GPS UNIT I I � ' L J 1 -------------------- I V1ft1WS,. LL o o PROPOSED PIPE COLUMN I i PROPOSED POST 2 AWG GROUND I � CONDUCTOR TO GROUND 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 PROPOSED GPS UNIT MOUNT OR APPROVED i PROPOSED PIPE CLAMPS I I EQUIVALENT � PROPOSED DISH I � Wireless LLC L.L.C. POWER I I 0 PROTECTIVE ► o I I CABINET I I RESERVED SPACE FIBER I NID, IF REQUIRED RECEIVED ---��, DEC 01 2023 ——�———— — 1/2- COAX CABLE 8" outhbTd Town ' 1 T jI P MINIMUM BENDING RADIUS �� Planning Board I � ENGINEERING R.C. PER CABLE MANUFACTURER'S � ' ————————— SPECIFICATIONS TO GROUND 90 E. HALSEY ROAD, SUITE 104 I If PROPOSED I I/ PARSIPPANY, NJ 07054 ISI DISH Wireless I ,{ TYPICAL GPS UNIT GROUNDING No SCALE 2 NO SCALE I I/ I LLC L.L.C. i I i1 I SAFETY SWITCH.INSTALL J� � ISI I ( S I I I I REQUIRED BY I I I WILUTILITY CO I i III PROPOSED TELCO FIBER ENCLOSURE 10 y ---- �' � I � M, /° OF AIF�y PROPOSED #2 AWG TIE 077 INTO GROUND RING (TYP) 4r�Kj�`-AcaK JE M1 E N PROPOSED PLATFORM NE YORK F15cD����FE�$SIONAL #2 TINNED SOLID IN 1/2" MIN. LIQUID i o c O o c ENGINEER- CENSFNClMBER:095374-I TIGHT CONDUIT FROM 24" BELOW GRADE i ° BUSS 00 O O O ° � TO WITHIN 3" TO 6" OF CAD—WELD ° o 0 BAR rl 0 0 0 0 0 rl o c o TERMINATION POINT. EXPOSED END OF191 IT IS A N I I UNLESS THEY AREAOTING UNDER THE DIRECTION F LAW FOR ANY PERSON, THE LIQUID TIGHT CONDUIT MUST BE BOND EQUIPMENT � I ( / I I 1 1 � OF A LICENSED PROFESSIONAL ENGINEER, SEALED WITH SILICONE CAULK. (TYP) I I GROUND BAR TO ; �-} I I TO ALTER THIS DOCUMENT. GROUNDING i — ELECTRODE r-L i SYSTEM (TYP) A ' L J I PROPOSED GROUND RING DRAWN BY: CHECKED BY: APPROVED BY: 00 I I 00 JRF JWS JKM �� �; BASE CONNECTION / PROPOSED RFDS REV #: 3 — — — — — — — - — \ — — — — GROUND RING 2 GROUND CONSTRUCTION DOCUMENTS H—FRAME GROUNDING DETAIL No SCALE OUTDOOR CABINET GROUNDING NO SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12" DIA x 24" DEEP 4 04-04-22 CLIENT COMMENTS INSPECTION SLEEVE PVC f2 TINNED SOLID IN 1/2" MIN. LIQUID OR SOIL PIPE WITH CAP 5 05-10-22 CLIENT COMMENTS TIGHT CONDUIT FROM 24" BELOW GRADE PIPE � —0 1� OR EQUIVALENT " 6 06-01-22 CLIENT COMMENTS TO V(ITHIN 3 TO 6 OF CAD—WELD . : TERMINATION POINT. EXPOSED END OF a 7 01/03/23 CLIENT COMMENTS THE LIQUID TIGHT CONDUIT MUST BE i e FINISHED GRADE 8 03/17/23 CLIENT COMMENTS SEALED WITH SILICONE CAULK. INCLUDE WARNING TAPE WITH / / : :o 0 0. o::o 0 0. o::o 0 0 (311 :6 o::o 0 0. o::o o . o.:o 0 0. BACKFILL PER SPECIFICATIONS 9 05/18/23 CLIENT COMMENTS ,0. o. o .o�. o. o .o�. o. .o . 0 oo. o. o .o9. o. o .00. o. o . GRADE 3 0 . � o. -o .M.O. o . ' o o .o . ;-o. .o . .o . .0. 10 08/31/23 CLIENT COMMENTS tai N •/\\/\\/\\/\\/\\/\\ \/\\/\\/\\ \\/ 11 11/29/23 CLIENT COMMENTS :3 ��/jam/j�/j�/j�/j�/ /\/\/\/ /jam/ A&E PROJECT NUMBER 'zoo \//\\//\\//\\//\\ \//\\//\\//\\/���/ EXOTHERMIC CONNECTION S N Y N YC0 2 2 3 9 A >° 3 \\//\//\///\ //\//\/// °° Z DISH WIRELESS PROJECT INFORMATION �� 3/4" CRUSHED STONE OR to N NEQUAL FILL TEST WELL TOo o N Y N YC 02 23 9 A WITHIN 2 OF TOP OF 61405 MAIN ROAD, ROUTE 25 GROUNDING LOOP CONDUCTOR 16 GROUND RING, #2 AWG SOLID BARE TINNED SOUTHOLD, NY 11971 CADWEL (TYP) 1 I I GROUND RING COPPER CONDUCTOR #2 AWG SOLID TINNED SHEET TITLE TIE INTO EXISTING COPPER CONDUCTOR GROUNDING DETAILS GROUND RING EXTERIOR GROUND RING GROUND ROD, 1/2- MIN. x 8'-0" LONG COPPER CLAD STEEL (ERICO #625880) SHEET NUMBER G=2 TRANSITIONING GROUND DETAIL NO SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE No SCALE 5 TYPICAL GROUND RING TRENCH No SCALE 6 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 1. EXOTHERMIC WELD (2) TWO, J2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. (ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC p NOTE: MINIMUM OF 3 THREADS Wim' w TO BE VISIBLE (TYP) S/S BOLT (TYP) 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. 12" MIN S/S SPLIT WASHER (TYP) , ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND BEFORE MATING. w S/S FLAT WASHER (TYP) ^' ' TM L L C 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND HYBRID CABLE N BEFORE MATING. 2 HOLE LONG BARREL 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR TINNED SOLID COPPER 5701 SOUTH SANTA FE DRIVE DOWN TO GROUNDING BUS. ,,\ LUG (TYP) LITTLETON, CO 80120 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ONSOLID S/S FLAT WASHER (TYP) THE BACK SIDE. WEATHERPROOFING KIT COPPER BUS BAR (SEE NOTE 3) S/S NUT (TYP) 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. J6 AWG CONDUCTONWITHEDTHWN COPPER RECEIVED 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8- OF THE BARREL (NO SHINERS). INSULATION GROUNDED TO GROUND BARSEE NOTES 1 & 2 ( ) 2013 Southo d'iov�n._J fKA Planning Board xdm w 0 TH ENGINEERING P.C. 90 E. HALSEY ROAD, SUITE 104 TYPICAL GROUNDING NOTES NO SCALE CONNECTION OF HYBRID CABLE GROUNDING KIT NO SCALE 2 LUG DETAIL NO SCALE PARSIPPANY, NJ 07054 3 TO HYBRID TRUNK MONOPOLE EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE TOOTHED EXTERIOR TWO—HOLE SHRINK UV BUTT UP AGAINST THE ALL INTERIOR TWO—HOLE CONNECTOR BARREL CONNECTORS RATED CONNECTOR BARREL CONNECTORS 3/8" DIA X1 1/2* 3/8" DIA x 1 1/2' 4 PJB J J,y #6 STRANDED CU WIRE WITH PROPOSED UPPER GROUND �4r ^' GREEN, 60OV, THWN e e S e e e BAR LOCATED AT MCL S/S NUT S/S NUT INSULATION (OR AS PROVIDED �o S S (BONDED TO TOWER STEEL) WRH GROUND KIT) (TYP) S/S LOCK S/S LOCK 4 WASHER --- ------ WASHER --- ------- JE „c, .'' ' INE YORK LI NSFDbFESSIONAL PROPOSED HYBRID TO S/S FLAT WASHER FLAT ENGINEER- L ENSE NUMBER:095374-I ANTENNA (TYP) WASHER ------- --- ------- TINNED COPPER TINNED COPPER IT IS A VIOLATION OF LAW FOR ANY PERSON, GROUNDING BAR ——— ——————— GROUNDING BAR ——— ——————— UNLESS THEY ARE ACTING UNDER THE DIRECTION S/S FLAT �� S/S FLAT �� OF A LICENSED PROFESSIONAL ENGINEER, WASHER JJJ���l1J WASHER TO ALTER THIS DOCUMENT. EXISTING MONOPOLE --- ------- --- DRAWN BY: CHECKED BY: APPROVED BY: S/S BOLT S/S BOLT 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 LUG (TYP) CONSTRUCTION HYBRID (TYP FOR) DOCUMENTS TO TRAY OR CEIPMENT BRI GES TYPICAL INTERIOR TWO HOLE LUG NO SCALE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 5 6 SUBMITTALS I REV DATE DESCRIPTION EXISTING GROUND WIRE 4 004-22 CLIENT COMMENTS 5 05-10-22 CUENT COMMENTS EXISTING TOWER PIER/ e 06-01_22 CUENT COMMENTS FOOTING 7 01/03/23 CUENT COMMENTS GRADE 8 05/17/23 CUENT COMMENTS 9 05/18/23 CUENT COMMENTS INSPECTION 10 08/31/23 CLIENT COMMENTS WELL ' 11 11/29/23 1 CUENr COMMENTS EXISTING A&E PROJECT NUMBER GROUND RING NYNYCO2239A DISH WIRELESS PROJECT INFORMATION I I NYNYCO2239A i 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE 1. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO 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 EDMON OF ANSI/TIA 222 AND NEPA 780. G-3 TYPICAL ANTENNA CABLE GROUNDING NO SCALE 4 NOT USED NO SCALE $ NOT USED NO SCALE g DISH Wireless 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 ORANGE PURPLE ALPHA RRH BETA RRH GAMMA RRH LOW—BAND RRH PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 (600 MHz N71 BASEBAND) + + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT . � LLC (850 MHz N26 BAND) + (700 MHz N 2 9 BAND) — OPTIONAL PER MARKET �� RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN CBRS TECH NEGATIVE SLANT PORT 5701 SOUTH SANTA FE DRIVE ADD FREQUENCY COLOR TO SECTOR BAND (3 GHz) ON ANT/RRH LITTLETON, CO 80120 (CBRS WILL USE YELLOW BAND) _ ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN YELLOW WHITE t'r _ p ORANGE ORANGE _J BPORy ORANGE ORANGE B pR ORANGE ORANGE ti • �14111' R — P R —.;SPO RT ALPHA SECTOR BETA SECTOR GAMMA SECTOR :. MID—BAND RRH .. . .. �... .`. ' RED BLUE GREEN AWS BANDS N66+N70 RED RED RED RED BLUE BLUE p-I,BLUE BLUE GREEN GREEN GREEN GREEN INA U T H 777 777,- Y 77 ADD FREQUENCY COLOR TO SECTOR BAND ��, •..... - (CBRS WILL USE YELLOW BANDS) PURPLE PURPLE RED RED PURPLE PURPLE BLUE BLUE PURPLE PURPLE GREEN GREEN 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 PURPLE PURPLE _ pO PURPLE PURPLE _ PORT PURPLE PURPLE COLOR IDENTIFIER wmw. 2 — POR — PO — PO RECEIVED HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER COAX#1 COAX #2 DEC O l 2023 INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) ALONG WITH FREQUENCY BANDS. Sout o Town r Planning Board EXAMPLE 1 — HYBRID, OR DISCREET, SUPPORTS RED RED RED RED iksk ALL SECTORS, BOTH LOW—BANDS AND MID—BANDS. BLUE BLUE f�tRA - EXAMPLE 2 — HYBRID OR DISCREET SUPPORTS GREEN GREEN RED �;; ✓3 G" CBRS ONLY, ALL SECTORS. JE M �N1cKE0N EXAMPLE 3 — MAIN COAX WITH GROUND ORANGE YELLOW NE ' YORK ENSED PROFESSIONAL MOUNTED RRHs. PURPLE ENGINEER- ICENSE NUMBER:095374-1 IT IS A VIOLATION OF LAW FOR ANY PERSON, FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. LOW—BAND HHR FIBER CABLES HAVE SECTOR STRIPE ONLY. RED RED BLUE BLUE GREEN GREEN DRAWN BY: CHECKED BY: APPROVED BY: ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE JRF JWS 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 RED RED BLUE BLUE GREEN GREEN DOCUMENTS 7777 ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE NOT USED 3 SUBMITTALS 7777-1 7" REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 4 04�-22 CU� COMMENTS MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND 5 05-10-22 CLIENT COMMENTS RET CONTROL IS HANDLED BY THE MID—BAND IN IN IN IN IN IN 6 06-01-22 CLIENT COMMENTS RRH WHEN ONE SET OF RET PORTS EXIST ON ANTENNA. 01/03/23 CUENT COMMENTS SEPARATE RET CABLES ARE USED WHEN RED RED . BLUE BLUE GREEN GREEN 8 05/17/23 CUENT COMMENTS ANTENNA PORTS PROVIDE INPUTS FOR BOTH 9 05/18/23 CLIENT COMMENTS LOW AND MID BANDS. _ PURPLE ORANGE PURPLE ORANGE PURPLE ORANGE r 10 08/31/23 CLIENT COMMENTS 11 11/29/23 CUENT COMMENTS 7777-,7-7 7777777 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 WITH THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. WHITE WHITE WHITE WHITE WHITE WHITE NYNYCO2239A ADD ADDITIONAL SECTOR COLOR BANDS FOR 61405 MAIN ROAD, ROUTE 25 EACH ADDITIONAL MW RADIO. RED RED BLUE BLUE GREEN GREEN SOUTHOLD, NY 11971 MICROWAVE CABLES WILL REQUIRE P—TOUCH WHITE WHITE WHITE WHITE WHITE WHITE LABELS INSIDE THE CABINET TO IDENTIFY THE RED BLUE GREEN LOCAL AND REMOTE SITE ID's. WHITE WHITE WHITE SHEET TITLE RF CABLE COLOR CODE SHEET NUMBER RF-1 RIF CABLE COLOR CODES NOT USED DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 EXOTHERMIC CONNECTION AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR MECHANICAL CONNECTION in AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR ADDL ADDITIONAL LF LINEAR FEET CHEMICAL ELECTROLYTIC GROUNDING SYSTEM ® AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM T AGL ABOVE GROUND LEVEL MAX MAXIMUM EXOTHERMIC WITH INSPECTION SLEEVE Q AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT ALUM ALUMINUM MECH MECHANICAL WLTGIWST. LLC GROUNDING BAR ALT ALTERNATE MFR MANUFACTURER GROUND ROD I�� ANT ANTENNA MGB MASTER GROUND BAR 5701 SOUTH SANTA FE DRIVE TEST GROUND ROD WITH INSPECTION SLEEVE 11I-ET APPROX APPROXIMATE MIN MINIMUM LITTLETON, CO 80120 ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MTL METAL, AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH DUPLEX RECEPTACLE BATT BATTERY MW MICROWAVE BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER RECEIVED FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48—T8 F BM BEAM f NUMBER BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE '\'d***'' I M EDEC01 2023 Southo Town TH ( ) CAB CABINET SMOKE DETECTION DC O BOF BOTTOM OF FOOTING OC ON—CENTER SD Planning Board ENGINEERING P.C. OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY LIGHTING (DC) CANT CANTILEVERED OPNG OPENING 90 E. HALSEY ROAD, SUITE 104 CHG CHARGING P/C PRECAST CONCRETE PARSIPPANY, NJ 07054 SECURITY IUGHT W/PHOTOCELL LITHONIA ALXW CLG CEILING Q PCS PERSONAL COMMUNICATION SERVICES LED-1-25A400/51 K—SR4-120—PE—DDBTXD CLR CLEAR PCU PRIMARY CONTROL UNIT CHAIN LINK FENCE X X X X COL COLUMN PRC PRIMARY RADIO CABINET COMM COMMON PP POLARIZING PRESERVING WOOD/WROUGHT IRON FENCE CONC CONCRETE PSF POUNDS PER SQUARE FOOT WALL STRUCTURE CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH LEASE AREA — DBL DOUBLE PT PRESSURE TREATED 0 F N� — DC DIRECT CURRENT Z E, PROPERTY UNE (PL) — — — — — — DEPT DEPARTMENT PWR POWER CABINET QTY QUANTITY SETBACKS - - - - - -- - - - - - - - - - - - - - - - - - - DF DOUGLAS FIR RAD RADIUS 1 DIA DIAMETER RECT RECTIFIER - r ICE BRIDGE DIAG DIAGONAL CABLE TRAY DIM DIMENSION REF REFERENCE c s.�,y �!f REINF REINFORCEMENT J E I > . � IO N WATER UNE W W W W W DWG DRAWING , NEW YORK RSEOlR�OFESSIONAL DWL DOWEL REQ9D REQUIRED ENGINEER- ENSENUMBER:095374-I UNDERGROUND POWER UGP UGP UGP UGP UGP EA EACH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO UGT UGT UGT UGT UGT EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY IT IS A VIOLATION OF LAW FOR ANY PERSON, RMC RIGID METALLIC CONDUIT UNLESS THEY ARE ACTING UNDER THE DIRECTION OVERHEAD POWER OHp OHP OHP OHp EL ELEVATION OF A LICENSED PROFESSIONAL ENGINEER, ELEC ELECTRICAL RRH REMOTE RADIO HEAD TO ALTER THIS DOCUMENT. OVERHEAD TELCO OHT OHT OHT OFTr EMT ELECTRICAL METAWC TUBING RRU REMOTE RADIO UNIT UNDERGROUND TELCO/POWER UGT/P UGT/P UGT/P UGT/P ENG ENGINEER RWY RACEWAY DRAWN BY: CHECKED BY: APPROVED BY: EQ EQUAL SCH SCHEDULE JRF JWS JKM ABOVE GROUND POWER AGP AGP AGP AGP AGP EXP EXPANSION SHT SHEET ABOVE GROUND TELCO AGT AGT AGT AGT AGT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE RFDS REV #: 3 ABOVE GROUND TELCO/POWER AGT/P AGT/P AGT/P AGT/P EW EACH WAY SIM SIMILAR FAB FABRICATION SPEC SPECIFICATION CONSTRUCTION WORKPOIN'T W.P. FF FINISH FLOOR SQ SQUARE DOCUMENTS )_x FG FINISH GRADE SS STAINLESS STEEL SECTION REFERENCE X_X FIF FACILITY INTERFACE FRAME STD STANDARD SUBMITTALS FIN FINISH(ED) STL STEEL REV DATE DESCRIPTION TEMP TEMPORARY FLR FLOOR THK THICKNESS 4 04-04-22 CLJEW EM rx_x FDN FOUNDATION 5 05-10-22 CUENT COMMENTS DETAIL REI�RENCE X_X TMA TOWER MOUNTED AMPLIFIER FOC FACE OF CONCRETE TN TOE NAIL 8 06-01-22 CUEW COMMENTS FOM FACE OF MASONRY TOA TOP OF ANTENNA 7 01/03/23 CLIENT COMMENTS FOS FACE OF STUD TOC TOP OF CURB 8 1 05/17/23 CUENT COMMEMS FOW FACE OF WALL TOF TOP OF FOUNDATION s 1 03/18/23 CLIENT COMMEMS FS FINISH SURFACE 10 08/31/23 CLIENT COMMENTS FT FOOT TOP TOP OF PLATE (PARAPET) 11 11/29/23 CLIENT COMMENTS FTG FOOTING TOS TOP OF STEEL TOW TOP OF WALL A&E PROJECT NUMBER GA GAUGE NYNYCO2239A GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL DISH WIRELESS PROJECT INFORMATION GIB GLUE LAMINATED BEAM UG UNDERGROUND N Y N Y C 0 2 2 3 9 A GLV GALVANIZED UL UNDERWRITERS LABORATORY LINO UNLESS NOTED OTHERWISE 61405 MAIN ROAD, ROUTE 25 GPS GLOBAL POSITIONING SYSTEM SOUTHOLD, NY 11971 GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM 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 A N D HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING WT WEIGHT G -1 LEGEND ABBREVIATIONS DISH Wireless 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: ORDER. PRIOR TO ACCESSING ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless RECEIVE® (NTP) AND THE ISSUANCE OF A PURCHASE / 1 .FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: LLC L.L.C. AND TOWER OWNER NOC & THE DISH Wireless LLC L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. DEC 01 2023 CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION South-o-1 _TOWn 2. "LOOK UP" - DISH Wireless LLC L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: Planning Board CARRIER:DISH Wireless LLC L.L.C. THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES UIU'031 WS TM LL 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 Am mmomm" PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF OBSERVATION OF THE FINISHED STRUCTURE ONLY. I U TH THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; °'` ' �' ` fn l r% AND ANY' APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN so E. HALSEY ROAD SUITE 104 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 PAHALSE NY, D, SUITE INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF 07054 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 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 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 POSSIBLE E old / rc , SUCH CHANGE OF INSTALLATION. �,� 6. PRIOR TO THE SUBMISSION OF BIDS THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS Lt1Y s EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, SHALL E IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES REGULATIONS f 7. ALL MATERIALS FURNISHED AND INSTALLED SHL B ORDINANCES AND APPLICABLE REGULATIONS. AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, JER�!` lj9S �_KE�N REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED }tr � 8. 'THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS NEW YORK - EE�RdFESSIONAL OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ENGINEER- LIC SE NUMBER:095374-1 UNLESS SPECIFICALLY STATED OTHERWISE. ORDINANCES AND APPLICABLE REGULATIONS. 9. 'THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START IT IS A VIOLATION OF LAW FOR ANY PERSON, OF CONSTRUCTION. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR UNLESS THEY ARE ACTING UNDER THE DIRECTION NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE g 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: APPROVED 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 REDS 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 4 04-04-22 CLIENT COMMENTS 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 5 05-10-22 clIENr COMMENTS THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless LLC L.L.C. AND TOWER OWNER, AND/OR LOCAL REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 8 06-01-22 CUENT COMMENTS UTILITIES,. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY 7 01/03/23 CUENT COMMENTS 14. 'THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE BASIS. 8 05/17/23 CUENT COMMENTS REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 9 05/18/23 CUENT COMMENTS 10 OS/31/23 CLIENT COMMENTS 15. 'THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 11 11/31/23 WCILIENT COMMENTS 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 DRAWING'S AND/OR PROJECT SPECIFICATIONS. NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. SOUTHOLD, NY 11971 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. 21 . CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY SHEET NUMBER BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT Gim =2 DISH Wireless L..L..C. TEMPLATE VERSION 34 - 06/11/2021 CONCE E. 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. -77�� psf. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR 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 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 M IM, TM 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 LLC L.L.C.l OR DISH Wireless reess / 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 L.L.C.". #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. 7rHE 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: RE C E__I_V E D • #6 BARS AND LARGER 2" • #5 BARS AND SMALLER 1 -1/2" / I M TH DEC 0 1 21723 • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: Planning Planning Town E N G I N E E R I N G R.C. Board • 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: 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. F 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 4.1 . ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF I 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 JERO 1 �1 -ETON RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE NEW YORK LICE ED PROFESSIONAL GOVERNING JURISDICTION. ENGINEER- LIC SE NUMBER:095374-1 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 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION EQUAL). 'THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. OF A LICENSED PROFESSIONAL ENGINEER, 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE TO ALTER THIS DOCUMENT. CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT DRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. RFDS 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 REVI DATE DESCRIPTION TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 4 04_04_22 CUM COMMO s 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 5 05-10-22 aMff COMMe s BETTS (C►R EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 6 06-01_22 ap,R COMMEM 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND 7 01/03/23 WW COMMMM NEC. s 05/17/23 agar coMmam 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR 9 005/18/23 aJW COMMMM EXPOSED INDOOR LOCATIONS. 10 08/31/23 CUENr COMM M 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 11 11/29/23 1 CuDir c:ommem 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-TITE 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 NEC. SOUTHOLD, NY 11971 21 . WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOL.D SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). SHEET TITLE 23. CONDUITS 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 GIM =3 FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED DISH Wireless L,LC. 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 GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 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. rKM WTM 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. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS 5701 SOUTH SANTA DRIVE WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS LITTLETON, CO 8011 20 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. RECEIVED 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 [DEC0 1 2023 SUP SouthoTcTTown 11 . EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. Planning Board ENGINEERING P.C. 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 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND PARSIPPANY, NJ 07054 BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. E30ND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND _ CONDUCTOR. �OF ROUT 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ED 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 I CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., , f NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT JER Yl H �E/,,% N 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4 NEw ORK LI�� `�FESSIONAL NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD—WELD TERMINATION POINT. THE EXPOSED END ENGINEER- LIC SEBER:095374-1 OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21 . 13UILDINGS 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, TION TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING �"OFSA�CENSEDAPRoFESSIONALTE GINEER, 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 BY: APPROVED BY: (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. JRF JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 4 04--04-22 CLIENT COMMENTS 5 05-10-22 CLIENT COMMENTS 6 06-01-22 CLIENT COMMENTS 7 01/03/23 CLIENT COMMENTS 8 05/17/23 CLIENT COMMENTS 9 05/18/23 CLIENT QTS 10 08/31/23 CLIENT COMMENTS 11 11/29/23 1 CUENT COMMENTS 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 Wireless L»L.C. TEMPLATE VERSION 34 — 06/11/2021 EL PROJECT TEAM _ GENERAL NOTES .,� •'.'. CV CLIENT REPRESENTATIVE THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE C COMPANY: ELITE TOWERS L.P. -�-- - + MAINTENANCE.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY ADDRESS: I S. DURKEE LANE SEWER SERVICE, POTABLE WATER,OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. CITY,STATE,ZIP: E. PATCHOGUE, NY 11772 CONTACT: TANYA NEGRON PHONE: (516)410-8730""-'""° w E-MAIL: TANYA.NEGRON@ELITE-TOWERS.COM APPLICABLE BUILDING CODES & STANDARDS , T ., I'�'� � ..-„off: It •-' SITE ACQUISITION ` '� t : " ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE F W 6.C� 1 1~ I I .C. ` *" 5,�'�' : •. .> FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. LP COMPANY: ELITE TOWERS L.P. TES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO ADDRESS: I S. DURKEE LANE - PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. 0 CITY,STATE,ZIP: E. PATCHOGUE, NY 11772 " Mreless o mi mu n k'a+L(ons I n I_rastrLI C tLI re Experts _ CONTACT: TANYA NEGRON 1. 2020 BUILDING CODE OF NEW YORK STATE(IBC 2018 WITH AMENDMENTS) �c PHONE: 410-8730 TAN E-MAIL: TANYA.NEGRON@ELITE-TOWERS.COM 2. NATIONAL ELECTRICAL CODE NFPA 70-17 ELI1 ,� O W L �'isatess Comm�air.atia�-Ir;`rastRi:ture Expe3s 'ID3. 2020 FIRE CODE OF NEW YORK STATE (IFC 2018 WITH AMENDMENTS) ENGINEER I IT ® r 11 4. LIGHTNING PROTECTION CODE NFPA 780-2017 COMPANY: AZIMUTH ENGINEERING P.C. SITA"7 B IA. so ADDRESS: 90 E. HALSEY ROAD, SUITE 104 5. AMERICAN CONCRETE INSTITUTE 318-14 J CITY, STATE, ZIP: PARSIPPANY N 07054 CONTACT: JEREMY MCKEON 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION 15TH EDITION ,, PHONE: 973-970-0068 E-MAIL: JMCKEON@AZIMUTHEG.COM 7. EIA/TIA-222 REVISION H 8. TIA 607 FOR GROUNDING APPLICANT/LESSEE COMPANY: ELITE TOWERS L.P. 9. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS 81 � ` �►• , ADDRESS: I S. DURKEE LANELrFON W1 10. IEEE C2 LATEST EDITION CITY,STATE,ZIP: E.PATCHOGUE, NY 11772 CO-APPLICANT I I. TELCORDIA GR-1275 12.ANSI T 1.311 ILA COMPANY: NEW YORK SMSA LIMITED PARTNERSHIP SIT SOU 1"THO 4 d/b/a VERIZON WIRELESS U(3- THIS U11' K,ADDRESS: 4 CENTEROCK ROADPROJECT DESCRIPTION/SCOPE OF '�XIORK CITY,STATE,ZtP: WEST NYACK,NY 10994 PROJECT WILL BE COMPRISED OF: CO-APPLICANT ELITE TOWERS: COMPANY: SOUTHOLD FIRE DISTRICT ADDRESS: 55135 MAIN ROADsoultIO INSTALLATION OF NEW EQUIPMENT COMPOUND, 12'-0" HIGH CHAIN LINK FENCE WITH • PROTECT YOIJRSELF e ALL STATES REOUIPE NOTIFICATION OF PRIVACY SLATS, 150'CONCEALMENT TOWERD , MESA CABINET, ELECTRIC METER BANK, EXCAVATORS, DESICNl RS, OR ANY PERSON CITY,STATE, ZIP: SOUTHOLD, NY 10994 RICr 1'r ELECTRIC TRANSFORMER,STEEL&CONCRETE BOLLARDS PEERFECE TO CIS ERN THE EARTH'S Know what's below. • NEW 70'-0"x 35'-0" EQUIPMENT COMPOUND WITH 12'-0"CHAIN LINK FENCE WITH Call before you dig. PRIVACY SLATS= I FOR STATE SPECIFIC DIRECT PHONE NL1r,1BERS SHEET INDEX • NEW 150' CONCEALMENT TOWER= I VISIT: WWW.CALLaJ1.COM • MESA CABINET= I • ELECTRIC METER BANK= I s(,ALL. uI AWN BY: _HE_KLD BY. • ELECTRIC TRANSFORMER= I AS SHOWN WAS JKM SHEET NUMBER DESCRIPTION STEEL&CONCRETE BOLLARDS=4 SOUTHOLD NY FIRE DEPARTMENT 11 11/28/23 REVISED PER COMMENTS JCM JWS - TITLE SHEET 10 08/30/23 REVISED PER COMMENTS JCM JWS Z-02 SITE PLAN&NOTES 61405 0 • NEW FIRE DISTRICT EQUIPMENT CABINET= I Z-03 BULK TABLE • NEW FIRE DISTRICT PREFABRICATED EQUIPMENT PLATFORM = 1 9 06/15/23 REVISED PER COMMENTS JRF JWS • NEW FIRE DISTRICT CONCRETE PIER=4 8 05/18/23 REVISED PER COMMENTS JCM JWS Z-04 ZONING INFORMATION • NEW FIRE DISTRICT ANTENNA- I Z-05 200'RADIUS PLANU HO • NEW FIRE DISTRICT PTP = 1 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS - Z-06 VICINITY PLAN 11971 VERIZON WIRELESS: JRF JWS 5 01/03/23 CLIENT COMMENTS JCM JWS Z-07 500'PROPERTY OWNERS LIST INSTALLATION OF NEW 2'-0'Q�CONCRETE PIERS,20'-0"x 10'-0"STEEL EQUIPMENT PLATFORM, Coll T EQUIPMENT CABINET, BATTERY CABINET,TELCO CABINET, PPC CABINET,WORK LIGHTS, 4 12/14/22 CLIENT COMMENTS WPK JWS AL MARINA..� VERI R EL LD LD RE I MAIN R AD LD NY rryZ-08 COMPOUND PLAN DISCONNECT SWITCH, CABLE BRIDGE, PANEL ANTENNAS, RRH'S& DIPLEXER 3 06/01/22 CLIENT COMMENTS WPK JWS Z-09 EQUIPMENT PLANS"ru'TF0_L"" K S, NEW T-0"O CONCRETE PIERS = 6 REV DATE DESCRIPTION D eY N CHECKED Z-10 ANTENNA PLANS&ANTENNA SCHEDULE NEW 20'-0"x 10'-0"STEEL EQUIPMENT PLATFORM = I Z-I I ELEVATION NEW EQUIPMENT CABINET = I Z-12 CONSTRUCTION DETAILS- I ® NEW BATTERY CABINET= I ® NEW TELCO CABINET = I Z-13 CONSTRUCTION DETAILS-2 NEW PPC CABINET= I _ Z-14 EQUIPMENT DETAILS- I NEW WORK LIGHTS =2 - ' 'f NEW DISCONNECT SWITCH= I Z-15 EQUIPMENT DETAILS-2 150 / NEW CABLE BRIDGE = I CONC IL NEW PANEL ANTENNAS=2 PER SECTOR, 6 TOTAL Z-16 FIRE DISTRICT EQUIPMENT- I NEW RRH- 3 PER SECTOR,9 TOTAL Z-17 FIRE DISTRICT EQUIPMENT-2 NEW DIPLEXERS= I PER SECTOR, 3 TOTAL(AT EQUIPMENT) ` NEW TRIPLEXERS= 1 PER SECTOR, 3 TOTAL(AT EQUIPMENT) F Z-18 2007 INSURANCE FLOOD INSURANCE MAP AERIAL MAP VICINITY MAP NEW TRIPLEXERS = I PER SECTOR, 3 TOTAL(AT ANTENNAS) N �: A ft McKEON M � ti jL TYP EALM N _ I EW YO LICENSED PROFESSIONAL =w $:. AREA OF WORKy. ENGINE -LICENSE NUMBER:095374-1 W-- �E SITE INFORMATION - IT IS A VIOLATION OF LAW FOR ANY PERSON, AREA OF WORK UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL PROPERTY/TOWER OWNER ' ;., 25� ENGINEER, TO ALTER THIS DOCUMENT. NAME: BUDD'S POND MARINA INC. ffi ADDRESS: 61405 MAIN ROAD T ' a ' ., S 1 E f V 0 R M A TI O N CITY,STATE,ZIP: SOUTHOLD NY. 11971 ., PSA VI w SITE NO: ALBERTSON MARINE DISTRICT: 1000 SECTION 56.00 t � c � 4 MAIN ROAD SUBJECT BLOCK/LOT: 3/15 '' °-'• — . • N ,, ;' } Albertson t�.�4orhie Inc SOUTHOLD, NY 11971 CONTIGUOUS �,.' • :�., �I irk . t ,Q RECEIVED LANDLORD-OWNED LOTS: 13.4, I, 2.2 � .�. Q�s;c�eaf�cr "p SUFFOLK COUNTY ,.. 4 -' $, F �,, DEC 01 2023 LATITUDE: 41.076024 • � . � � � LONGITUDE: -72.406034 _ Sout o Town SITE TYPE: s `� Planning Board 150'-O" CONCEALMENT , 4t POLE LAT./LONG.TYPE: NAD 83 FEMA MAP BASE FLOOD ELEVATION = 6'AMSL �T►�; t^ COPYRIGHT 0 2023,AZIMUTH ENGINEERING P.C.,LLC ALL 3 » THIS CRAWIN, AND ALL RIGHTS JRESERT 06D CONTAINED HEREIN IS FAAIA GROUND ELEVATION = 5'AMSL AUTHORIZED FOR USE ONLY PY THE PART'r' FOR WHOM THE EQUIPMENT ELEVATION = 3'ABOVE GRADE f Y WORK WAS CO>JTRACTED OR TO WFOM IT IS CERTIFIED. THIS W DRAWItI, MAY MOT BE COPIED, REUSED, DISCLOSED, ry DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH o AREA OF CONSTRUCTION: PROPOSED CONCEALMENT POLE& EQUIPMENT COMPOUND % r` EN,IrJEERIrJ, P.c., LLC N m b rr z ZONING/JURISDICTION: TOWN OF SOUTHOLD i x HEFT ITLC: Q tVe ; ZONING DISTRICT: M-II- MARINE II _ - .• TITLE SHEET z o CURRENT USE/PROPOSED USE: UNMANNED TELECOMMUNICATION FACILITY U, HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN 2 x,,:. SHEET NUMBER: L HABITATION. HANDICAPPED ACCESS NOT REQUIRED. ' .s, 01 Z-Ol NOTES: 1 . LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS PENDING �1 STRUCTURAL ANALYSIS, a o ��, APPROXIMATE PARKING AREA TO BE CONFIRMED WITH LANDLORD UPON 2. MOUNT ALL ANTENNAS, COAX, SURGE ARRESTORS, RRH'S, ETC. IN ACCORDANCE W I -TOWN APPROVAL OF THE FACILITY WITH STRUCTURAL ANALYSIS. V DESIGN. AREA TO BE KEPT OPEN AT ALL TIMES FOR EMERGENCY PURPOSES 3. TRUE NORTH BASED ON GOOGLE MAPS. F r, I G RC PROPOSED 70'-0" x 35'-0" EQUIPMENT 4. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. F N!C-3 I _ ' 1 N U COMPOUND (SEE SHEET Z-08) FRESHWATER WETLAND \ BOUNDARIES DELINEATED BY VHB 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND 9.6 + ENGINEERING, SURVEYING, SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE 49664 & �_`_.`_ � o O LANDSCAPE ARCHITECTURE AND #17SL1-IoNic4 _ , Q DATED 10/24/16. ELITI TOWFIRS I-P ��� p,,� GEOLOGY, P.C., ON MARCH 22, 2023. itelessCommium,itvms1n=;a5tnu:ru«Exp0s �A �``"'' � / 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES. �04c 9-- .-....1 -,,"j/ r 9 91 TRAc O sTrv. H°U✓�• O 7. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR (N69°04 X20"E _ �'�S _ • _ ~ O +� Bir °F SLOPE PERMANENT EMPLOYEE OCCUPANCY THEREFORE POTABLE WATER SANITARY S ? 59 � 5 �� �.9� - �A o SEWERS AND ADDITIONAL ON PARKING ARE NOT REQUIRED. TFa,54 ? 9,E 4.5 GRAVEL SLOP « +/ / n' U 6 4 2 B. THE FACILITY SHALL BE [SITE 0 THE AVERAGE F 0 A T F T( 6.14 dPOPTHOLP 15 -0 + _ p_®_ __ T. of SL OPE - w Z VISITED N E VE GE 0 NCE MON H OR : 6.1 TO NEAREST BUILDING�N ADJACENT PROPERTY ® � E 4.3 STIV, U _ O Q•6 8 MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE ® y � w U 8.3 FACILITY FOR BOTH FIRE AND INTRUSION. 4.6 801-001 ___--.__- 4 ® 4„ PVC O 1- 8.3 5 �- '-- z WORKMANSHIP AND CONSTRUCTION FOR THE SITE TO FENCE COMPO 9. ALL MATERIALS, UNDP 3.4 IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: 113'-0"+ , � / RP � � -� 1113 4.7 TO coNCEgLMENr / RAVES 4.4 4.3 ; , ' - -_ -- 3.9 A. CURRENT PREVAILING MUNICIPAL AND/OR STATE SPECIFICATIONS, STANDARDS "RID ® POj i✓ AND REQUIREMENTS. le . 4.5 3.5 B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, ® i " +I Z STANDARDS AND REQUIREMENTS. EXISTING . .,� '� I 1" ,.w 'T;; J ® MON. wma ago, N „ FCOTECT YOUP.SCLF PROPERTY LINE hT°'y''�' m - - }� la, I t 10. CONTRACTOR SHALL CONTACT N NEW YORK UNDERGROUND PLANT LOCATION ALL NATES REOURE NOTIFI.ATION OF I / o ExCAVATORS, DESIGNERS, OR ANY PERSON - _- _4.���^ LIMITS OF NYSDEC FRESHWATER co SERVICE AT 1 -600-962-7962 AND LOCATE ALL EXISTING UTILITIES WITHIN "T�Ra THE EARTH'S ( ) SURFACE ANYPoI-,ERE IN ANY STATE _ �� ' i PREPARING TO D 1 c� �` - � _ 4.4 THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. KnowwhatsbelOW. 0 - _ "�' .� , ,� 0 -' WETLAND 100 FOOT ADJACENT Call before you dig. 4.6 , '�' ,� .�„ I rON ® AREA AND TOWN OF SOUTHOLD 11 . CONTRACTOR SHALL COORDINATE AND COMPLY WITH EXISTING UTILITY FOP sTarEvislT�lwww DIRECT PHONE coM IvurrQEPs m ,_,_T sm A 1 .� / WETLAND JURISDICTIONAL AREA COMPANIES REQUIREMENTS. ' I I ' TSO; �, �„f ene� � ® / SCALE, [DRAWN 31: r HEC,H,ED Hi* W ! W cl� RSFp\ 12. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. As SHOWN WAS JKM - 47r_Q„+ o /O^/�e 11 11/28/23 REVISED PER COMMENTS JCM JW$ m 4 7 / r0 FENCE CO 3.9 g pqO 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO 10 08/30/23 REVISED PER COMMENTS JcM Jws II MPOUND ® O� PRE-CONSTRUCTION CONDITIONS. 9 06/15/23 REVISED PER COMMENTS JRF JW$ C \ w TO O 86 ± o 14. THERE ARE NO WATER MAINS, SANITARY SEWERS, DRY WELLS, GROUND WATER 8 05/18/23 REVISED PER COMMENTS JcM Jws Will //. NCEALMENTpOLE �► RECHARGE BASINS, OR DETENTION BASINS PROPOSED FOR THE PROPERTY. 7 05/05/23 REVISED PER COMMENTS JRF Jws GRAVE[_ / 0 6 04/13/23 REVISED PER COMMENTS JRF JWS j HIGH 1 STORY ® 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNELIZATION OR PUBLIC ROAD CLIENT COMMENT z //,, w IvETAL BUILDING Z c� 5 01/03/23 S JCM JWS TF4.56 +1 o IMPROVEMENTS ARE PROPOSED. � /,; O J 13 ' G 4 12/14/22 CLIENT COMMENTS WPK JWS z ® io'-o° #61405 I CD w Q -- p F _ 3 06/01/22 CLIENT COMMENTS WPK JW$ WIDE LU 13- z 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. 4 4 /% - U +I 4.3 ._ Q DRAWN CHECKED Z o O �" REV DATE DESCRIPTION BY BY 4.3 /. O v U 4.1 �� 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. 00 L LU LIMITS OF NYSDEC FRESHWATER /� - U o WETLAND 100 FOOT ADJACENT /� w I ® o 18. THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL. CONSTRUCTION LEVEL REA AND TOWN OF SOUTHOLD�` , ® / "' DRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE WETLAND JURISDICTIONAL AREA I �.0 DRAWINGS. \ WON - 19. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND `T' ; „ 00 VON ® SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 & .� , .�• 1 / 4.4 � •� -- mm pm ® � '" /' ! "� a" � aft ® PROPOSED POWER AND FIBER CONDUITS TRENCHED DATED 10/24/18 T1 - o 64 vo I FROM STREET TO PROPOSED COMPOUND. ROUTE C FF4 4.25 GF4 90 � ftft � o � MAY CHANGE ONCE THE CONSULTS ARE COMPLETED '� 4.24 /' 4.44'i PLrJT. / 4.71 � , PLNT. JE M EON �� ® / Z6 40,]' 4' N YOR ICENSED PROFESSIONAL Lj � 4 �/ / 4.21 ® I N) ENGINEE -LICENSE NUMBER:095374-1 IT IS A VIOLATION OF LAW FOR AIJY PERSON, ® UNLESS THEY ARE ACTING UfJDER THE DIRECTION GONG' ©W ASPH.� OF THE RESPOJSIBLE LICENSED PROFESSIONAL /// 3.78 TF3. / I Y Y 2 EIJr_,I / 3 NEER, TO ALTER THIS DOCUMENT. n In APPROXIMATE SITE ACCESS / SITE INFORMATior� : 4.0 3 3 E.A. 3.65 3.39 7 E.A. - SITE NO: ALBERTSON MARINE ROUTE TO BE CONFIRMED / / TF3.50 x'.51 WITH LANDLORD UPON /,! %ji , / ���;' � i S4 7 26 27 W 200. 00 TOWN APPROVAL OF THE- . ' ; / ���/� / %/ ' S58°31 '00"VJ ® __ - -RECEIVED 61405 MAIN ROAD FACILITY DESIGN. AREA TO BE 4.33 4.26 4.10 _ 3.96 3.98 __ _ a.03 COORDINATE SYSTEM: NAD83 DEC 1 2023 SOUTHOLD, NY 11971 KEPT OPEN AT ALL TIMES FOR ® (200 1) NY SP FEET LONG ISLAND Soufhold Town EMERGENCY PURPOSES ® Planning Board SUFFOLK COUNTY Mk I 01A D ( N . Y . S . RTE . 25 ) � SITE TYPE: � 150'-0" CONCEALMENT POLE S�0 W 3 COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, FRESHWATER WETLAND �\ UNDERGROUND SERVICE ALERT - NEW YORK 811 0 DIWTHOUTETHE EXPRESS UPON ONSENT OF AZIMUTHS LiBOUNDARIES DELINEATED BY VHB \ UTILITY NOTIFICATION CENTER OF NEW YORK Q ENGI,iEERING P.C., LLC. N ENGINEERING, SURVEYING, W LANDSCAPE ARCHITECTURE AND (800) 272-4480 , : , IM z WWW.NEWYORK-81 ICOM SHEET TiTi_E: Q GEOLOGY, P.C., ON MARCH 22, 2023. \ Know what's below. SITE PLAN NOTES CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION CII I before you dig. Z O GRAPHIC SCALE 20' l 0' 0 20' 40' " " 5H L L 1 N U hn B E f m I SITE PLAN (IN FEET) SCALE: 1 20'0 FOR 22 x34 DRAWINGS Z-02 __j - SCALE: 1/2"= 20'-0"FOR 11"x17"DRAWINGS 2 00 REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XVII WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS `F r COMPLIES WITH SECTION(1)(E)AS SITE IS ZONED M-II. 280-70 D.(1) LOCATION OF WIRELESS FACILITIES FURTHER REVIEW OF PRIORITY RANKING PROVIDED AS PART OF APPLICATION SUBMISSION, 280-70 E. GUYED OR LATTICE ANTENNASUPPORT STRUCTURES ARE PROHIBITED COMPLIES 28070 F. ANTENNASUPPORT STRUCTURES SHALL NOT BE LOCATED IN THE FOLLOWINGAREAS WITHOUT A PERMIT FROM ALL JURISDICTIONAL AGENCIES: 280-70 F. 1 WETLANDS,TIDAL AND FRESHWATER. COMPLIES 280.70 F. 2 LAND ABOVE HIGH GROUNDWATER WITHIN 10 FEET OF THE SURFACE . COMPLIES ,. 280-70 F. 3 LANDS PURCHASED WITH COMMUNITY PRESERVATION FUNDS, COMPLIES 280.70 F. 4 COASTAL EROSION HAZARD AREAS. COMPLIES F_NJCom": 17- I_: 1=111 4 C3 P.c a 280-70 F. 5 DESIGNATED PARKLAND. COMPLIES FALL ZONES.AN ANTENNA SUPPORT STRUCTURE MUST INCLUDE AN AREA SURROUNDING IT THAT IS FREE OF OTHER STRUCTURES AND AREAS WHERE PEOPLE CONGREGATE,EXCEPT THE BASE EQUIPMENT,WITH A RADIUS EQUAL TO A DISTANCE OF TWO TIMES THE HEIGHT OF THE STRUCTURE.A SMALLER FALL ZONE MAYBE ALLOWED IF SUPPORTED BY A REPORT SUBMITTED BY AQUALIFIED STRUCTURAL ENGINEER.THE 300'FALL ZONE REQUIRED;23'-0"FROM NEAREST N 280-70 G. STRUCTURAL ENGINEER'S REPORT SHALL BE SUBMITTED TO AND REVIEWED BY THE PLANNING BOARD AND STRUCTURE ON PROPERTY;STRUCTURAL REPORT IT OWE LP CORROBORATED BY AN INDEPENDENT CONSULTANT HIRED BYTHE TOWN THAT DEMONSTRATES THAT A PROVIDED AS PART OF APPLICATION SUBMISSION; ry{eless Commumnation5 infrastructure Expe is SMALLER FALL ZONE IS APPROPRIATE AND SAFE.THE FALL ZONE OF AN ANTENNASUPPORT STRUCTURE MUST VARIANCE REQUIRED NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEAR OF ALL STRUCTURES EXCEPT THE BASE STATION EQUIPMENT. -n 280-701. ANTENNA SUPPORT STRUCTURES IN THE LI,LIO,MI,MII,B,AND HB ZONING DISTRICTS ARE SUBJECT TO THE �+ A FOLLOWING RESTRICTIONS: "" Fo 280-701.(1) MINIMUM LOT SIZE:IN ACCORDANCE WITH THE BULK SCHEDULE FOR EACH ZONE. EXISTING NON-COMPLIANT:M41 MINIMUM LOT SIZE:80,000 SF EXISTING LOT IS 41,346 SF ry S, OUITHOLD PROPOSED MONOPOLE HEIGHT: 150'-0" ,;. 280-701.(2) MAXIMUM HEIGHT:80 FEET. � �,,•_• ;,�; ,. VARIANCE OR WAIVER REQUIRED / y 280-701.(3) MINIMUM DISTANCE OF ALL WIRELESS EQUIPMENT TO ADJACENT RESIDENTIAL PROPERTY LINES OR STREETS SHALL BE NO LESS THAN 500 FEET. 8'_0"TO ADJACENT PROPERTY LINE SITE DESIGN STANDARDS.ALL WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY 280.70 N. OBTRUSIVE DESIGN POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR CONSTRUCTED PURSUANT TO THE TERMS OF THIS CHAPTER: SETBACKS.ANTENNA SUPPORT STRUCTURES AND EQUIPMENT FACILITIES SHALL ADHERE TO THE SETBACKS (REFER TO BULK REQUIREMENTS CHART ON SHEET Z- 280-70 N.(1) FOR PRINCIPAL USES IN THE BULK SCHEDULE APPLICABLE TO THE ZONE IN WHICH THE STRUCTURES ARE 03) LOCATED,UNLESS OTHERWISE INDICATED ELSEWHERE IN THIS CHAPTER. SIGNS.SIGNS SHALL NOT BE PERMITTED ON FACILITIES EXCEPT FOR SIGNS DISPLAYING CONTACT INFORMATION AND SAFETY INSTRUCTIONS,WHICH ARE REQUIRED.SAFETY SIGNS SHALL BE IN ACCORDANCE WITH AMERICAN SITE INFORMATION SIGN AND RF SAFETY SIGNS TO BE 01- NATIONAL STANDARDS INSTITUTE(ANSI)STANDARDS FOR RADIO FREQUENCY RADIATION WARNING SIGNS. INSTALLED ON EXTERIOR OF COMPOUND FENCE PROTECT YOUR�Tl F 280 70 N.(2) CONTACT SIGNS SHALL IDENTIFYALL SERVICE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE ALL STATES REOUIRE NOTIFICATION OF ON NORMAL AND EMERGENCY CONTACT INFORMATION FOR EACH,SUCH SIGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES EvPREPARt TOS DISTUR©OTHFNEARTH S SUPFACE ANYWHERE IN ANY STATE FEET IN SURFACE AREA. U. Know what's below. SULK REQUIREMENTS FOR ZONE M-11 ( 11) BASE STATION EQUIPMENT SHELTER.THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED WITH CalFOR before you dig. A FINISH SIMILAR TO THAT OF ADJACENT STRUCTURES ON THE PROPERTY AND INTEGRATED INTO THE FOR STATE SPECIFIC DIRECT PHONE NUP,�EERS ARCHITECTURAL STYLE.ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED IN VISIT: WWW.CALL81 l.COM ACCORDANCE WITH THE MINIMUM HEIGHT AND YARD REQUIREMENTS OF THE ZONING DISTRICT APPLICABLE TO NO SHELTERS ARE CURRENTLY 280.70 N.(3) THE SITE,AND UP TO TWO ADJACENT OFF-STREET PARKING SPACES MAY BE PROVIDED FOR SERVICE PROPOSED.THIS WILL BE TAKEN INTO CALF or:AWI. B r: HEc:hEU B r VEHICLES.NOTWITHSTANDING THE FOREGOING,BASE EQUIPMENT RELATED TO INTERIOR-MOUNTED CONSIDERATION UPON FUTURE PROPOSALS AS SHOWN WAS JKM D 'J C R I r— T 10 H F E O �I I R E D E X ,T I �`\ G PROPOSED �0 � /I � /� E f\ITC` WIRELESS FACILITIES SHALL BE LOCATED IN AN AREA THAT IS SATISFACTORY TO THE PLANNING BOARD UPON J V / _I v PROPOSED I_ J 'y Iyy J CONSIDERATION OF IMPACTS ON ADJACENT PROPERTIES AND MINIMIZING VISUAL IMPACTS. 11 11/28/23 REVISED PER COMMENTS JCM JWS MINIMUM LOT DIMENSIONS BASE EQUIPMENT LANDSCAPING.A SCREEN OF EVERGREEN TREES SHALL BE PLANTED OUTSIDE THE FENCE 10 08/30/23 REVISED PER COMMENTS JCM JWS AREA 160,000 SO FT * 41 ,346 SO FT NO CHANGE NON—COMPLIANT ** OF THE BASE EQUIPMENT AREAOR SHELTER TO PROVIDE AVISUAL SCREEN OR BUFFER FOR ADJOINING WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES PRIVATE PROPERTIES AND THE PUBLIC RIGHT-OF-WAY OR OTHER VANTAGE POINTS ACCESSIBLE TO THE 9 06/15/23 REVISED PER COMMENTS JRF JWS DEPTH 1 50 FEET 189.79 FEET NO CHANGE COMPLIES PUBLIC.THE SCREEN SHALL CONSIST OF A DOUBLE ROW OF EVERGREEN SHRUBS AND TREES THAT ARE OF NO LANDSCAPING TO BE PLANTED AROUND COMPOUND 280 70 N.(4) SUFFICIENT DENSITY AND HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FROM VIEW.REQUIRED 8 05/18/23 REVISED PER COMMENTS JCM JWS FRONT YARD SETBACK AREAS SHALL BE LANDSCAPED AND INCLUDE SHRUBS AND TREES.SURVIVABILITY OF NON-COMPLIANT MINIM= YARDS 35 FEET ±29.4 FEET 174'± (TOWER) COMPLIES THE LANDSCAPING SHALL BE GUARANTEED AND MAINTAINED BY THE APPLICANT FOR THE LIFE OF THE 7 05/05/23 REVISED PER COMMENTS JRF JWS FRONT --- INSTALLATION. 6 04/13/23 REVISED PER COMMENTS JRF JWS MINIMUM YARDS SIDE 25 FEE I 40.7 FEET 86'± (TOWED,) COMPLIES SITE LIGHTING.THE LIGHTING PERMITTED SHALL BE THE MINIMUM REQUIRED TO PROTECT THE PUBLIC 5 01/03/23 CLIENT COMMENTS JCM JWS 1 .9 FEET 30'± (TOWER) COMPLIES WELFARE.FACILITIES SITED ON EXISTING DEVELOPED SITES SHALL BE INCORPORATED INTO THE LIGHTING REAR 25 FEET 6 BOTH SIDES 50 FEET 1 1 .9 FEET 1 99'± TOWER) COMPO S 280 70 N.(5) PLANS OF THOSE SITES.OUTSIDE LIGHTING SHALL USE FULLY SHIELDED FIXTURES SO THAT THE LIGHT COMPLIES 4 12/14/22 CLIENT COMMENTS WPK JWS / — SOURCE IS NOT VISIBLE FROM BEYOND THE PROPERTY LINE,AND NO LIGHT IS REFLECTED OR SHONE 3 06/01/22 CLIENT COMMENTS WPK WS TOWARDS THE SKY,EXCEPT IN THE CASE OF STRUCTURES REQUIRED TO FOLLOW FAAGUIDELINES FOR J MINIMUM YARDS SAFETY LIGHTING. DRAWN CHECKED SIDE 25 FEET 40.7 FEET 47'-1- (COMPOUND) COMPLIES REV DATE DESCRIPTION BY BY REAR 25 FEET 61 .9 FEET 8'+ (COMPOUND) NON—COMPLIANT ** STANDARDS.IN ADDITION TO THE STANDARDS IN ARTICLE XXIV AND THE STANDARDS IN§280.70 HEREIN,ALL BOTH SIDES 50 FEET 102.6 FEET 127'± (COMPOUND) COMPLIES WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY OBTRUSIVE DESIGN 280.72 A POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE (1)THROUGH(4)AS WELL AS(8)ARE NOT APPLICABLE LANDSCAPE AREA 20% MAX 0 G 0° NON—COMPLIANT ** FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR CONSTRUCTED THAT REQUIRE SITE PLAN APPROVAL: MAXIf,.!UM LOT COVERAGE 30— 26.7_% 2 o (NEW) COMPLIES CO-LOCATION.WIRELESS COMMUNICATION FACILITIES SHALL BE DESIGNED TO PROVIDE FOR CO-LOCATION BY 28.2 o TOTAL 280.72 A(5) MULTIPLE PROVIDERS OR DESIGNED SO THAT THEY CAN BE RETROFITTED TO ACCOMMODATE MULTIPLE COMPLIES / OF NEd, PROVIDERS,WHEREVER POSSIBLE. y MAXIMUM FENCE HEIGHT 6'-6" N/A 12'-0" NON-COMPLIANT SCENIC LANDSCAPES AND VISTAS.ALL ANTENNASUPPORT STRUCTURES WHICH ARE NOT CONCEALED INSIDE OF BUILDINGS OR SCREENED BY EXISTING TREES OR BUILDINGS MUST BE SURROUNDED BY A PLANTED SITE NOT LOCATED IN SCENIC VISTA * — THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE 280.72 A.(6) BUFFER OF DENSE TREE GROWTH.AN ANTENNA SUPPORT STRUCTURE THAT IS LOCATED WITHIN A SCENIC I isl r F VISTA OR SCENIC LANDSCAPE OR WITHIN 300 FEET OF A SCENIC ROAD,AS DESIGNATED BY THE TOWN,SHALL SUBJECT PROPERTY. THE TOWN CODE BULI< SCHEDULE FOR THE COMPLIES MII ZONE REQUIRES 80,000 SQ FT PER USE NOTBETALLERTHAN10FEETABOVETHEHEIGHTOFTREESWITHINARADIUSOF300FEETOFTHEPROPOSED LOCATION,OR 35 FEET MAXIMUM IN THE ABSENCE OF TREES. A COLOR.ANTENNA SUPPORT STRUCTURES IN THE FORM OF MONOPOLES OR OTHER TOWERS SHALL EITHER J E�& MKO N BE BLUE/GRAY IN COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OF THE STRUCTURE'S LOCATION NEW YORK NSED PROFESSIONAL SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BY THE FEDERAL 280.72 A.(7) AVIATION ADMINISTRATION(FAA).IF A WIRELESS COMMUNICATION FACILITY IS INSTALLED ON A STRUCTURE COMPLIES-TOWER TO BE PAINTED BLUE-GRAY ENGINEER- CENSE NUMBER:095374-1 OTHER THAN ATOWER,THE ANTENNAAND SUPPORTING ELECTRICAL AND MECHANICAL EQUIPMENT MUST BE OF A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY COMPATIBLE WITH THE COLORS OF THE IT IS A VIOLATION OF LAW FOR ANY PERSON, SUPPORTING STRUCTURE SO AS TO MAKE THE ANTENNAAND RELATED EQUIPMENT AS VISUALLY UNOBTRUSIVE UNLESS THEY ARE ACTING UNDER THE DIRECTION AS POSSIBLE. OF THE RESPONSIBLE LICENSED PROFESSIOIIAL ENGINEER, TO ALTER THIS DOCUMENT. ANTENNA SUPPORT STRUCTURES IN OR ADJACENT TO RESIDENTIAL ZONES.WHERE THE SITE PROPOSED FOR AN ANTENNA SUPPORT STRUCTURE IS LOCATED WITHIN A RESIDENTIAL ZONE OR HAS ONE OR MORE SITE INE 0 P M A T I 0 N : PROPERTY LINES ABUTTING OR ON THE OPPOSITE SIDE OF A STREET FROM A RESIDENTIAL ZONE OR USE SITE NO: ALBERTSON MARINE PERMITTED INA RESIDENTIAL ZONE,NO ANTENNA SUPPORT STRUCTURES MAYBE CONSTRUCTED UNLESS ADEQUATELY SCREENED FROM VIEW OF THOSE RESIDENTIAL ZONES BY EXISTING BUILDINGS OR LARGE TREES,INCLUDING EVERGREENS.THE STRUCTURE MAY PROTRUDE NO MORE THAN 10 FEET ABOVE SCREENING BUILDINGS AND/OR TREES.IN THE ABSENCE OF AN ADEQUATE ARRANGEMENT OF EXISTING LARGE TREES OR BUILDINGS TO PROVIDE EFFECTIVE SCREENING,THE HEIGHT OF THE PROPOSED STRUCTURE MAY 70EC RECEIVED V 61405 MAIN ROAD BE NO MORE THAN 35 FEET,AND THE BASE EQUIPMENT MUST BE BURIED IN AN UNDERGROUND VAULT.TWO NO LANDSCAPING TO BE PLANTED AROUND COMPOUND 280 72 A.(9) ROWS OF EVERGREEN TREES MUST BE PLANTED ENCIRCLING THE STRUCTURE,ONE ROW AT A DISTANCE SOUTHOLD, NY 11971 FROM THE STRUCTURE OF 50%OF THE HEIGHT OF THE STRUCTURE,AND THE OTHER AT 90%OF THE HEIGHT NON-COMPLIANT 0 1 3 OF THE STRUCTURE.TRANSPLANTED TREES SHALL HAVE A MINIMUM CALIPER OF THREE INCHES,SPACED 30 __ SUFFOLK COUNTY FEET ON CENTER.THE TREES MUST HAVE AN EXPECTED HEIGHT AT MATURITY OF AT LEAST 10 FEET LESS THAN out old TownTHE HEIGHT OF THE STRUCTURE TO BE SCREENED.SMALLER EVERGREEN SHRUBS MUST BE USED TO FILL IN URING THE TINE THE TREES ARE FILLING IN AND MATURING.THE anning Boar ��+ �7p PLANNING BOARD MAY VARYTHE GAPS IN BETWEEN T E ARRANGESCREENING DMENT O THE TREES AND SHRUBS TO ACCOMMODATE SPECIFIC SI E TYPE: E: SITE CONDITIONS,AND ACCOMPLISH THE GOAL OF SCREENING THE FACILITY FROM VIEW OF RESIDENTIAL 150'-Ott CONCEALMENT POLE PROPERTIES.A WRITTEN GUARANTEE FROM THE WIRELESS FACILITY'S OWNER SHALL BE REQUIRED TO ENSURE THAT THE PLANTINGS SURVIVE AND ARE MAINTAINED THROUGHOUT THE EXISTENCE OF THE INSTALLATION 280-74 C. 4 ADJACENT LAND USES,STRUCTURES AND ZONING WITHIN 500 FEET. 353'-0"TO NEAREST RESIDENTIAL PROPERTY COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED � " 280.74 C.(5) THE LOCATION IN LATITUDE AND LONGITUDE,TYPE AND HEIGHT OF THE WIRELESS COMMUNICATION FACILITY. (SEE SHEET Z-01) THIS DRAWING Arlo ALL THE INFORMATION HEREIN Is AUTHOF,IZED FOR USE ONLY BY THE PARTYTY FOR FOR W HEREIN THE WORk WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS A LIST OF OTHER CARRIERS ALREADY LOCATED ON THE FACILITY,WITH THE NUMBER,TYPE,HEIGHT, DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, 280.74 C.(6) ORIENTATION,EFFECTIVE RADIATED POWER,NUMBER OF CHANNELS AND OPERATING FREQUENCIES OF EACH (SEE SHEETS Z-14-Z-17) DISTRIBUTED of RELIED UPON FOR ANY OTHER PURPOSE ANTENNA INCLUDING THE PROPOSED WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH W ENGIIJEERING P.C., LLC 280.74 C. 10 DISTANCES BETWEEN THE PROPOSED FACILITY AND THE FOLLOWING: 280.74 C.(10)(a) THE NEAREST RESIDENTIAL STRUCTURE 674'± N LLI 280.74 C.(10)(b) THE NEAREST PROPERTY LINE WITH A RESIDENTIAL USE 3534 SHEET TITLE: z 280.74 C.(10)(c) ALL OTHER STRUCTURES 374'± Q 280-74 C.(10)(c) ROADS,RIGHTS-OF-WAY,DRIVEWAYS 1814 BULK TABLE 280-74 C.(11) FALL ZONE RADIUS AND DISTANCE SEE SHEET Z-06 z 280-74 C.(12) PROPOSED MEANS OF ACCESS SEE SHEET Z-02 O Un ELEVATION DRAWINGS WITH DIMENSIONS CLEARLY INDICATED,INCLUDING DIAMETER OR WIDTH OF THE 280-74 C.(13) STRUCTURE AT ITS WIDEST AND NARROWEST,AND THE TALLEST POINT,INCLUDING ANTENNAS OR LIGHTNING SEE SHEET Z-11 5H`tET NUMBER: �_O� m PROTECTION Q t Ft h l 1 1 ,1 3 xyT{ C son t-n y' Albert .+ 2�F�' YV L ro^y,„'„".i':` �, V�j'r�'fir•«y±' [.C.``>,, 4S01 1r,77 / 4.2 S > � 4 y _ • .. 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FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: NWW.CALL8t1.COM w` d, f LB 7 �.i M� .' ✓ a F' .. ✓ _._.'., Y: CHECKED BY: SCALE: DRAWN B ' �, L� AS SHOWN WAS KM �, ,r'' '+. +� C '`'"a ✓''"Y- •," ' 'a •fy�L.. i ! df'ra r' _'!'}'~ ..,.,..,.,.ti • ti t 11 11/28/23 REVISED PER COMMENTS JCM JWS t, r � ,, f.._ l ' r'' 77 L 0 10 08/30/23 REVISED PER COMMENTS JCM JWS 'y ,0C 4 8, „ l "g+�{, sr +,,, ...�. Y ..r �;`/t "'. 9 06/15/23 REVISED PER COMMENTS JRF JWS +`�i. p'`•' } CM WS '! ' �?,h �; r.-��". '..^.-- �,� � 1 h �" i �.. ',`�'"` `. ,�' ,....__�....,....._.,.1 M I 8 05/18/23 REVISED PER COMMENTS J J w SH �� 7 05/05/23 REVISED PER COMMENTS JRF JWS COLIN _Ile ""i" - $ �, iy`` :''= 3 m Mil 6 04/13/23 REVISED PER COMMENTS JRF WS �ckereeee Dr'f' ''p; �., S 01/03/23 CLIENT COMMENTS CM WS 0 �0�. , ` C6) TOi .,`e �►, i ; 0 0.25 0.5 J 1 r c j < "� •. ,. ..1 .... l ,. � . . - '�.J. ' .. P r MIIB R-40 4 12/14/22 CLIENT COMMENTS WPK )WS r v " ^ Ae `' ✓� CLIENT COMMENTS W J 47 # ` 9 I ? 'll � .. 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F 56 „""` 1 r t :y ^\' • .��,•'"" gl ,"�•�.,_,,., .,...,•i y M,%e`£ r y p p " A. rXri.5 ►,y it.I "�•,�'.•`k�Mr�",�t✓ „ '�,, e'r'"j . :T"�i��,,,Fy'�r,: �, p, ,y',y`�°`e.}!a V l .i�—J­ .e .. '�/ fid „- �/ an �,,,, 01 � L �ry .' * ^L t+ $`•. I , �. ` `. �`^,, 5 r ;o. �' MN YORK/L r V + l w CLI OFESW)NAL f" "� # +f 't ,t� �,°�,% '. K "". F •` ;'Y: {° ,rte � `� _;q . f ENGINEER LICENSE NUMBER:095374-I ! t,5r,4 /� 00 ,'lo, ;� i ` "; �' BL v� s �" I s TIS A VIOLATIOfJ OF LAW FOR APJY PEF SON, • °" , dL!-.... - p - t � Y ew Rd Ext +� 1 ��`yy !, *, �/.q�(�r r, ' ', �... k.~._. _,• - / r UNLESS THEY ARE ACTING LINDEP THE DIRECTION L- " {_� rut a }, _,•_ ., , t ) ! J ✓ v �• ..•�iLa OF LICENSED PROFESSIONAL 3. Y# I / THE RESPONSIBLE • �' ', e� �1. , t 1 # � - /r` 1 " - _- ENGINEER., TO ALTER THIS DOCUMEIIT. � ,.. ; f.+ i 'wa°•r �+"� e,....-". .,,„,`.- ^_ •} ,€J ,: i "'• `"`�1Li/'7... ` :, f ...� ••+e.,,t:• ..t... y-,.�,,' .._a.„8 , °"`-•;'„ „ - .l �. V 'r�}"'y 1 '47 f "'t `, „w^'" '.,....-i,Ij ! 'a r;. .,tet•g•^{""L/,�' i,«�i' — T=k �+. ♦ e-;, t! LD ((j�r5 1)1•�`� t4, ...,,. t ,., (t`=, ,,,' '-- r ,,,-�„«V a...„ rY _ Ilk }"„5 Y'' 4,,,a_s'i` i'✓ ,..4:-.,e ,' „t ..„,.,` }•-•. `*� F !�I� ., 1 W ('t Y f,A.,,, i +...j ., 'f t J ^ # Q SITE INFORMATION : `�. ,�«'�`� ✓� �) µid `�.f 'mow! ..s �,.", y ` �- ;•"'•Ti, •- .r � fid r+ M1•"i, ,•._f , f 2 «„„ �•.'��.,,.ti .. _' F' 2$ - �, Id ^} 4 .: 1 4,ro ; !'�y' ' ,a.Y�° s . ..•. SITE NO: ALBERTSON MARINE �+j .. p -46� `` � , 2.5A(c) "} fir► I ,. ,ir�•� =., t ,, x '# .; #, •�. '10 o �r" o-. A 3 at 7�rs yam° , L.. A +w O at '` , -, �• 4n ,�. `° Za,' ''°'�"' fr t .. '�,.^ , ,, s •*. ..✓- �%. °,: ^ a }�. ,` - ' '. F a F(. ' la . �,_ (Cj CANAL '`- �, 61405 MAIN ROAD Cedar SOUTHOLD, NY 11971 �, ^ 1 °� ��t• yµ '� '". , `� 4' yf+�+^. a` :' SUFFOLK COUNTY ' 'it 4 '+� h'fs *� ;+",, 4 .+d" }ry�`, °"'� i !. '..e ,�r �`,,,i 4 4 `�.,. y tij`'• "� .. !i. r .q .``P� """"" '' I. µ ,.a..,,••' ! 4'% q. 4t' .d4: SITE TYPE: } ter , Lt?chard 150.0 CONCEALMENT POLE „w, w j t,,,o:"`�'r.�r-y� ;°"•��' ° '�_ ��!-.,!°�'/ t 't r { �r f .^^',"� ,.�r t Fra �.',_. ` 1 ,_ A., �J COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL ' A RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS z AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE NOTE: Map Prepared by WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS • /� DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, Town of Southold Geographic Information System DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE RECEIVED WITHOUT 1HE EXPRESS WRITTEN CONSENT OF AZIMUTH LLJ1 . PARTIAL ZONING MAP IS BASED ON ZONING July 29►, 2016 --. - - ENGINEERING P C., LLC, Suffolk County Real Property Tax Service Agency DEC Q 12023 MAP PREPARED BY THE TOWN OF SOUTHOLD SHEET TITLE: z ht 2016 ri Copyg , GEOGRAPHIC INFORMATION SYSTEM DATED AREIS and Tax Map soot oid Town County of Suffolk, NY Planning Board ZONING INFORMATION 07/09/16. 0 SHEET 1`JUMBER: GRAPHIC SCALE C GRAPHIC SCALE C Z-04 aj I PARTIAL TAX MAP (IN FEET) N.T.SS• Q cI c FRESHWATER WETLAND C BOUNDARIES DELINEATED BY VHB ENGINEERING, SURVEYING,LANDSCAPE ARCHITECTURE ANDGEOLOGY, P.C., ON MARCH 29, 2023. � AZIMIL.JTFENC3 ELITE;,T RS L �a. wifeless Dom onmations intrastrurve Expeu FRESHWATER WETLAND Q BOUNDARIES DELINEATED BY VHB O ENGINEERING, SURVEYING, Q LANDSCAPE ARCHITECTURE AND N GEOLOGY, P.C., ON MARCH 29, 2023. so- LIMITS OF CLEARING, GRADING GROUND DISTURBANCE 4' �tFILis,,nw. E EO Gverizo l h, PROTECT YOURSELF ALL STATES ON OF EXCAVATORS, DESIGNERS,O RS, OR ANY I PERSON PREPARING TO DISTURB THE EARTH'S T � SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. ' " � � � .� '`'' FOR STAiE SPECIFIC DIRECT PHONE NUMBERS VISIT- WWW.CALLBII.COM wN. SCAL_E DRAWN BY: CHECKED BY: AS SHOWN WAS JKM 11 11/28/23 REVISED PER COMMENTS JCM JWS is 10 08/30/23 REVISED PER COMMENTS JCM JWS �. LIMITS OF NYSDEC FRESHWATER � 9 06/15/23 REVISED PER COMMENTS JRF JWS WETLAND 100 FOOT ADJACENT `O REA AND TOWN OF SOUTHOLD vi 05/18/23 REVISED PER COMMENTS JCM JWS A `r� --� WETLAND JURISDICTIONAL AREA O 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS 5 01/03/23 CLIENT COMMENTS JCM JWS r ' 4 12/14/22 CLIENT COMMENTS WPK JWS Q 3 06/01/22 CLIENT COMMENTS WPK JWS REV DATE DESCRIPTION DRAWN CHECKED BYBY E 'McK ON W YO, LICENSED PROFESSIONAL u ENGINE - LICENSE NUMBER:095374-1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ,ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. E I �IFORMAICON � SITE NO: ALBERTSON MARINE 61405 MAIN ROAD FRESHWATER WETLAND SOUTHOLD, NY 11971 BOUNDARIES DELINEATED BY VHB ING, SURVEYING, SUFFOLK COUNTY ENGINEER LANDSCAPE ARCHITECTURE AND LIMITS OF NYSDEC FRESHWATER GEOLOGY, P.C., ON MARCH 29, 2023. SITE TYPE: WETLAND 100 FOOT ADJACENT � „ AREA AND TOWN OF SOUTHOLD 150, 0 CONCEALMENT POLE WETLAND JURISDICTIONAL AREA COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ENGINEERING P.C., LLC RECEIVED SHEET TITLE: W z DEC01 2023 C 200' RADIUS PLAN Sout old Town CPlanning Board SHEET NUMBER: LLI 1 200' RADIUS PLAN G (NFEETALE N.T.S. Z-05 N N E O r � o� N u E- 1r E:E SII\JG RCf 01-�.. t. !!$$ LLEE'' Iii cilli FRESHWATER WETLAND ELITE TOWERSLP t�1dFT�1�ss Coaamuntations I*astructure EXpe . BOUNDARIES DELINEATED BY VHB .��� ti����� f� �a ENGINEERING, SURVEYING, , LANDSCAPE ARCHITECTURE AND � GEOLOGY, P.C., ON MARCH 29, 2023. PROPOSED 150' CONCEALMENT POLE DUU p. ri s ` s� £X 3 u s0. � FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB ti �� ENGINEERING, SURVEYING, O Q`� `t • PROTECT YOURSELF LANDSCAPE ARCHITECTURE AND ALL STATES REQUIRE NOTIFICATION OF �Z P r ® EXCAVATORS, DESIGNERS, OR ANY PERSON � PREPARING TO DISTURB.THE EARTH'S GEOLOGY, P.C., ON MARCH 29, 2023. 'm 1 SURFACE ANYWHERE IN ANY STATE O Know what's below. Call before you dig. ' FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811 COM 340' �NERs�C�i v SCAL DRAWN EY': CHET@;FD BY �OIUS �►EPRES AS SHOWN WAS JKM 11 11/28/23 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS ` r ,p 8 05/18/23 REVISED PER COMMENTS JCM JWS U 9� �x 7 05/05/23 REVISED PER COMMENTS JRF JWS ,G 6 04/13/23 REVISED PER COMMENTS JRF JWS QO� 5 01/03/23 CLIENT COMMENTS f CM JWS f'- 4 12/14/22 CLIENT COMMENTS WPK JWS +' W 3 06/01/22 CLIENT COMMENTS WPK JWS WN CHECKED REV DATE DESCRIPTION DRAWN BY W p LIMITS OF CLEARING, GRADING — Z Z AND GROUND DISTURBANCEF lii�.7 IfLIMITS OF NYSDEC FRESHWATER WETLAND 100 FOOT ADJACENT i 4 E CKEON AREA AND TOWN OF SOUTHOLD NEW Y K LICENSED PROFESSIONAL WETLAND JURISDICTIONAL AREA .� ''' LEGEND ENGINEER- LICENSE NUMBER: 095374-1 (1 R-80-PARKS &_ IT IS A VIOLATION OF LAW FOR ANY PERSON, RECREATION M-II-MARINE II UNLESS THEY ARE ACTING UNDER THE DIRECTION G FRESHWATER WETLAND --------------- - of THE RESPONSIBLE LICENSED PROFESSIONAL -- -- r' BOUNDARIES DELINEATED BY VHB ENGINEER, TO ALTER THIS DocuMENT, ENGINEERING, SURVEYING, ____ __ SITE ��� ( T T M A TI T N LANDSCAPE ARCHITECTURE AND SITE GEOLOGY, P.C., ON MARCH 29, 2023. NO: ALBERTSON MARINE --- — ---- - ---- 61405 MAIN ROAD SOUTHOLD, NY 11971 LIMITS OF NYSDEC FRESHWATER SUFFOLK COUNTY WETLAND 100 FOOT ADJACENT R-40 RESIDENTIAL AREA AND TOWN OF SOUTHOLD SITE TYPE: WETLAND JURISDICTIONAL AREA , I I REI150'-0" CONCEALMENT POLE C� VED DEC 01 2023 �_ COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL Soufhold Town RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS Planning Board AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED, THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ENGINEERING P,C., LLC. NOTE: SHEET TITLE: z AERIAL IMAGE BASED ON GOOGLE MAPS DATA 2019 & SUFFOLK COUNTY, NEW YORK FRESHWATER VICINITY PLAN WETLANDS GIS MAP INFORMATION DATED 09/07/2018 z F- I HEFT CUMBER: LLJ m 1 VICINITY NITY PLAL�I GRIC SCAP FEET)ALE N. 1.c• 0� LJ O V (IN FEET) ALE n CV x O ell E N G1 I N,1 F E I N] C3, FC. -7 v 4 "I'l 7777711"717770 `77 7 11"111110"I'm 1A."MIN.4""M 71111 NIPI"17�' 7 77717,10777 7 ri" C, ELITE; VERS LP DiLIT strict Section Block Lot Owner Owner's Address E Toe less Co rr,mu rirati.xis Wf aStIL11 Wre ExWs 1000 56 1 4.2 Scott & Pauline Carter 1605 Mill Path, Southold, NY 11971 IRP 1000 56 1 10.1 Town of Southold 2205 Mill Path, Southold, NY 11971 SOUTH LD 1000 56 1 11 .2 Angela Norton 610 Pond Avenue, Southold, NY 1971 P 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 Ell 1000 56 1 11 .12 Angela Norton 610 Pond Avenue, Southold, NY 1971 1000 56 3 13.3 Angela Norton 61025 Route 25, Southold, NY 11971 Y 1000 56 3 14 New York Telephone Co. 60975 Route 25, Southold, NY 11971 PROTECT OURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESICNERS, OR Ar�Y PERSON PREPARING TO DISTURB THE EARTH'S 81 SURFACE ANYWHERE IN ANY STATE 1000 56 3 15 Budds Pond Marine Inc. 61405 Route 25, Southold, NY 11971 Know .whaes below. Call before you dig. FOR STATE SDECIFIC DIRECT PHONE 1000 56 3 1 Main Road Brokerage L1, LLC 61505 Route 25, Southold, NY 11971 VISIT: WWW.CALL81I.COM ,CALIR A WN t_-i: WAS ['HL�_KED Bl 1000 56 3 2 Emmanuel & Toula Leodis 61575 Route 25, Southold, NY 11971 ( AS SHOWN IKM 11 11/28/23 REVISED PER COMMENTS JCM JWS 1000 56 3 3 Emmanuel & Toula Leodis 61625 Route 25, Southold, NY 11971 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 106/15/23 REVISED PER COMMENTS JRF JWS_ 1000 56 3 4 Town of Southold 61725 Route 25, Southold, NY 11971 8 105/18/23 REVISED PER COMMENTS JCM JWS 7 105/05/23 REVISED PER COMMENTS JRF JWS 1000 56 3 5 62375 Main Road LLC 61825 Route 25, Southold, NY 11971 6 104/13/23 IREVISED PER COMMENTS JRF I JWS 5 01/03/23 CLIENT COMMENTS JCM JWS 4 12/14122 CLIENT COMMENTS WPK JWS 1000 56 3 6 62375 Main Road LLC 62375 Route 25, Southold, NY 11971 3 106/01/22 1 CLIENT COMMENTS WPK i S DRAWN CHECKED %REVj I DATE DESCRIPTION BY By 1000 56 5 7 Margaret Dato 445 Budds Pond Road, Southold, NY 11971 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 11971 17 1000 56 5 10 Marcia Ju(inovic 745 Budds Pond Road, Southold, NY 11971 3 1000 56 5 11 Jonathan Tibett 845 Budds Pond Road, Southold, NY 11971 Z�V,.-7 J MY W YORK NSED PROFESSIONAL 1000 56 5 16 Patrick Redmond 750 Budds Pond Road, Southold, NY 11971 S Ul N �Lr _11GINYEER- dENSE NUMBER:095374-1 1000 56 5 17 Jean & John Weber 590 Budds Pond Road, Southold, NY 11971 IT IS A VIOLKATiON OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTIIJG UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 1000 56 6 1 .1 Eli Green & Dalton Route 25, Southold, NY 11971 SITE �,� FARIVIATIO[� : 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 RECEIVED 150'-01' CONCEALMENT POLE EC 01 2023 SITE TYPE: LSouthold� Mown - Planning Board COPYRIGHT @ 2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHOFIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR, RELIED UPON FOR ANY OTHER PURPOSE > WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ENGINEERING PC., LLC. O IJ Lj SHLLI TITLE: 200' & 500' PROPERTY OWNERS LIST 0 SHEET NUMBER; LLJZ-07 M I PROPERTY OWNERS LIST < z NOTES: Ln cJ I. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. 2. COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND SURVEYING P.C. SIGNED x t 0 `� BY STEPHEN E. RAVN P.E. L.S. LICENSE NO. 49664 & DATED 10/24/18) y' 3. FINAL LOCATION OF EQUIPMENT TO BE CONFIRMED WITH OWNER & ELITE PRIOR TO CONSTRUCTION. Z 4. LOCATION AND INSTALLATION OF EQUIPMENT TO BE IN ACCORDANCE WITH THE STRUCTURAL ANALYSIS. TOWER DESIGN TO BE BY OTHERS. w PROPOSED 8-0 x I 0-0 PREFABRICATED PROPOSED MESA CABINET (BY ' _ - 5. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK. ELITE) TO BE INSTALLED ON x EQUIPMENT PLATFORM WITH HANDRAIL 6. FINAL DESIGN OF PIERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING AND O H-FRAME AND ELEVATED ABOVE L KIT ELEVATED T ABOVE GRADE ON FLOOD ELEVATION '' E-NJc.-, 11\1 F E R I I�°C-3 P.C. PROVIDED A REPORT. o CONCRETE PIERS z Ln C-7 (SEE DETAILS 1 &2, SHEET Z-17) PROPOSED UTILITY H-FRAME _ �(TYP. OF 2) (SEE DETAIL 5, SHEtT Z-17) _. EL1TF- TMVF-RS LP'PROPOSED H-FRAME MOUNTEDkelesSCorrrn,An,t.afiyv ir-rast„u:turPExpe-ts LIMITS OF CLEARING, GRADING TRANSFORMER (BY ELIT ` AND GROUND DISTURBANCE SOUTHOLD 17711 PROPOSED POWER CONDUIT p ROUTED FROM TRANSFORMER t_ ~ TO METER BANK \ --- - / (SEE DETAIL I, SHEET Z-12) PROPOSED FIRE DISTRICT CABLE BRIDGE_ 10'-0" A.G.L. (SEE DETAIL 4, SHEET Z-14) O / Z PROPOSED VERIZON WIRELESSN .U011 - n �_��--- j / O UTILITY METER MOUNTED IN 'n co __ OPEN SOCKET (BY ELITE) \ n C) i �... PROTECT YOURSELF , AIL STATES REQUIRE NOTIP"ATION OF \ O O o PEXCAVATORS, DESIGNFPS, OR ANY PERSON REPARIPJG TO DISTURB THE EARTH'S FUTURE CARRIER �� \ \� FUTURE CARRIER Z SURFACE ANYWHERE IN ANY STATE EQUIPMENT AREA` EQUIPMENT AREA _\ o LLJ Know w,aesbelow. \ \ 7-- Call before you dig. - FOR STATE SPECIFIC DIRECT PHONE NUMBERS PROPOSED MULTI METER-METER PACK VISIT: WWW.CALL811.COM WITH DISCONNECT (BY ELITE) LL FAWN Dr: GHEGr.ED Br: TO BE INSTALLED ON H-FRAME AND HOWN WAS JKM U 7- - - w ELEVATED ABOVE FLOOD ELEVATION 1 ����— �- LLJ r II 11/28/23 REVISED PER COMMENTS JCM JWS ,� \\ T / PROPOSED FIRE DISTRICT CABLES ROUTED ON 1- 10 08/30/23 REVISED PER COMMENTS JCM Jws \ PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES `� �' PROPOSED CABLE BRIDGE FROM FIRE DISTRICT 9 06/15/23 REVISED PER COMMENTS JRF Jws ROUTED ON PROPOSED CABLE BRIDGE TO TOWER EQUIPMENT TO PROPOSED TOWER (TYP OF I) 8 05/18/23 REVISED PER COMMENTS JCM Jws j (TYP OF 4 PER SECTOR, 12 TOTAL) \\ _ w r 7 05/05/23 REVISED PER COMMENTS JRF Jws PROPOSED VERIZON ANTENNAS & EQUIPMENT 6 04/13/23 REVISED PER COMMENTS RF Ws -(BY VERIZON WIRELESS) WITHIN PROPOSED i- J 1 �. CONCEALMENT POLE (SEE SHEET Z-09) 5 01/03/23 CLIENT COMMENTS JcM Jws - - - - - - - -� - - - - - - - - - - - - �- � 4 185 TO WETLAND W2 _ 1 �\ _ - 4 12/14/22 CLIENT COMMENTS WPK WS �. o 77 �. IW 3 06/01/22 CLIENT COMMENTS WPK JW$ DRAWN CHECKED `+ 1 I REV DATE DESCRIPTION BY BY L- - - PROPOSED 150 MULTI-SECTION I r I I Z� 1 MULTI-SIDED RADOME I - I Z-11 CONCEALMENT TOWER (BY ELITE) _ I W F- FUTURE CARRIER I '�' EOF N� EQUIPMENT AREA / df� Llj PROPOSED 70'-0" x 35'-0" I t\ 2,450 SQ. FT. EQUIPMENT COMPOUND (BY ELITE) I �--->�---r----- - ---- r ter- c —1 L L A � cKEON -- - - - - - - - - - - - - - -®- - - - - - - — — _ % 7w7 E — E E 0 NE YORK L ENSED PROFESSIONAL ENGINEER- CENSE NUMBER:095374-1 i/ IT IS A, VIOLATION OF LAW FOR ANY PERSON, 70'-0" I UNLESS THEY ARE ACTIIIG (UNDER THE DIRECTION PROPOSED 12'-0" WIDE ACCESS / i ___ = _— — OF THE RESPONSIBLE LICENSED PROFESSIONAL GATE (TYP OF 2 x 8'-0") (BY ELITE) _ \ ENGINEER, To ALTER THIS DOCUMENT. (SEE DETAIL 1, SHEET Z-13) F I T E I f\I F-0 R M A T10 1 PROPOSED 12-0 HIGH BLACK PROPOSED VERIZON WIRELESS SITE NO: ALBERTSON MARINE I CHAIN LINK FENCE WITH GREEN UNDERGROUND POWER & TELCO CONDUIT177 ~ 'PRIVACY SLATS (BY ELITE) (SEE (BY VERIZON WIRELESS) ROUTED FROM METER, 1 61405 MAIN ROAD DETAIL 1, SHEET Z-13) RACK & MESA CABINET TO PROPOSED PPC & no TELCO CABINET ON PROPOSED EQUIPMENT I W SOUTHOLD, NY 11971 W p PROPOSED VERIZON WIRELESS 10'-0" x 20'-0" STEEL PLATFORM PLATFORM (SEE DETAIL I & 2, SHEET Z-12) \ SUFFOLK COUNTY (BY VERIZON WIRELESS) WITH 42" TALL HANDRAIL & 8'-6" TALL m STEEL CANOPY(200SQ. FT.) IN A 10'-0" x 20'-0" LEASE AREA (200 SQ. FT.) LIMITS OF NYSDEC FRESHWATER o W OU Z (SEE SHEET Z-09) w � -WETLAND 100 FOOT ADJACENT �� SITE TYPE. 150.0 SITE POLE LIMITS OF CLEARING, GRADING TYPE- Ln Z N EXISTING BUILDING AREA AND TOWN OF SOUTHOLD AND GROUND DISTURBANCE Q XWETLAND JURISDICTIONAL AREA - - 0 d Z- - 1 j COPYRIGHT 0 2023,AZIMUTH ENGINEERING P.C..LLC ALL RIGHTS RESERVED 3: W Q / THIS DRAWING AND ALL THE INFORMATIOT CONTAINED HEREIN IS PROPOSED VERIZON WIRELESS UNDERGROUND AH ZED FOR USEBY THE PARTY FOR WHOM THE WORopW ! WAS CONTRACTEDD OR OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, POWER & TELCO CONDUIT ROUTED FROM UTILITY RECEIVED DISTRIBUTED OR RELIED UPON FOR ANOTHER PURPOSE W NOTE: Y WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH o SILT FENCE, STRAW BALES, AND OTHER EROSION AND SILT POLE TO TRANSFORMER & MESA CABINET DEC Q 120 EraGINCERING P c., LLC. N CONTROLS WILL BE INSTALLED AND MAINTAINED DURING PROJECT WORK, AS NECESSARY, TO PREVENT ADVERSE Southold Town SHEET TUTEE: Planning Board Q IMPACTS ON WETLANDS. - ---- COMPOUND PLAN Z 0 4 0 4 g SHE\ NUMBER: W1 COMPOUND PLAN GRAPHIC SCALE Z SCALE; 1/4"= 1'-0"FOR 22"x34"DRAWINGS Z-08 m — -- -- (riv FEET) SCALE: 1/8"= 1'-0"FOR 11"x17"DRAWINGS J Q T) E E s. FUTURE CARRIER EQUIPMENT AREA FE Nj C-33 I r,a I Fz- n I N 0 Fj.C. LIJ — ELITE; ONVERS LP LLJ Co—munt-citians lllfrastrUrWre Experts ............ Z Lij PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES SOUTHOLD ROUTED ON PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) —voe PROPOSED VERIZON WIRELESS CABLE BRIDGE (NOT TO EXCEED IT-O" A.G.L.) PROPOSED VERIZON WIRELESS 24"0 CONCRETE (SEE DETAIL 4, SHEET Z-14) PIER (TYP OF 6) (SEE DETAIL 4, SHEET Z-14) 1 PROPOSED VERIZON WIRELESS GPS UNIT PROPOSED VERIZON WIRELESS WORK LIGHT MOUNTED T-O" ABOVE PROPOSED CANOPY ~ LLJ IE3 (TYP OF 2) (SEE DETAIL 8, SHEET Z-12) (TYP OF 4) (SEE DETAIL S, SHEET Z-15) rmin /A PROPOSED VERIZON WIRELESS STEEL CANOPY (ABOVE) LLJ PROTECT YOURSELF PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT (TYPALL STATES REQUIRE NOTIFIrATICIN 07 EXCAVATORS, M!C,NEPS, OR ANY PERSON PREPARIIjr TO DISTURB THE EARTH'S OF 3 PER SECTOR, 9 TOTAL) (SEE DETAIL 2, SHEET Z-114), SURFACE ANYWHERE IN ANY STATE DIPLEXER (TYP OF I PER SECTOR, 3 TOTAL) (SEE DETAIL 6, Know .what'sbelow. SHEET Z-15) & TRIPLEXER (TYP. OF I PER SECTOR, 3 TOTAL) Li Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS FOR MOUNTING (SEE DETAIL 2, SHEET Z-15) VISIT: WWWCALL81l.COM PROPOSED VERIZON WIRELESS 'SALE JDRAWN b). ICHECKED BY, PROPOSED VERIZON AS SHOWN WAS JKM EQUIPMENT CABINET WIRELESS BATTERY CABINET (SEE DETAIL 1, SHEET Z-15) L-Lj 11 11/28/23 REVISED PER COMMENTS JCM JWS �� ` C O , \ �� �.\(SEE DETAIL 1, SHEET Z-IS) 10 08/30/23 REVISED PER COMMENTS JCM JWS c 23 REVISED PER COMMENTS JCM JWS RRH RRH RRH RH— 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS — 5 01/03/23 CLIENT COMMENTS JCM JW$ 71-T 77T 4 12/14/22 CLIENTCOMMENTS VVPK JWS 3 06/01/22 CLIENT COMMENTS WPK JWS L L J I - -- , - t- -J— --t—I — DRAWN CHECKED REV DATE DESCRIPTION BY BY LSS j_R T4 3 REV \A LLJ PROPOSED VERIZON WIRELESS DISCONNECT SWITCH MOUNTED TO PROPOSED H-FRAME n�EOF Ely - 0, L +1 ,.:� -, ..� j! VIII — - - - — — — I --! I I 'i ) � `�� . � III s LLJ JE ME N N YORK ENSED PROFESSIONAL ENGINEER- ICENSE NUMBER:095374-1 LLJ IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION F OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCIJVFr,T, Jil SITE INFORMATION : LL SITE NO: ALBERTSON MARINE 4 I I I F III I iz I I III 61405 MAIN ROAD 7- T-I 0 LJ SOUTHOLD, NY 11971 R E C E'IV'-ED SUFFOLK COUNTY 20'-0"± DECC 01 2023 SITE TYPE: L L .o6triold Town 150'-0" CONCEALMENT POLE Planning Board PROPOSED VERIZONJ WIRELESS 42" TALL HANDRAIL T T T —0 T COPYRIGHT©2023,2023,AZIMUTH ENGINEERING P.C.,LLC ALL PROPOSED VERIZON WIRELESS WORK LIGHT RIGHTS RESERVED (TYP OF 2) (SEE DETAIL 8, SHEET Z-12) E E E — E E E THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS T, AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCI OSED, DISTRIBUTED OR RELIED UPOlJ FOR ANY OTHEP PUPPOSE > WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH EIJIGINEERING P.C., LLC. N Lj-j PROPOSED VERIZON WIRELESS UNDERGROUND SHEET TITLE: T PROPOSED VERIZON WIRELESS POWER & TELCO POWER & TELCO CONDUIT ROUTED FROM UTILITY < CABINETS MOUNTED ON PROPOSED HANDRAIL POLE TO TRANSFORMER & MESA CABINET EQUIPMENT PLAN 0 (SEE DETAIL I & 2, SHEET Z-12) SHEET NUMBER: 2 0 2 GRAPHIC SCALE Y I I SCALE:3/4"= 1'-0"FOR 22"x34"DRAVvqNGS Z-09 EQUIPMENT PLAN (IN FEET) If I i SCALE,3/8"= 11.0-FOR I 1"x171'DRAWINGS I PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA ° N ix MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE N (TYP OF 2 PER SECTOR, 6 TOTAL) (TYP OF 2 PER SECTOR, 6 TOTAL) ® (SEE ANTENNA SCHEDULE ON THIS SHEET) ® (SEE ANTENNA SCHEDULE ON THIS SHEET) PROPOSED CONCEALMENT POLE ANTENNA X003 PROPOSED CONCEALMENT POLE ANTENNA 3y� MOUNT (COMMSCOPE PART NO. MTC37319) 3�s MOUNT (COMMSCOPE PART NO. MTC37319) 4' kr L t�` (TYP OF 2 PER SECTOR, 4 TOTAL) '—(TYP OF 2 PER SECTOR, 4 TOTAL) _PROPOSED TRILEXER (TYP OF I PER SECTOR, 3G\O� (SEE DETAIL 5, SHEET Z-15) 3G0RC >` (SEE DETAIL 5, SHEET Z-15) - 3 TOTAL) (SEE DETAIL 6, SHEET Z-15) r'C- I r�? �f R ,.'C,3 \ \ PROPOSED 40" DIA. _ PROPOSED 40" DIA —_ i� PROPOSED 40" DIA. ® MULTI-SECTION-MULTI-SIDED— MULTI-SECTION-MULTI-SIDED G�/ MULTI-SECTION-MULTI-SIDED �\ GAO RADOME CONCEALMENT POLE \ ii' `� - \ .�� �� s� ��� `, ELITE Tc3ulrRS LP RADOME CONCEALMENT POLE RADOME CONCEALMENT POLE \ QIP �� i \ �,, ;FSKcomn„ n, ,;ons,,,.asru:tursExlels CI \ \ C2 �\ i7*1 PROPOSED 6”0 /� PROPOSED 6"0 MAIN PIPE MAST �- 0 1 MAIN PIPE MASTj �J A I \ A2 SOUTHOLD BI \ B2 v Q�R- //��i� PROTECT YO IP.SELF PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA % e STATES RE°1EE N°TFAA'r P S o EXCAVATORS, DESISNERS, OR AN'r PERSON MOUNTED WITHIN CONCEALMENT POLE MOUNTED WITHIN CONCEALMENT POLE PPERARI' TO HERE IN AN EARTHS (TYP OF 2 PER SECTOR, 6 TOTAL) (TYP OF 2 PER SECTOR, 6 TOTAL) PROPOSED 6"Qs MAIN PIPE MAST Know whaesbelow. Si PPACE ANYWHERE .N ANY TATE (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) Call before you dig. FOR STATE SPECIFIC DIRECT PH011E NUP,4BERS VISIT: WWW.CALL81l.COM PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA 0I MOUNTED WITHIN CONCEALMENT POLE °�-,� MOUNTED WITHIN CONCEALMENT POLE '`:AEE DRAWN Bf: `HEC„ED E,: Al, (TYP OF 2 PER SECTOR, 6 TOTAL) G'</J� (TYP OF 2 PER SECTOR, 6 TOTAL) AS SHOWN WAS JKM (SEE ANTENNA SCHEDULE ON THIS SHEET) �,�^��` (SEE ANTENNA SCHEDULE ON THIS SHEET) 11 11/28/23 REVISED PER COMMENTS JCM JWS �° 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS JCM JWS 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS 5 01/03/23 CLIENT COMMENTS JCM JWS 4 12/14/22 CLIENT COMMENTS WPK JWS 3 06/01/22 CLIENT COMMENTS WPK JWS 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 146,,1„ A.G.L. GRARPVHF SCALE N.T.S. 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 141',2” A.G.L. GRAPHICET ALE N.T.S. 3 VERIZON DIPLEXER PLAN BELOW ANTENNAS GRAPHIC ETALE N.T.S. REV DATE DESCRIPTION DRBYN CHECKED F NE 4As T k JE , � A.�`Ocv/ NEW YOR CENSED PROFESSIONAL PROPOSED ANTENNA AND R R U CONFIGURATION ENGINEE (CENSE NUMBER:095374- IT IS A VIOLATION OF LAW FOR ANY PERSON, ANTENNA UPILESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROPOSED ANTENNA ANTENNA HEIGHT WIDTH DEPTH WEIGHT FACE AREA ANTENNA ANT. CL. RRU SITE FoR M A T, o�� SECTOR QUANTITY CONFIGURATION STATUS (IN) (IN) (IN) (Ibs) (S.F.) AZIMUTH ELEV. (FT) CONFIGURATION STATUS SITE NO: ALBERTSON MARINE Q Al 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 60' RRH B2/B66a N EW 61405 MAIN ROAD RRH B 5/B 13 SOUTHOLD, NY 11971 a A2 1 MX06F IT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 60 N EW SUFFOLK COUNTY RT-$808-77A RECEIVED B1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 220' RRH B2/B66a N EW DEC 0 r 2023 SITE TYPE: Southold-Town 150'-0" CONCEALMENT POLE it / Planning Board 0° B2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 220' RRH B 5B 13 NEW RT-8808-77A COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED Q C1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 330' RRH B2/B66a NEW THIS DRAWING FOR ALL THE INFORMATION CONTAINED OM THE IS WORT-' WASDCONNTRACTED ONE OR BY WHOM PARTY IT IS CERTIFIED. THIS DRAWING, MAY NOT BE COPIED, REUSED, DISCLOSED, RRH B5/B13 DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE W THOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH LLJQ C2 1 MX06F IT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 330' N EW ENGINEERING P°, LLC. RT-8808-77A w SHED WILL: ANTENNA PLANS &. ANTENNA SCHEDULE z 0 SHEET NUMBER: LJ Z-10 J 4'-0" Ln TOP OF PROPOSED FIRE Lf-) PROPOSED FIRE DISTRICT DISTRICT WHIP ANTENNAS ANTENNA MOUNTED AT TOP OF EL = 164'-10" ± A.G.L. CONCEALMENT POLE (TYP OF (SEE SHEET Z-16) 0 J C, PROPOSED Y-O" TALL PIPE MOUNT (TYP OF 2) PROPOSED FIRE DISTRICT EQUIPMENT (SEE SHEET Z-16) EN r, I NI 17=F-_R I rNi c�. r7 c. TOP OF PROPOSED TOP DIAMETER OF RADOME L CONCEALMENT POLE�_ MULTI-SECTION MULTI-SIDED EL = 150'-0" ± A.G.L. 04011 CONCEALMENT POLE Ill h' ELIT ONF RVS LP Tire!r_ss Cormmjr�,.afiDn�,Infrastrurture Exrerts PROPOSED VERIZON WIRELESS ANTENNA !I : I : I: MOUNTED WITHIN CONCEALMENT POLE PROPOSED CENTERLINE 146'ANTENNA-1 ± A.G.L. (TYP OF 2 PER SECTOR, 6 TOTAL) tl ' J (SEE DETAIL 1, SHEET Z-14) IILJLj 9 v1 PROPOSED TRIPLEXER (I PER SECTOR, 3 TOTAL) PROPOSED ANTENNA (SEE DETAIL 5, SHEET Z-15) CENTERLINE = 141'-2" ± A.G.L. SOUTHOLD BOTTOM OF ANTENNA SECTION 138'-0" ± A.G.L. IIT. �IiI FUTURE ANTENNA J Ili I I CENTERLINE 132'-0" A.G.L. F 00 R, LJI I BOTTOM OF ANTENNA SECTION PROTECT YOURSELF EL = 126'-0" ± A.G.L. ALL STATES PEOMPE NOTIFICATION OF o EX CAVATOPS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SII' Il LU SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUVIBERS U VISIT: WIAIW.CALL811 COY 0 FUTURE ANTENNA Z V I a CENTERLINE 120'-0" A.G.L. 'HECIBEL) Ui 0 DRAV�I`J BY: O AS SHOWN JK I v I 0 uj NOTE: 0 11 11/28/23 REVISED PER COMMENTS JCM jws (L BOTTOM OF ANTENNA SECTION ALL VERTICAL RUNS OF FEEDLINES SHALL BE 10 08/30/23 REVISED PER COMMENTS JCM JWS IINSTALLED WITHIN THE CONCEALMENT EL 114'-0 A.G.L. 1 9 06/15/23 REVISED PER COMMENTS JRF jWS !POLE SHAFT AND ALL ACCESS PORTS SHALL 8 05/18/23 REVISED PER COMMENTS JCM jWS BE SEALED TO PREVENT WILDLIFE ACCESS. 7 105/05/23 REVISED PER COMMENTS JRF jWS 6 04/13/23 REVISED PER COMMENTS JRF jWS FUTURE ANTENNA 5 01/03/23 CLIENT COMMENTS jcM jws PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON CENTERLINE 108'-0" A.G.L. A . . PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) II 4 12/14/22 CLIENT COMMENTS WPK JWS3 06/01/22 CLIENT COMMENTS WPKJWS DRAWN CHECKED REV DATE DESCRIPTION U, PROPOSED FIRE DISTRICT CABLES ROUTED BY BY mkBOTTOM OF ANTENNA SECTION ------WITHIN CONCEALMENT POLE TO FIRE _17KL 102'-0" A.G.L. DISTRICT ANTENNAS (TYP OF 1) K f 6 FUTURE ANTENNA CENTERLINE = 96'-0" ± A.G.L. PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON /PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) 1_2 4 _i!!VBOTTOM OF ANTENNA SECTION PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT (TYP OF 3 PER SECTOR, 9 E EON L = 90'-0" ± A.G.L. TOTAL) (SEE DETAIL 2, SHEET Z-14), DIPLEXER (TYP OF I PER SECTOR, 3 TOTAL) (SEE DETAIL 6, SHEET Z-15) & TRIPLEXER NE YORK LENSED PROFESSIONAL ENGINEER- ICENSE NUMBER:095374-1 (TYP. OF I PER SECTOR, 3 TOTAL) FOR MOUNTING (SEE DETAIL 2, SHEET Z-15) 11 I'll1 II' IT IS A VIOLATION OF LAW FOR ANY PERSON, Ili UNLESS THEY ARE ACTING UNDER THE DIRECTION — — FUTURE ANTENNA — — — — OF THE RESPONSIBLE LICENSED PROFESSIONAL CENTERLINE = 84'-0" ± A.G.L. ENGINEER, 1-0 ALTER THIS DOCUMENT. BASE DIAMETER OF RADOME MULTI-SECTIONI j I I / CONCEALMENT POLE 40 MULTI-SIDED—_ ALL ACCESS PORTS FOR CABLING TO BE SITE l �� FORMATIO�,� : SEALED TO PREVENT WILDLIFE ACCESS 10 SITE NO: ALBERTSON MARINE —PROPOSED MESA CABINET (BY ELITE) JCIP OF BASE POLE BOTTOM OF ANTENNA SECTION –PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON 4'-0" x 6'-0" L Ell_ = 78'-0" ± A.G.L. ELEVATED EQUIPMENT PLATFORM (SEE SHEET Z-16 RECEIVED 61405 MAIN ROAD PROPOSED VERIZON WIRELESS CABLE BRIDGE PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET (BY ELITE) * I SOUTHOLD, NY 11971 (NOT TO EXCEED IT-O" A.G.L.) DEC 0 12023 SUFFOLK COUNTY (SEE DETAIL 4, SHEET Z-14) PROPOSED MULTI METER-METER PACK WITH DISCONNECT (BY ELITE) Southold .1-Il PROPOSED VERIZON WIRELESS STEEL PROPOSED 8'-0" X 10'-0" PREFABRICATED EQUIPMENT PLATFORM WITH HANDRAIL Planning Board SITE TYPE: TOP OF VERIZON WIRELESS GPS UNIT CANOPY (ABOVE) I KIT ELEVATED YABOVE GRADE ON CONCRETE PIERS 150'-0" CONCEALMENT POLE EL�— I T-15" ± A.G.L. PROPOSED VERIZON WIRELESS GPS (SEE DETAILS 1 &2, SHEET Z-17) ANTENNA MOUNTED ON PROPOSED ------ TOP OF CHAIN LINK FENCEriIIIIII TOP OF VERIZON WIRELESS STEEL CANOPY CANOPY (SEE DETAIL 3, SHEET Z-IS) EL = IT-O" ± A.G.L. COPYRIGHT @ 2023,AZIMUTH ENGINEERING P.C.,LLC ALL CT 1'-6" A.G.L. PROPOSED VERIZON WIRELESS EQUIPMENT CABINET & TOP OF FIRE DISTRICT EQUIPMENT CABINET Ai RIGHTS RESERVED THIS DRAWI[IG AND ALL THE INFORMATION CONTAINED HEREIN IS 'TY FOR WHOM THE 7D EL 10'-0" A.G.L. -F BATTERY CABINET (BEYOND) (SEE DETAIL 1, SHEET Z-15 AUTHORIZED FOR USE ONLY BY THE PAE WORK WAS CONTRACTED OR TO WHOM IT 111, CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, > PROPOSED IT-13" HIGH BLACK CHAIN WITHOUT THE EXPRESS WRITTEN cola ENT OF AZIMUTH LLJ ENGINEERING P C., LLC. C-) LINK FENCE WITH GREEN PRIVACY SLATS—,,,, w (BY ELITE) (SEE DETAIL 1, SHEET Z-13) TOP OF VERIZON WIRELESS CABINET( _ EL = 9'-8" ± A.G.L.19 ELEVATION < GRADE EL. = 0'-0" AGL BOTTOM OF EQUIPMENT PLATFORM,,-Jh, z 51-0" AMSL 0 F74 EL T-O" A.—W.Lilli J� SHLLI WM L GRAPHIC SCALE 5 14 0 5 10 SCALE.3/16" 1'-0"FOR 22"x34"DRAWINGS Z-11 m 1 SOU17H EAST ELEVATION (IN FEET) :::::::]SCALE:3/32"= IT"FOR 11"x17"DRAWINGS < 2'-011± _I EXISTING GRADE Qc FINISHED GRADE- MATCH SLOPE THICKNESS FINISHED GRADE- MATCH SLOPE THICKNESS I✓ " �'` N AND MATERIAL OF EXISTING CONDITIONS- AND MATERIAL OF EXISTING CONDITIONS7 OR AS DIRECTED BY THE ENGINEER OR AS DIRECTED BY THE ENGINEER 21-421-411* 11*WARNING TAPE--\ WARNING TAPE--\ � � .. .. W RNING TAPE fi - -- -- - - roc : s - - TRENCH I - _ � � r_T 1 � 0 - - - = O _ - u� � ACT FILL 90% OR COMP - - \� _ .% = - AS PER UTILITY COMPANY fit« UNDISTURBED SOIL Z -- �—UNDISTURBED SOIL �� :o Z _ Q = - - REQUIREMENTS N N =1 �J4 5hU III= ELIT t - 1"Jie 4Co i0 ,rato,5Infrastn,::tuneExp0s - I _ CLEAN FILL COMPACTED _ `�— 11 ( \—CLEAN FILL (COMPACTED IN 12" CONTROLLED LIFTS) IN 12 CONTROLLED LIFTS) - _ - UNDISTURBED SOIL 6 # 6 1 6 x 11 - 6 %0 MIN MIN -- '01 1 MIN MIN —) — -- — - s I I r I I I - I , � . \ \ CLEAN SAND CLEAN SAND -- I i i - it I I II i I h � —(I) 2" PVC ELECTRIC CONDUIT �\ 4"O SCH 40 TELCO CONDUIT_ CLEAN SAND SUITABLE \ '— 2 4" PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE) I -0 _ FOR CONDUIT BEDDING �—(I) 2" PVC TELCO CONDUIT MIN 2"0 SCH 40 PVC ELECTRIC CONDUIT ®JM51 � NOTE: NOTE: (2) 4 PVC TELCO CONDUIT ` NOTE: 1. MINIMUM SEPARATION PER TELCO AND I. 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. PROTECT YOURSELF 2. IF NOT, PROVIDE CLEAN, COMPATIBLE MATERIAL. COMPACT IN 8„ LIFTS. REMOVE ANY LARGE ALL STATES REQUIRE NOTIFICATION OF ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G ExcAVA PING TO DI CRS, OR AN^r PERSON v � PREPARING TO DISTURB THE EARTH'S GRAPHIC SCALE GRAPHIC SCALE we ,” SURFACE ANYWHERE IN ANY STATE 1 DEMARC TO SHELTER TRENCHING DETAIL (INFEET) N.T.S. 2 SOURCE TO DEMARC TRENCHING DETAIL (INFEET) N.T.S. UTILITIES PRIOR TO DIGGING. — -- Know .what's below. - 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE, CONTRACTOR SHALL HAND DIG U/G Callbefore you dig. TRENCHING. FOR STATE SPECIFIC DIRECT PHOI,IE NUMBERS MATCH EXISTING RIGID STEEL VISIT WWW,CALL811.COM EXISTING MATERIAL & GRADE RIGID STEEL CONDUIT CONDUIT PLUG SCALE DRAWN By: CHECH.ED BY: GRADE EXPANSION COUPLING,^ 3 JOINT SERVICE TRENCH DETAIL GRAPHIC SCALE N.T.S. AS SHOWN WAS JKM --- _T_ _ (IN FEET) -- / I I I (/28/23 REVISED PER COMMENTS JCM JWS li p I- CLEAN BANK RUN GRAVEL. :o GRADE 10 08/30/23 REVISED PER COMMENTS JcM Jws —3/4" GRAVEL STONE `O III BACKFILL WITH NO STONES 9 06/15/23 REVISED PER COMMENTS JRF Jws N GREATER THAN 6". COMPACT 8 05/18/23 REVISED PER COMMENTS CM WS II �\ '��.,/ ;r� ^ ������� /�i/;��.^r/,_ ��j; 3/4 CRUSHED STONE J 1 --�-�I II TO 95% MODIFIED PROCTOR. / \. \\�\ \; N ASTM C33, SIZE NO. 57 7 05/05/23 REVISED PER COMMENTS JRF JWS —YELLOW WARNING TAPE —6" WIDE UTILITY WARNING TAPE 6 04/13/23 REVISED PER COMMENTS JRF Jws =11 I—_ MARKED 5 0 /03/23 CLIENT COMMENTS JCM JWS CAUTION - GAS MAIN 4 12/14/22 CLIENT COMMENTS WPK WS 00000000000000 000000000 1 TRACERWIRE (SEENOTE #3) o �- Z 00000000000000000000000 - � 3 06/01/22 CL ENT COMMENTS WPK JWS DRAWN CHECKED I -1I =1 =1I -1I -111=1I I- MINIMUM 1.5" I.D. PE PIPE \' REV DATE DESCRIPTION BY BY NOTE: RIGID STEEL CONDUIT I. ALL EXCAVATION SHALL BE HAND EXCAVATION ONLY. / PVC PIPE COMPACTED SUBGRADE 2. PE PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. NOTERIGID STEEL TO PVC ADAPTER—' ®F N£Nr : r 3. A YELLOW INSULATED COPPER TRACER WIRE SHALL BE INSTALL ADJACENT TO WEED BARRIER "TYPER" L Y K UNDERGROUND NON-METALLIC PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE 1. IF COMBINATION METAL AND PVC CONDUIT RUIN IS INSTALLED E.C. SHALL BOND METAL LANDSCAPE FABRIC OR EQUAL OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE _ CONDUIT TO SERVICE PANEL. NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL NOT BE LESS THAN 18 AWG AND THE 2. IF PVC CONDUIT IS EXTENDED ABOVE GROUND ALL SWEEPS AND CONDUIT ABOVE GROUND INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL. COMPLIANT IFGC SECTION 404.15.3. TO SCH. 80 GRAPHIC SCALE .bJ 4. SPLICE BETWEEN STEEL GAS PIPE & PE PIPE TO BE THREADED. 6 GRAVEL COMPOUND DETAIL N.T.S. r Y � (IN FEET E ME N 4 GAS TRENCHING DETAIL GRAPHIC SCALE N.T.S. 5 TYPICAL UNDERGROUND CONDUIT STUB-UP GRAPHIC SCALE N.T.S. NEW YORK LIC SED PROFESSIONAL (IN FEET) _ _ ENGINEER- LI NSE NUMBER:095374-1 IT IS A VIOLATION OF LAW FOR AHY PERSON, LIGHTING FIXTURE SCHEDULE UNLESS THEY APE ACTIN, UHDEP THE DIPECTIOrI OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MFG. & CAT. NO. FIX. WATT LAMP TYPE NO. LAMP / WATT FINISH MOUNTING/HT. —CONCRETE CAP SITE II'� FORMATION : / RAB LIGHTING - FFLED39 39 LED I GRAY SURFACE MTD. SITE NO: ALBERTSON MARINE 6„0 SCHEDULE 40 CARBON STEEL PIPE WITH YELLOW T SLEEVE FILLED WITH CONCRETE ' ' 61405 MAIN ROAD SOUTHOLD, NY 11971 SUFFOLK COUNTY GRADE, PAVEMENT OR AN RECEIVED FINISHED GRADE Y �I SITE TYPE: T � DEC 01 2023 1 t 150'-0” CONCEALMENT POLE - NOTE: Southold Town / Planning Board 1. LIGHT FIXTURE MUST BE { COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL s • - DARK SKY COMPLIANT. 7 RIGHTS RESERVED %0 Z THIS DPAWING AND ALL THE INFORMATION CONTAINED HEREIN IS CONCRETE FOOTING (4,000 PSI) — M L O OR ,OWI S FOR. USED OR BY THE PARTY FOR WHOM THE 2. LIGHTS MUST BE SHEILDED woRr: was CONTRACTED OR To WHOM IT D, CERTIFIED, THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DOWNWARD, NOT t DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE a. WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ILLUMINATING OR GLARING ' ENGINEERING P C., LLC. — OFFSITE. vr. SHEET VILE: w z I 1-011 '":'.yb. Q 3. THE LED LIGHTS MUST BE CONSTRUCTION DETAILS- 1 L MIN 3,000 KELVIN OR LESS. SHEET NUMBER: LLJ 7 BOLLARD DETAIL GRAPHIC SCALE N.T.S. 8 TIMED LIGHT & OUTLET DETAIL GRAPHIC FEETALE N.T.S. 9 NOT USED (INFEST, N.T.S. Z-12 J — (IN FEET) GRAPHIC SCALE Q Ln $ 3/8"0 TRUSS ROD WITH HEAVY-DUTY GALV. LOCKABLE, 0 TURNBUCKLE AT GATE ONLY ///--DOUBLE GATE LATCH c"I VARIES IT-O" GATE OPENING T 1-011 MAX 10 VERIFY WITH SITE PLAN TYPICAL CHAIN LINK FENCE NOTES 1 1/4" GATE FRAME E—Z 1714 C-1 I�%l F__E_=FI I rA r_7 Rc. 1. GATE POST, CORNER, TERMINAL OR PULL POST 2 1/2"0 SCHEDULE 40 FOR GATE V,� ' \ WIDTHSUPTHROUGH 4 FEET PER ASTM-F1083. j/>/ 1 1/4" TOP RAIL 0 x x j 2. LINE POST: 2"0 SCHEDULE 40 PIPE PER ASTM-F1083.---2 1/2" CORNER POST —2"x2" - 9GA. FENCE FABRIC x>\/>> LIT OWERS LP V , X, 3. GATE FRAME: 1 1/2'0 SCHEDULE 40 PER ASTM-F 1083. 5/8"0 Pefess Comm!-Im,,ation,lr�astrvc ture Experts LATCH ROD 2 1/2" GATE POST 3/16" x 3/4" STRETCHER BAR AT CORNER AND GATE POSTS 4. TOP RAIL & BRACE RAIL: 1 1/2"0 SCHEDULE 40 PER ASTM-F1083 C14 2" INTERMEDIATE POST X, \ \\ / 5. FABRIC" 12-GAUGE CORE WIRE SIZE 2-INCH MESH, CONFORMING TO ASTM-A392 R /'x NO GAP BETWEEN FINISH 1/2" CROWN FOR DRAINAGE x GRADE AND FENCE FABRIC 110111 /x"< 2:1 SLOPE MAX 6. TIE WIRE: MINIMUM I I-GAUGE GALV. STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG WITH FABRIC 114-GAUGE, SOUTHOLD ), \1 v" k7 X 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCH CENTERS (BLACK) X, 7. TENSION WIRE: 7-GAUGE GALV, STEEL. %0 T7 x� X` \—STONE OVER L 8. GATE LATCH: DROP DOWN LOCKABLE FORK LATCH AND LOCK, KEYED ALIKE GEOTEXTILE FABRIC 1'-0" 0 TIRE AT END OF SWING GATE (TYP OF 2) I � I I ,� I , �_3:1 SLOPE MAX FOR ALL SITES IN A GIVEN MTA. 0 Z LU ED 0 — 9. HEIGHT = 12FT VERTICAL. "rpq Uj < U_ #7 GA. TENSION WIRE, CONTINUOUS 0� U 6"0 x 18" DEEP CONCRETE 0 4 FOOTING WITH 1 1/4" PIPE— � U m 10I I� . ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED INCLUDING CHAIN 0 LU 0 0 SLEEVE 6" LONG CO LIJ r L LINK FENCING. CL T < Zn 0 10"0 CONCRETE 12"0 CONCRETE FOOTING IN SOIL BRAIDED COPPER GROUND STRAP, 2 PL II. GREEN PRIVACY SLATS ON ENTIRE FENCE PROTECT YOURSEI FOOTING IN SOIL FOR E,ALL STATES REQUIRE NDTIRCATION OF FOR GATE AND CORNER POSTS (SEE GROUNDING SPECIFICATIONS) CAVATC S, DESIGNERS, OR ANY PERSON Z PPEPARINC TO DISTURB TIFF EARTH'S INTERMEDIATE POSTS < 8. SURFACE AIJ,WHERE IG ANY STATE Know what's below. NOTE: Cal I before you dig. FOP STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWWCALL811 COM FINAL DETAILING FOR FENCE AND SCALE: [)[,AWN BY: BY FENCE FOUNDATION WILL BE AS SHOWN WAS JKM INCLUDED WITH THE CDS. 11 11/28/23 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS GRAPHIC SCALE N.T.S. 9 106/15/23 REVISED PER COMMENTS JRF JWS FENCE & ACCESS GATE DETAIL (IN FEET) 8 1 05/18/23 REVISED PER COMMENTS JCM JWS NOTE: 7 05/05123 REVISED PER COMMENTS JRF JWS UNISTRUT PIPE CONDUIT CLAMP PI 1 19 CABINET TO BE INSTALLED ON H-FRAME 6 04/13/23 IREVISED PER COMMENTS JRF JWS OR P2558-35 (GALV.) (TYPICAL) FOLLOW PER MANUFACTURER'S SPECIFICATIONS TO 5 01/03/23 CLIENT COMMENTS JCM JWS MANUFACTURERS RECOMMENDATIONS BE ELEVATED ABOVE FLOOD ELEVATION 4 12/14/22 CLIENT COMMENTS WPK JWS FOR BOLT TORQUE /22 CLIENT COMMENTS VVPK JWS DRAWN CHECKED 3 1/2" O.D. POST REV DATE DESCRIPTION BY BY 3"0 RGS CONDUIT (GALV. (TYP) 41-01 0 F Nrpl,,, 0 METER BANK 'MA' PROPOSED WATERTIGHT METER HEAVY DUTY METER ` NAME PLATE SOCKET COVER .—PIPE CAP (TYP) (TYP) v N AA 1s c [�l�2 NEW YOR- ICENSM* ESSIONAL ENGINEEE NUMB R:095374-1 U 1-10 JE 1 Lu 0 IT IS A VIOLATION OF LAW FOR ANY PERSON, _j UNLESS THEY ARE ACTING UNDER THE DIRECTION 0 MAIN FRONT VIEW SIDE VIEW CF THE RESPONSIBLE LICENSED PROFESSIO1,Z TERMINAL 85.37" ENGINEER, TO ALTER THIS DOCUt11ENT, LUGS =N3 SECTION FN73 UNISTRUT P5000 (GALV.) %0 30.94" SITE INFORMATION : SITE NO: ALBERTSON MARINE 61405 MAIN ROAD RECEIVED SOUTHOLD, NY 11971 OR / J v / / > ,I It\'%/\\ \ /,>X' /y 012023 SUFFOLK COUNTY j r14 DEC Southoic town (14 Planning Board SITE TYPE: *,DLn 1 1 150'-0" CONCEALMENT POLE - 1 % 11 ° 1 1-J 4 06 COPYRIGHT 0 2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED 9 I THIS DRAWING AND ALL THE INFORMATION COlTAINED HEREIN IS a �_ _ al _j �, / AUTHORIZED FOR USE ONLY PY THE PARTY FOR WHOM THE z WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, LL — DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE > THE WITHOUT E EXPRESS WRITTEN CONSENT OF AZIMUTH LLJ 12"0 PLAIN CONCRETE PIER ENGINEERING P.C., LLC. o (4,000 PSI CONCRETE) MESA PER-INSTALLED LjNOTE: PLAN VIEW SHEEI TITLE: z DISTRIBUTION PANEL Fx I. MOUNT METER BANK AND MAIN LUGS SECTION PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. CONSTRUCTION DETAILS- 2 0 SHEET NUMBEP. GRAPHIC SCALE GRAPHIC SCALE GRAPHIC Z-13 2 MULTI POWER METER BANK MOUNTING DETAIL (IN FEET) (IN FEET) (IN FEET) N.T.S. 3 MESA CABINET DETAIL N.T.S. 4 SCALE N.T.S. Ln 11.61 4*11" 12.2" 0 WITHOUT FINGER WITH ]FINGER WITHOUT FINGER WITH FINGER ' GUARDS GUARDS GUARDS GUARDS d 0 r f r L "V, 4 . 0 clk r I I - T R I r� c 4 1 F-_N P, I N E 7' rrop View) as sroMrs•exwwe.7sa.lr rrop View] [Top View] [Top View) 0 15 (380) (�O 15.ee (403.5) ELIT OWERS LP t'1."SS (4-33) 0.1 ielI C immuntoations lnlra-try ture Expets "j, �3` R e, y . � s Ln cli Ln 8 14 c7l� U-1 �J .96 .6 0 ISOUTHOLD -7-77- try 7 Uri r V. vFt § po� 1A fill tit till 11:111 r7n r cr lj zo 13 [Front View] [Front View) [Front Viewl [Front View] v. 'J r -JECT YC)ILIP'�ELF PP( 17 T ALL STATES REQUIRE OR OF CX k s CAVATORS, DESIGNERS, OR ANY PERSON PREPARING To DISTURB THE EARTH'S WEIGHT 59.52 LB SURFACE ANYV�IIEPF IN ANY STATE rKnow what's below. SAMSUNG RT-8808-77A Call before you dig. V FOR STATE SPECIFIC DIPECT PHONE NUMDERS [Bottom View] (Bottom View] [Bottom View] (Bottom View) REMOTE RADIO HEAD VISIT- WWW.CALL81 I.COM NOT TO SCALE SuALL. DRAWN H i: UHECI,LD 31: AS SHOWN WAS JKM Lq SAMSUNG - B5/B13 RRH BR04C RFV01U-D2A SAMSUNG - B2/B66A RRH BR049 RFVOIU-DlA 11 11/28123 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM jws WEIGHT = 26.5 LBS WEIGHT = 94 LBS HEIGHT: 15.49 if HEIGHT: 15.4911 NOTES: 9 . 06/15/23 REVISED PER COMMENTS JRF JWS ANTENNA FACE AREA= 2.58 SQ. FT. ANTENNA FACE AREA=4.45 SQ. FT. 8 105/18/23 REVISED PER COMMENTS JCM JWS JMA WIRELESS - MX08FIT265 NOTES: JMA WIRELESS - MX06FIT465 WIDTH: 15.88if WIDTH: 15.88if 1. RRH MODELS SUBJECT TO CHANGE 7 05/05/23 REVISED PER COMMENTS JRF jWS 11 1. DIMENSIONS SUBJECT TO CHANGE DEPTH: 10.03DEPTH: 11 .93 if BASED UPON AVAILABILITY AT 6 04/13/23 REVISED PER COMMENTS JRF jWS BASED UPON AVAILABILITY AT TIME OF CONSTRUCTION. TIME OF CONSTRUCTION WEIGHT: 70.3 LBS (W/O SOLAR SHIELD &FINGER GUARD) WEIGHT: 84.4 LBS (W/O SOLAR SHIELD & FINGER GUARD) 5 01/03/23 CLIENT COMMENTS jcM jWS 4 12/14/22 CLIENT COMMENTS WPK JWS GRAPHIC GRAPHIC SCALE 3 06/01/2 CLIENT COMMENTS WPK JWS ANTE1.'IIIlNA DETAILS (IN F,,s,,cILE N.T.S. 2 RRH DETAILS (IN FEET) N.T.S. DRAWN CHECKED - REV DATE DESCRIPTION BY By NOTES: POST CAP (TYP) I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS RECOMMENDATIONS AND VERIZON STANDARDS. �.OF NEW, K /01 Uj no== HEAVY DUTY 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. Z GRIP-STRUT _j W 2'-0" WIDE 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS.< III LU LU CL U_ "--WAVEGUIDE 3.35" 8.98 LU r X F- JE c EON Z:> LU -CROWN EACH NE YORK ENSED PROFESSIONAL FOOTING 2" A.F.G. ENGINEER- ICENSE NUMBER:095374-1 _j @ < 00 PERSON, A T z IT IS A VIOLATION OF LAW FOR ANY PL�, LL _44t-_ --FINISHED GRADE- UNLESS THEY ARE AC­IIHG UNDER THE DIRECTION 0 0 ID ?�o op 00 0 0 00 0 0 0 0 000 0 OF THE RESPONSIBLE LICENSED PROFESSIONAL Q0 C) '�:'o 0 0 0 00un(D 00 ENGINEEP, TO ALTER THIS DOCUl'�1EI'iT. -) 0 -----------0 00 ac> 0 0 L %0 (:O� SITE INFORMATION : %0 00 cn COMPACTED Ln SITE NO: ALBERTSON MARINE SUBGRADE (':0) \",-CONCRETE cl) 61405 MAIN ROAD FOOTING (4,000 PSI) SOUTHOLD, NY 11971 SUFFOLK COUNTY 00 ... RECEIVED NOTES: C2) @ @ ...-- 1 .1 1. CABLE BRIDGE SHALL BE SITEPRO I GRIP STRUT TRANSMISSION LINE DEC 0 lK23 ] SITE TYPE: BRIDGE KIT (PART NO. I B24D-216T3) OR APPROVED EQUAL. __Sbuthoid Town � 150'.0" CONCEALMENT POLE 2. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO L Planning 22a� MANUFACTURERS SPECIFICATIONS. SIDE VIEW FRONT VIEW 3. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABLE COPYRIGHT 0 2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED BRIDGE COMPONENTS. THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS 3: AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE 771 TRIPLEXER 4. SNAP-IN HANGERS, SPLICE KITS, HINGE KITS, EXTENSION KITS, WORI, WAS CONTRACTED OR TO WHOM IT IS CERTIFIED THIS DRAWING MAY NOT BE COFIED, REUSED, DISCLOSED, STIFFENERS, AND OTHERS MISCELLANEOUS HARDWARE SHALL BE DISTRBUTED OR RELIED UPON FOR ANY OTiiER PURPOSE > MANUFACTURER: RFS WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH Lij PROVIDED BY THE CONTRACTOR AS REQUIRED. ENGINEERIN(, P.C., LLC. 5. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM NOTES: POWER SUPPLY: FD9R6004/IC-3L -1 TITLE: BENDING RADIUS OF THE COAXIAL CABLE. SHEE DIMENSIONS: 4.65"Hx8.98"Wx3.35"D 6. CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC, CONSULT 1. TRIPLEXER MODELS SUBJECT TO < EQUIPMENT DETAILS , 1 MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS CHANGE BASED UPON AVAILABILITY WEIGHT: 10.69 LBS r7 :REV #m 'im YORK ICENS AT TIME OF CONSTRUCTION. 0 SHEET NI-IMBE GRAPHIC SCALE GRAPHIC S Z-14 3 NOT USED 4 CABLE BRIDGE DETAIL (IN FEETALE 5 TRIPLEXER DETAIL CALE N.T.S. (IN FEET) NOTES: 00 37.7" I. MOUNT RRH'S AS PER MANUFACTURERS RECOMMENDATIONS. LIFTER EARS-\, ` 2. CONTRACTOR TO VERIFY THAT RRH CLEARANCE REQUIREMENTS ARE MET. 34.1" 23.8" 32.0" 37.8" 3. JUMPERS & CABLES NOT SHOWN FOR CLARITY Y 4. RRH'S SHALL BE SPACED A MIN. OF 4" APART ON PROPOSED H-FRAME x �- GPS ANTENNA - ECEIVED f _ _ 000T (PROVIDED BY VERIZON WIRELESSO" -_ - = DEC � 01 2023 INSTALLED BY CONTRACTOR) Sout v6ld Down Planning Board 0 PROPOSED RRH'S A I E 2 1 N; E-14T O (TYP OF 2 PER SECTOR, 6 TOTAL) CABLE ENTRY I 1/2" O.D. x 3'-0" MAX GALV. - -- TYP _ - - - ( ) - - - \ STEEL MOUNTING PIPE ELIU: Titele-,s�7N'�fF I-P O _ - --- - PROPOSED Cti�mmurrt.atio;Ts Il�fras+.vttuTe Expels = / \ PROVIDE APPLICABLE o OoC14 , CABLE ENTRY 'J HANDRAIL POST PIPE TO PIPE CLAMP �- 0 0 O 0 " O0 f/2"QS GALV. U-BOLT COAX GROUND KIT J p p w+a'wwi.Jw`Stii.. , A } REVERSIBLE (TYP OF 6) j ✓� _ CABLE BRIDGE POST/PIPE MAST - -MOUNTING O COAX CABLE (AS REQUIRED BY _ -' S. KITS ) o p ANTENNA MANUFACTURER OUTP.7� O 00 PROPOSED UNISTRUT P oA ' 0 e ` G 6 AWG GROUND WIRE TO Li 0 END CAP CADWELD ON POST OR LUG ON GROUND BAR n " n leek I� wOG / G � 31J 45.5 34.6 I PROPOSED P I OOOT UNISTRUT (TYP) (CUT TO �� `� �s NOTES: ESOF016-ECA01 (DC-AIR/DAC) LENGTH IN FIELD ES0F024-ECx01 CABINET POWER EQUIPMENT �� d Q PROTECT YOUP,SELE / e ; I. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND w G �9 ALL STATES RESSUIRE NOTR AN'IOfJ OF O e o EXCAVATORS, DE5I;NERS, OR 4N° PERSON HEIGHT: 72.0" HEIGHT: 72.0" -A ��J CANNOT HAVE ANY BLOCKAGES EXCEEDING 25/ OF THE SURFACE AREA OF RRPFARI',, T� DIST Rg THE EARTH'S �° � � WIDTH: 31.7" WIDTH: 32.0" G O9 A HEMISPHERE AROUND THE GPS ANTENNA. below. SU?FACE AN YWHE RE IN PtJY STATE Know what's Call before you dig. DEPTH: 45.5" DEPTH: 34.6" o / 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FOR STATE SPECIFIC DIRECT PHONE NUMBERS FROM A MINIMUM OF (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE VISIT: www.cALL811.coM WEIGHT: 578 LBS (RECTIFIERS & WEIGHT: APPROX. 690 LBS (RECTIFIERS FINAL LOCATION OF GPS ANTENNA SCALL. Uh'AWIJ 6i: UIELKEU BY- EQUIPMENT EXCLUDED) & EQUIPMENT EXCLUDED) AS SHOWN WAS JKM 11 11/28/23 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS 1 EQUIPMENT CABINET DETAIL GRAPHIC SCALE N T 2 RRH MOUNTING DETAIL GR(INFEETALE N.T.S. 3 GPS ANTENNA GRAPHIC(IN FEET ALE N.T•c• 8 05/18/23 REVISED PER COMMENTS JCM JWS (IN FEET) • •S• 1 r V I 7 05/05/23 REVISED PER COMMENTS JRF JWS NOTES: 6 04/13/23 REVISED PER COMMENTS JRF JWS 5 01/03/23 CLIENT COMMENTS JCM JWS 1. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS 4 12/14/22 CLIENT COMMENTS wPK Jws 4 -- --- 3 2 t . -.. _... -. 1...,.111_..... _ ..,- .111.1_. 11. _ .,.",.1.11.1._.- RECOMMENDATION AND VERIZON STANDARDS. 1,0 GENERAL � "" - _ � - " " .. . �._.. xev„�rs i 3 06/01/22 CLIENT COMMENTS WPK JWS I 1.1.ALL METERIC DIMENSIONS ARE IN BRACKET ' E OMIFnaN By DAI 2.0 DESIGN NOTE -^ Isomm-rl WMAL RELEASE FA "�%e I DRAWN CHECKED ! 2.1 PIPE SIZE RANGE-4.5°.6.0°oD I 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. REV DATE DESCRIPTION BY BY 2.2 ANTENNA MODELS SHOWN•COMMSCOPE PART#SBJAHH•1 D65B•DL PROPOSED UNISTRUT 13.0 T9ANUFACTURING`SPECiALREQURMENTS 1 4.0 TEST 0 4.5"OD i 5.0 PACKAGING PIPE SHOWN FOR REFERENCE D I (04.5--06.0-} D 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. END CAP 9 I 6.5" E�0 F NE 1 2 I I I ! 1 A HIDDEN IN DETAIL A 3 4 - ti PROPOSED 1/2" HILTI HIT-HY 1 0 /� 70 ANCHOR W/ 3.5" MIN. �_ o D P O U O 0. O EMBEDMENT (TYP) 7 ' I ° ° XE -��EON / C 5 C' NEW YORK ENSED PROFESSIONAL RQU APPLY TOE O --`_ ENGINEER- CENSE NUMBER:095374-1 PROPOSED ELECTRICAL PANEL 15-23 FT-LBS DETAIL SCALE 1:4 pp (MOUNT PER MANUFACTURERS 1 ANTENNA SHOWN FOR T IS A VIOLATION OF LAW FOR ANY PERSON, �- REFERENCE L-jO UNLESS THEY ARE ACTING UNDER THE DIRECTION RECOMMENDATIONS) j OF THE RESPONSIBLE LICENSED PROFESSIONAL ® ENGINEER, TO ALTER THIS DOCUMENT. i I 0 G I e SITE NFORMATIOI� : I SITE NO: ALBERTSON MARINE B B 0-c (D. -ICO O O O -�--- � � 61405 MAIN ROAD �' - -- ,o � _ - , a zj SOUTHOLD, NY 11971 SUFFOLK COUNTY 1 ' SIDE VIEW FRONT VIEW COMMSCOPE,INC.OF NORTH CAROLINA __. SITE TYPE: 70LEF ANCES SAP MATERIAL MASTER �a. °PLACE xt 025 2PLACE,Mt 0.06MTC37319 150'-0" CONCEALMENT POLE iPLACE Xt 0.12 ANGLES t 2° FENlS4 MATEF'.tAL S ITEM PART NO. DESCRIPTION OTY. WEIGHT NOTE NO. GALVA123 Ai011/A1018CR36 I( DIPLEXER 1 M-TC373108 WELDMENT,NON AZIMUTH ANT MOUNT 4 4.98 LBS I \ 2 MTC373102 ANTENNA MOUNT BRACKET 8 1.05 LBS 5 NAME DATE TITLE i COPYRIGHT 0 2023,AZIMUTH ENGINEERING P.C.,LLC ALL PROPOSED TELCO BOX 3 GB�3125 318'X1-1M-GALV BOLT KIT 12 O.ObLBS ce NON STD AZIMUTH ANTENNA MOUNT AlMANUFACTURER: RFS RIGHTS RESERVED (MOUNT PER MANUFACTURERS A 4 GWF-03 318•GALVFLATWASHER 24 0.01 CBS DENSITY 02D t'j" I. RW THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS GB-03225 'B'X2•T14'GALVBOLTKIT B 0.49 LBS RV AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE 5 MASS 913, ;a AT, i POWER SUPPLY: FD9R6004/1 C-3L WORK was cGNTRA(-TED OP. TO WHOM IT Is CERTIFIED. THIS RECOMMENDATIONS) VOLUME a31t/ W SCALE DGGUeIENTNO. DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, L RE DISTRIBUTED OR RELIED UPON FOP, ANY OTHER PURPOSE 3URFACH104T i FCN008000031047 1.6 MTC37319 DIMENSIONS: 5.8"Hx6.5""Wx1.5"D � \ WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH W N 912E WQRKAREA MQDEL gLAWING 9FfrET ; ENGINEEPING P.C., LLC. LENGTH VFRSM STATUS REVISK)N VFR"N STATUS RF.L"£ o PROPOSED PIOOOT cQ201acaranscope,�o. rT1DTH C } 00 RE A D1 {mRE^ A �o�?•. I NOTES: WEIGHT: 2.6 LBS � -__ __ _ _ .._0. _. _ ______.___ UNISTRUT (TYP) (CUT TO 3 2 t -__-_ S H E E 1 TITLE: LENGTH IN FIELD _. -. 1. DIPLEXER MODELS SUBJECT TO EQUIPMENT DETAILS - 2 CHANGE BASED UPON AVAILABILITY o AT TIME OF CONSTRUCTION. iJ-) SHEET PJUfBER: 4 ELECTRIC / TELCO RACK DETAIL GR((IINFEETALE N.T.S. 5 ANTENNA MOUNT DETAIL GR(IN FEET)ALE N.T.S• 6 DIPLEXER DETAIL G�(INFEET)ALE N.T•S. Z-15 ED N Single section Multiple Arrays r I Par Descries{ion F u nc tnurrstierry p � Y� , LEC I"tC�CAT0R5 �Por.�er sta"us.EthemFt link status,dna arth�?ty onEx±ended Range PCE st,pply Y�$ r� I I kOlX3. PTP5Q650 ._. . . .. ..... ... _.. , .. . ,_ ...._. .., N Omnis i ,., rs NETMR.l(MANAGEMFNT Irrhandand mi-ef-hand man ort _.. RF 641`15m W de-banrt al>rrat:ott 4.9 to 6 05 Gt+r(Alk svah6r ire rertcir;an hands are 9ktatcd l! vtd rat conn m.rdntir ns.The trbsk coin _ _ ( 8M) N BA4040-57 2 x 3d8d omnis with separate feeds 330-42OMHz man bands are anted he e.) SYSTEMMANAGEFIENT IPvC,RPu4 anti statkmanxpeert entsnapat _ 8A4040-67 2 x 3dBd omnis with separate feeds 400-52OMHz 6, 4,940-4.990 GHZ(Public Sarety) Wrh anon s via t Caws r us3 HTTPar HTTPS/TLS` I^ 535-W5 GHZ SNMP 0,v2e erd vi,M18-11and proprietary PTP MIS p Elliptical 5,25-5.35 GHZ E Canb'um WirelessMmager.WM 4,01SP4 or h'gher " EA4040 57 2 x 5dBd ellipticals with separate feeds 330-420MHx 5,410-5,725 CN7 Online spectrum analyzer(ns Imrrratton payload traffic orCrew A operahor) :•- i 5.725-5.950 GHZ { EA4040 67 2 x 5dBd ellipticals with separate feeds 400 520MHz j z, 5.825-6 C50 GHZ INSTALLATION Buy't-tn atrdlo and g anhkal aF,is mf5 for lk?k ortlmiza"on } _ .,,. .. - _.... .... ....._.._ CHAR*dE'_SIZES S. ,T5.20.30.40,anrl45Ntithann ?' Offset Sections - _- - els CO`RdFCT10N D:stanrr between onfictaortmit arut prymgy ne`tm>k candy°rte:up o 3?Otert{H 0 mrlcrv)tr: g Paw r-ovrr-G6krt it n } _ , x Ethernet:ion di,;`ancns up to 90.4 feet aOD moers)cm he W..,Mrd fiber interface I r : a t- a OA2020-67 2 x 5dBd offsets with separate feeds 400-520MHz Chanre'slz,_sdeR•na an in idualcauntryreat fatian, us>n9 . f� 1 I"^•,1 i -\I l 3 17-. _ t- coSKCTR7L EFFICIENCY 10 hps!Hr na ,> urn PTP 65/S 11^r?r,r't:Y":'Kt _ _ «....,..>..- p CHANNE:SELECTION 6y Dynamic Spectrum CRNmtzatfnn or manual iriterue don DIVINSIONS trtegraW Outdoor Uni,(ODU): p y -up and conth^uat self optimizallen to avoid irter'erence Width 371mm 0.4.5"k Height 3,firr m 04 6"),Drrth 8Tm-n(3 2") t - -------------- . -- --- , start E Dual section combination Dipole e era S autetnatl�srted+wsan CencertodZed ODU• o t 3 y �. MWMU4TRANSMITPOI UP to Width2Nnm(8T),Vr10,318rtm(12.5"),Nrth90,nm(35") ,'t - Part number Desert on LL Frequency _ F O Omnis * SYSTTI•t 9AIN' Irtec,atecf;Up to 164 d9 vrith 20 MHz channel anJ Hog rated 23 d6;anterma;yr firs w`,h madu'at an mode thanrel size and spectrum WEIGHT trtrgrated ODU 4.1 kry(8 95'hs)intk:rFng bracket --_ f _v -- Conrortadzart Ver et ar tt rroartarlar,mrd"and artrnna type Carnedorfzea ODU:3.1 k9(6.8 9>s)Including bracket batt ago BA4040-57L 2 x 3d8d omnis with separate feeds 330.42OMHz _ �_•_ �_ EL T ("t tt� T TyRECE`VERSrN_ITiVITY -98 d8m wi'*h 5 MIL channel O'FR1.tl*tG TFM T2AIURF -40`m+140°F{4D°to*t 0 C).irrk rIn solarra bat arz--'t•"I T " r`��ERS `�iBABO-57L 1 x 6d8d omni 330-420MHz _-_._...... .... .. .___.___ .__,___._ _._.-__ ___ _._____ �_._ __ _._ __ v _ _ ___ - 9 ireir ss Commurncahons trTast u:tr,re Ex its BA4040-67L 2 x 3dBd omnis with separate feeds 400 520MHa MODUkFT Ort!ERROR CORRECTION _ Fast Prerrrpllse Adaolive M rd)hticl°feahxk t3 orad tat an l FEC ma:n ?^ x "" TR � g g..uelsrarn;ngfromSPSKto2,6OAMdurtpm,loadMIM0 DUST-WATER INTRUS90NPROTECTION IP66and tP67 DtJT LEJ(5C1itME Time Division Duplex(TDD) Yu ND SPFFTI SURVNAI 200 r BA80-67L 1 x 6dBd omni 400-520MHz mph(327 kph) -ti, # ;�;; fidaptivrortirsdtrarnmit,'mcc,aeautycpctrs.Spktfrr�q:rencya;rrrationa'fawssep�faizty:Xie-nif�rirrcei+mfrcqurnr;zstahc°ma"RorKrt "•<, Elliptical Sections _ i>t'_''f' pymrulattan. P iiISUPPLY Tirooptiors: 77. ' spmthron? AC power o104°F(0"Ln+401 :35W,90-740VAC.50160Hr EA4040-57L 1 2 x 5dBd ellipticals with separate feeds 330-420MHz OatlorFnl TDD zation usfrtg PTP-SYNCf4ot ule C} -- _ - DimensknxWid1)5.X'(132mm).HAI 1.4"(3hrrm),Depth 2"(5rmm) I I _._ � �1w, ANTENN4 irinrated:Flat panel-23 d9r + ° ~ t � EA80-57L ix9d8dellipticat 330-420MHz � AC OCpmverir,error.-40°totAO°r(�1010*50"C),70bV;90240VAI S0160Hx - Cormectotzed,Can operate Wth a selection of separately-purchased sirgle-and dual-polarity orilmnas through 2 x N-type 1em>5e Dime.nstonx Width 93S"(2150 m n).H-ight 15"(40 Coro),"it 1,,3"(80 mm) a EA4040-67L 2 x 5dBd ellipticals with separate feeds 400-52OMHz connectors(local wgu'tti ins should br checkrd prior to pradTase) a EA80.67L 1 x 9dBd elliptical 400-52OMHz t'`�'C~^.','r""'f":ti POtNER CO`ISU+SPTION 30 W mtottmtrh(urs to 10 t"i with 8023at device on acerin dry pori} I ' I' r i p RANGE Up to 124 miles(200 km) -<•:. t t, W E' Offset Sections �t1281255SFCURCY F1'5.191 comp -bit AFS FtryGtirn(artonat} t► OA2020-67L 2 x SdBd offsets with separate feeds 400.52011 HTIPS and SNMn'c3' PRO'ECTION AND SAFETY UL609:C Y IEC609:01,EN50950 t CSA-022.2N).C0350-1:CL'arpraval for Global t - (den.y-based user wounds �_. OA40-67L 1 x 9dBd offset 400-52OMHz; Contglrrah)etr:ts.waatrufos RADK) 4,9 GH<FCC Part 9CY,RSS T'1 limn auitrenticatk:nand RADIUS srrRR?n'I S,x G Hz:FCC Part 15,sub parts ISC and 15F;RSS 2l0Issue$ ✓C m Shown above are lower sections only which include a through harness to connect your choice of upper section. Event kxging dna mar:ge nent optional tial logging uta sy'9 EN 302 SO2:EN 301893 Elm Comoel 02171r1r UK Approver to IR2C07 Select your upper section from our range of standard UHF Arrays, aroigemmit EMc _.._ ___.' _,... ._,. w_ _.__ -_ .. erne-EN 3t1148n land a _.. . . _ .__._..._.•.. _. _ r III Diarster retanmry and uulnrrahigtY m I r v When ordering a dual section combination array you will need to order as follows: q : PROTOc)L__ tEFE8023 E 1. Specify your lower Section from the list above eg:E3A80-67L PLUS t- 8 2. Specify your single upper section from our range of standard UHF Arrays USER DrTA THPOUCHPUT Dyramlcaitywniable u3 to 450 bas k Mak;mcar ronadlam-2x2.45.H thanner,256 aAM r Regulatory ccndit°ails for RF bands should be con irnted prior to system pur Kase.All hands use the same hardware. "° n ihre sport aT effldenry lczpac!y lTce*tsing madeh Individual bands and channel widths are avallable pending local raglohitory anprova!s and regia code licenses. Combination Collinear and Dipole Arrays Lite Capxit:Up to 125 Maps IGain,maximum transmit power and effective radiated power may vary based an refit?!story domain and Conlan code Gcetlse. 13 M d CapxltY Up to 250 Mt;ps 'Web access via HTTPS TLS is avai!ahie on AE5 enaFfed radios. ;Omnis Description Frequency Fs11 Caaacl.Y Up to d5C MbRs / ., '«a 5t '�,"" Q - - �W� A�sorraRab?auithG:emrsltrnitingma imxrstharnrlhandes;dth . Omnis IF BX40-67 1 x 3dBd omni 400-52OMHz LATEIJ Y 1-3 insane a etLar,faterty BX4040-67 2 x 3dBd omnis with separate feeds 400.52OMHz 0'5 80aeuas SX80-67 l ix6d8domni 40D-52OMHz PACITTCLAWFICATION Layer2and Lxier31EEFP02To,MPLS,EttrernetprionRy Elliptical Sections PACxET PERF(%; *MANCE Li'*rate(?8 0x packt"ts per srcaxl} EX40.67 L 1 x 5d8d elliptical 400-52OMHz TIMING'ftANSPORT 5yrutsroatot:sEtnernet IEFE1588v2 � PROTECT YILI_IRSELF i EX4040.67 2 x 5dDd ellipticals with separate feeds 400-52OMHz ALL STATES RECI-IIRE NOTICICAPCN OF Ex80-67 f x 9d8dell! tical 400.520MHz - rRAMESLIIt'PCRT .iJ.`nboftaKMuplogwobyt"n , o EXCAVATORS. DESIGNERS, OR ANY PERSON p J PREPARING TO DISTURB THF EARTH'S j Offset Sections rLEXtBLeM 2xGinAltEthernet coMefports: SURFACE ANrWI-ERE u, ANY STATE - GKrab2 Por!t Data+rbF pv"inp;rt 0X2020.67 2 x 5dBd offsets with separate foods 400.52OMHz Gf*it Port 2:801 PoE outputp ort Know what's below. OX40 67 1 x 9d13d offset 400.52OMHz SFP port(single-mode`Ther,multi-mode f k)ot:and cnpper *;'t E:frvret DPOrs MIMIC) Cal l before you dig. a ccs TVEiTDMSUPPORi 8xTVEIMM(NcthvrxkinrlonrU,t(NIDW) FOP. STATE SPECIFIC DIRECT PHONE NU!^IPEP.S These lower sections are for use with COL series coliinears. They are provided with a through harness to connect your choice of G.E23-compliant timhnn VISIT: WWW CALL811 COM c COL8(UHF),COU 5(VHF)or COLI 7(VHF)coliinears. DC paver frrnut(mmrAil r with AC+DC Powerini;rtar outtxd) s Tla[1LAENCY(O"III WAY) ito3r^stypicaldependlr*onrange.bandvrldth,modulationmileandnumberofTl/El pmtsaccurate TI/El'<aterxvfigurescart be ALE. UF'Awli Er: HEI KEt When ordering a combination collinear and dipole array you will need to order as fellows: detcrntrmalaranyrpv nronlrxaatianuzing Ute CamNmPTP L@Nxnlanner - 0 AS SHOWN WJKM 1. Specify your tower Section from the list above eg:BX80-67 PLUS AS c 2. Specify your COL collinear either COL15,COL17 or COLS eg:COLB(and remember to specify frequency) ' o I 11/28123 REVISED PER COMMENTS f CM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS JCM JWS 1 350-520 MHz UHF ARRAY CONFIGURATOR DETAIL 2 PTP 650 FIRE DISTRICT EQUIPMENT DETAIL 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS 5 01/03/23 CLIENT COMMENTS f CM JWS 4 12/14/22 CLIENT COMMENTS WPK JWS 3 06/01/22 CLIENT COMMENTS WPK JWS DRAWN CHECKED ".' Weight Height REV DATE DESCRIPTION BY BY 205 Lbs,assembled - 77.98" ? • 275 Lbs.shipping weight Width s Doors 23.625" 2,secured by three point locking system Depth `i • Locks via customer supplied padlocks See racking specifications CZE OF NE,ly I, . Sealed with.875"aluminum filled gaskets -Useable depth r t Material t.� K - .125"Alumiflex(D G i- Finish:Painted cream NEMA Class Types available RF properties:Non-ferrous NEMA 3R(Vented),NEMA 4 f Vents (closed loop-a/c),NEMA 4X • 30 bottom louvers per door Paint Tested p 1000 hour salts spray textured ,Q overs-Into cover, 77 14 top Io p , p Y( ) � � ,/• ander Alumishield® 1000 Hour immersion .i )` (` One removable filter panel per door y 7 "nor 4 yF k .,5+k,.v -g �.`e.?4P • 14 fixed filter pads In top cover 4 A EM C K EO N Height NEW YORK CENSED PROFESSIONAL Handles 74" 1.3 Zinc,padlocking ENGINEER ICENSE NUMBER: 095374-1 Width IT IS A VI ATION OF LAW FOR AMY PERSON . 19.5" a Rails ,. a e UNLESS 1-1-1E( ARE ACTING UNDER THE DIPECTION • Two sets 19"Rail standard CE THE P.E(for additional fails see accessories) Main Body Aladinecoated + Height:78,23" ENGINEEERR,, TO ALTER, THIS DOCUMEN i. TALICENSED PROFESSIONAL Hales tapped for 10-32 threads • Width:25.5" E J T E NC) M T �1= ach rail supported b TM Depth:34" .125"Material(Alumiflex(D) A/uniffshieldO " SITE NO: ALBERTSON MARINE Hang down height:1.71 Spacing 1911 or 23"Racking available " Width:28,46" ° Depth: ��jj R Useable Height �.,..� IN, D . Usable racking height has been revised Handles 61405 MAIN ROAD k to only fit In the opening of the door Jam • Protrude 2,2" which Is cabinet height minus 4.25" Total Space Occupied DECO 1 2023 SOUTK1 NY 11971 L� . a (3 Maximum:74.25 . Height:78.855" Southold Town Number of rack units per rail set:42 . Width:2$.46" Planning Board SUFFOLK COUNTY Total number RU's:Up to 84* . Depth:37.75" A, Useable Depth to Maximum:30.5" Minimum.28.75" SITE TYPE: 150'-0" CONCEALMENT POLE * Top 74.75"-78.23" 3.25" 30.50" COPYRIGHT OO 2023,AZIMUTH ENGINEERING P.C.,LLC ALL Or " RIGHTS RESERVED ;a THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS 71� 74.57"-74.75� .'18" 29.50" f' « AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS 4504"- 57" 29.57" 30.50" DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, z 74 DISTRIPUTED OR RELIED UPON FOR ANY OTHER PURPOSE > { Center 33.00"-45,00" 12.00" 28,75" WITHOUT THE EXPRESS WRITTEN CONSENT of AZIMUTH ENGINEERING P.C., LLC w ._<cy 3.43"-33.00" 29.57" 30.50" w *Front and Rear sets of rails allow some 3,25"•-3.43" .18" 29.50" Q equipment to rack both directions providing Bottom 0.00"-3.25" 3.25" _30.50" up to 84 RU �___ _ __._ FIRE DISTRICT EQUIPMENT- 1 z 0 U-) SHEEI NUMBLE : LLJ 3 OD-78DIDC FIRE DISTRICT OUTDOOR ENCLOSURE DETAIL 4 NOT USED 5 NOT USED Z-16 - - 03 ri CII ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTES: S1 MTC79020808.01 & CENTER CHANNEL 4 86.28 LBS 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. 2 MTC79021 010.01 10 SIDE CHANNEL 2 113.57 LBS 3 MTC7902.03 CHANNEL ADAPTER ANGLE 8 7.07 LBS 8 c\j 4 IMTC7902081 0.01 24" X 120" BAR GRATING 4 142.72 LBS ' 5 GB-05205 5/8" X 2" GALV BOLT KIT 32 0.07 LBS 6 5 6 GWF-05 5/8" GALV FLAT WASHER 64 0.01 LBS 10 Os. wl 7 GCM03 GRATING CLIP 32 7 R I NJ C7j 15 17 E NJ G I N! E r 3 - 10'-0" 30481 0 6 DETAIL A DETAIL A SCALE 1:4EuT mv ALL CORNERS 'r RS LP 9 aar. DETAIL E 4 1 2 in, 12 7 SOUTHOLD 8'-0"[2138.401 0 6A • 6 DETAIL C 2 • SCALE 1:4 ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTE NO. 1 GB-03105 3/8"X I"GALV BOLT KIT 14 0.05 LBS • 2 GB-03205 3/8"X 2"GALV BOLT KIT 28- 0.08 LBS 3 GB-05205 5/8"X Z'GALV BOLT KIT 28 0.26 LBS y in, If 4 GWF-03 3/8"GALV FLAT WASHER 14 0.01 LBS 5 GWF-05 5/8"GALV FLAT WASHER 28 0.06 LBS 6 MTC396620 POST,HANDRAIL 14 9.96 LBS 14 PROTECT YOURSELF 7 MTC3979HRII HANDRAIL,HORIZONTAL 4 16.60 LBS ALL STATES REOUIRE NOTIFICATION 07 8 MTC3979HR12 HANDRAIL,HORIZONTAL 2 21.11 LBS EYCAVA7)PS, DESIGrjEPS, OF ANY PERSON PREPARING TO DISTURB THE EARTH'S 9 MTC3979HR13 HANDRAIL,HORIZONTAL 2 6.51 LBS SURFACE AMWHEkE IN AN'r STATE 10 MTC3979HRI4 . HANDRAIL,HORIZONTAL 2 5.44 LBS Know .what'sbelow. 11 MTC3979HR15 PLATE, HANDRAIL TOEBOARD 2 16.52 LBS Call before you dig. 0 0 0 0 0 0 0 12 MTC3979HR16 PLATE, HANDRAIL TOEBOARD 1 20.83 LBS 0 0 0 a 0. 0 0 9.0 [228.61 0 0 0 0 0 0 0 0 FOR STATE SPECIFIC DIRECT PHONE NUMBERS 13 MTC3979HR17 PLATE,HANDRAIL TOEBOARD 1 6.45 LBS VISIT WWWCALL811.CC)M 14 MTC3979HR18 PLATE, HANDRAIL TOEBOARD 1 5.37 LBS 15 MTC3979HRI9 ANGLE BRKT,HANDRAIL 12 0.32 LBS �uALL [RAW[I BY: CHECKED BY 16 TS1220 12-24 X 2"SELF DRILLING SCREW 16 0.03 LBS AS SHOWN W AS JKM 17 TS1275 TEK SCREW #12 X 3/4,WITH NEOPRENE WASHER 48 0.02 LBS 11 11/28/23 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 105/18/23 REVISED PER COMMENTS JCM JWS EQUIPMENT PLATFORM DETAIL (COMMSCOPE PART #EQ-P08 10,-B AD A)- 2 EQUIPMENT PLATFORM HANDRAIL DETAIL (COMMSCOPE PART #MTC3979HR AD A) 7 05/05/23 REVISED PER COMMENTS JRF JWS NOTE: 6 04/13123 REVISED PER COMMENTS JRF JWS 5 01/03/23 CLIENT COMMENTS JCM JWS FINAL DESIGN OF PIERS TO BE CONFIRMED 4 12/14/22 CLIENT COMMENTS WPIC JWS ITEM NO. PART NUMBER DESCRIPTION QTY FOR MONCE ELITE HAS PERFORMED A 3 06/01/22 CLIENT COMMENTS WPK JWSTC4045HF65 QTY FOR MTC4045HF55 GEOTECHNICAL BORING AND PROVIDEDDRAWN CHECKED 1 GB-05345 5/8"X 3-1/2"GALV BOLT KIT 8 8 A REPORT. REV DATE DESCRIPTION BY BY Z LU 2 GUB-4355 1/2" X 3-5/8"X 5" GALV U-BOLT 10 10 2: n_ 3 GWF-05 5/8"GALV FLAT WASHER, 1.70D 8 8 5 4 MT50460 SQ. SUPPORT RAIL, 1-5/8"X 60"LONG 5 5 0' LU NOTES: PROPOSED PREFABRICATED U_ 1.0 GENERAL 5 MTC4045-01 WELDMENT,6'PIPE 2 2 EA MTC4045-02 TEQUIPMENT PLATFORM 0 1.1 ALL METRIC DIMENSIONS ARE IN BRACKETS I T I . t OF NEV), 1.2 FOR PATENTS,SEE WWW.CS-PAT.COM 6 MTC4045-12 BASE PLATE,3"PIPE 2 2 PROPOSED (SEE DETAIL 1) m 0 K 2.0 DESIGN NOTES BASE PLATE 3.0 MANUFACTURINGISPECIAL REQUIREMENTS 7 PC-034 PIPE CAP 3-1/Z' 1 2 1 2 1 4.0 TEST 0 5.0 PACKAGING 8 PTCR01 END CAP 10 10 r 0 L 5 60 0"15241------- 7 L N PROPOSED NEW Y SIONAL 3.5[891 2 4 X_HSS4X4X3/8 COLUMN ENGINEE LICENSE NUMBER:095374-1 PROPOSED UTILITY H-FRAME IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS TIHE'f ARE ACTING UrdDEP THE DIRECTION PROPOSED 017 THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 14.0�356_! I 0"X I 0"X3/8" 1-1/2" L 1/4" TYP BASE PLATE TYP 0 SITE INF0RVATION - _T1 -GRADE LEVELSITE NO: ALBERTSON MARINE PROPOSED 4 /-GRADE LEVEL ) 8 1 � ' - PROPOSED 5/8" A615 COLUMN 61405 MAIN ROAD J - ----- - ---- --- -------- ANCHOR BOLT 60R 6' < EMBEDED 1'-6" IN PIER PROPOSED 11971 AVAILABLE (TYP.) I 0"X 10"X3/8° < SUFFOLK COUNTY BASEPLATE PROPOSED PLAIN CONCRETE PIER Is. `1 SITE TYPE- (4,000 PSI CONCRETE) < \--PROPOSED PLAIN CONCRETE PIER Ji�) (4,000 PSI CONCRETE) 150'-0" CONCEALMENT POLE 1 0 0 m 0 00 0 0 0 0 0 0 0 0 0 0 000 0 0 41\-PROPOSED 41 10"X 10"X3/8" PLATE COPYRIGHT 0 2023,AZIMUTH ENGINEERING P.C.,LLC ALL r7l RIGHTS RESERVED THIS DRAWING AND ALL THE NFORMATIOIJ CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE z 1-011 R-ECEIVED WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS 00, DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, > 1 3 ---------8.0 FL203, 6 _41 -17 DEC 01 2023 DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WWITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ENGINEERING P.C., LLC. 6-u-thold Town Lij Planning Board SHEET TITLE: z FIRE DISTRICT EQUIPMENT- 2 0 I fc,11EET NUMBER. CO 3 UTILITY H-FRAME DETAIL (COMMSCOPE PART #MTC4045HF) 4 EQUIPMENT PLATFORM CONCRETE PIER DETAIL 4 UTILITY H.-FRAME CONCRETE PIER DETAIL Z-17 NOTES TO USERS LEGEND LONG This map is for use in administering the National Flood Insurance Program. It ISLAIVD ZONEVE CT 0 IN ND 1 I cal SPECIAL FLOOD HAZARD AREAS SUBJE T U A-ION C\I does not necessarily identify all areas subject to flooding, particularly from o SOLIND ZONE X ZONE X ZONE X 72'22'30" BY THE 1%ANNUAL CHANCE FLOOD 0 drainage sources of small size. The community map repository should be ZONE X 1430000 FT consulted for possible updated or additional flood hazard information. JOINS PANEL 0157 41'05'37.5" 1425000 FT The 1%annuaf flood(100-year flood),also known as the base flood,is the flood that has a 1% 72"247Z5" chance of being ecivaled or exceeded in any given year. The Special Flood Hazard Area is the To obtain more detailed information in areas where Base Flood Elevations 41'05'37�6' area subject to flooding by the 1%annual chance flood. Areas of Special Flood Hazard include (BI--Es)and/or floodways have been determined,users are encouraged to consult Zones A� AE,AH, AQ, AR A99,, V, and VE The Base Flood Elevation is the water-surface ZONEVE the., Flood Profiles and Floodway Data and/or Summary of Stillwater Elevations (EL 16) elevation of the 1%annual chance flood, tables contained within the Flood Insurance Study(FIS) report that accompanies - AQthis FIRM, Users should be aware that BFEs shown on the FIRM represent CORPORATE LIMITS ARE �td 11�ZO A ZONEA No Base Flood Elevatione;determined. COINCIDENT WITH SHORELINE V -6 determined. AZIMUm"r,, H rounded whole-foot elevations. These 8FEs are intended for flood insurance RECEIVED ZONE AE Base flood 81 rating purposes only and should not be used as the sole source of flood ZONEAH Flood depths of I to 3 feet (usually areas of ponding); Base Flood ENGINEERING RC, elevation information, Accordingly, flood elevation data presented in the FIS ZONE X Elevationsdetermined. report should be utilized in conjunction with the FIRM for purposes of DEC 0 12023 1 1% construction and/or floodplain management. ZONEAD Flood depths of I to 3 feet(usually sheet How on sloping terrain);average depths determined. Ror areas of alluval fan flooding, velocitles also determined. Coastal Base Flood Elevations (EI shown on this map apply only Planning Board ZONEAR Special Flood Hazard Area bmerly protected from the 1%annual chance landward of 0.0' North American Vertical Data of 1988 (NAVD 88). Users of this flood by a flood control system that was subsequerittyclecertified. Zone AR FIRM should be aware that coastal flood elevations are also provided in the inclaites that the former flood contrd system is being restored to pvvide Summary of SWIwater Elevations and Transect Data tables in the Flood Insurance ZONEAE Protection from the 1%annual chame or greater flood, ELITE OWERS LP Study report for this jurisdiction- Elevations shown in the Summary of Stillwater (EL 8) Wiuelless Communications,infrastructwe ENpiI ZONE A99 Area to be protected from i% annual chance flood by a Federal flood Elevations and Transect Data tables should be used for construction and/or protection system under construction; M Base Flood Elevations floodiplain management purposes when they are higher then the elevations shown determined on this FIRM, 20ft-N F- ZONE V Coastal flood zone with velocity hazard (wave action), no Base flood Elevaticinsclebermirred. 4 Boundaries of the floodways were computed at cross sections and Interpolated bedween cross sections. The floodways were based on hydraulic considerations "S"A ZONEVE Coastal food zone with velocity hazard (wave action); se Flood with regard to requirements of the National Flood Insurance Program. Floodway 340000 FT Elevations deiermil red. J �;g;,Pt 01 widths and other partineril floodway data are provided in the Flood Insurance X, FLOODWAY AREAS IN ZONE AE Study report forthis jurisdiction. -the flooI is the channel of a stream 0 us any adjacent floodpi ain areas that must be kept free Certain areas not in Special Flood Hazard Areas may be protected by flood of enrroachrrent so that the 10/o annual chance flood can be carded without subst3ritoal increases infloodheights, control structures. Refer to Section Z4 "Flood Protection Measures" of the Flood Insurance Study report for information on flood control structures for this OTHEIR FLOOD AREAS jurisdiction. ZONIE x Areas of 0.2%annual chance flolod;areas of 1%annual chance flood with average depths of less than I foot or with drainage areas less than The projoction used in the preparation of this map was New York State Plane I square mile;and areas protected by levees from 10%annual diance Rood, FIPSZONE 3104. The horizontal datum was NAD 83, GRS80 spheroid, Differences in claturn, spheroid, projection or Stake Plane zones used in the OTHER AREAS or production of FIRMs for adjacent jurisdictions may result in slight positional ZONE X Areas determined to be outside the 0,21%annual chance floodiclan. differences in map features across jurisdiction boundaries, These differences do not affect the accuracy of this FIRM. ZONE D Areas in which flood hazairds are undetermined,but possiblI Flood elevations on this map are referenced to the North American Vertical Datum COASTAL BARRIER RESOURCES SYSTEM(CEIRS)AREAS of 1988. These flood elevations must be compared to structure and ground CTIHERWISE PROTECTED AREAS(01 elevations referenced to the same vertical datum. For information regarding conversion between the National Geodetic Vertical Datum of 1929 and the CBRS areas and OPAs are normal ly located withi n or adjacent to Special Flood Hazard Areas, North American Vertical Datum of 1988, visit the National Geodetic Survey website at hft2:/6ywyL.ngs.noaM.gov or contact the National Geodetic Survey at 1%annual chance floodplain bour,41ry verizoniv the following address: C: 0,204 annual chance floodplain boundary INGS Information Services Floodway boundary NOAA,NNGS12 Zone D boundary National Geodetic Survey S, SSMC-3,#9202 CERS and CPA boundary PROTECI YOURSELF 1315 East-West Highway Boundary dividing Special Flood Hazard Area Zones and ALL SIAIES REQUIRE FOI]RCATICM OF Silver Spring,Maryland 2091 C�3182 boundary dividing Special Flood Hazard Areas of different Base EXCAVAIOR , DESIGNERS, OR ANY PERSON (301)713-3242 Flood Elevations,flood depths or flood ve1I PREPARING TU DISTURB 1IE EARTIA'S 15. SURFACE ANYWHERE IN ANY SIATE Limit of Moderate Wave Action To obtain current elevation, description, andlor location information for bench ZONEVE Know whaes below. rillarks shown on this map, please contact the Information Services Branch (EL 8) -513- Base Flood Sievertion line and varue;ele�aitlon in feW Call before you dig. of the National Geodetic Survey at (301) 713-3242, or visit its vmbsite at (EL 987) Base Road ElIevation value where uniform within zone;elevation FOR STATE SPECIFIC DIRECT PHONE NIUVHERS h.tIp:1/www.Lgs.noaa.gov. in feet* VISILL 0,,WW.CAI-L8I'1.00M Base map information shown on this FIRM was provided in digital format by the Referencecl to the North American vertical Datum of 1988 This information was derived from digital orthophotography produced at a 1,0-foot WN BY 1rHECL1,FD 3�' PiXel resolution from photography dated 2004. Limited detal I 0-oss section line AS SHO--�TIIIAWAS JKM New York State Office of Cyber Security and Critical Infrastructure Coordination. cross section line SCALE� W C23)--------(23) TrdMed line Based on updated topographic information, this map reflects more detailed and I up-to-date stream channel configurations and floodplain delineations than 8710745",32'2230" Geographic coordinates referenced to the North American Datum I 1 11/28/23 REVISED PER COMMENTS JCM JWS those shown on the previous FIRM for this jurisdiction. As a result, the Rood of 1983(NAD 84Nesterin Hemisphere CIO 10 08/30/23 REVISED PER COMMENTS JCM JWS Profiles and Floodway Date tables for the Northeast Branch Nissequogue River in �'7e'N 1000-irreber Universal Transverse Mercatorgird values,zone 18 the Flood Insurance Study Report(which contains authoritative hydraulic data)may 9 06/15/23 REVISED PER COMMENTS JRF JWS reflect stream channel distances that differ from what is shown on this map. Also, 600000 FT S000-foot geld values:sitziWitarre State Plane coordinate the road to floodplain relationships for unrevised streams may differ from what is ui system,spzone(rIPSZONE flipswrie),spherename projection Z shown on previous maps. 8 05/18/23 REVISED PER COMMENTS JCM JWS W 0< co DX5510 X Bench madk(see explanation in Ni to Users section of this 7 05/05/23 REVISED PER COMMENTS JRF JWS C,Drporate limits shown on this map are based on the best data available at the Z FIRM pan ej) it time of publication. Because changes due to annexations or de-annexationer may 0 Cf) V� 3 0 M1.5 RAw Mile 6 04/13/23 REVISED PER COMMENTS JRF JWS have occurred afterthis mapwas published,map users should contact appropriate Z community officials to verify current corporate limit locations. 0 MAPREPOSITORY 5 01/03/23 CLIENTCOMMENTS JCM JWS Please refer to the separately printed Map Index for an overview map showing Relet-tolisting of Map Repositctieson Map Index the layout of map panels for this jurisdiction. EFFECITVE DATE Of COUNTYWIDE 4 12/14/22 CLIENT COMMENTS WPK JWS FLOOD IWILIRANCE RATE MAP The AE Zone category has been divided by a Limit of Moderate Wave Action E 1E May 4,1998 3 06/01/22 1 CLIENT COMMENTS WPK JWS (LiMWA). The UMWA represents the approximate landward limit of the 1.5-foot EFFECTIVE DATE($)OF REVISON(S)TOTHISPANEL breaking wave,The effects of wave hazards between the VE Zone and the LMWA September 25,2009-to change zone designations,to reflect revised shoreline,to change DRA CHECKED REV DATE DESCRIPTION special Flood Hazard Areas,to update the effects of wave action,to incorporate Primary BY (cr between the shoreline and the UMWA for areas where VIE Zones are not Frontal Dune analysis,to reflect the effects of coastal erosion,to change Base Flood identified)will be similar to,but less severe than those in the VE Zone. Elevations,to update map format,and to reftect updated topographic information 335000 F Contact the FEMA Map Service Center at 1-800-368-9616 for information on available products associated with this FIRM. Available products may include previously issued Letters of Map Change, a Flood Insurance Study report, and/or To determine if flood insurance is available in this community,contact your insurance digital versions of this map, The FEMA Map Service Center may also be reached agent or call the National f9ood Tnsurance Program at 1-800-638-6620� by Fax at 1-800-358-9620 and its website at http://msc.fema.gov. OF iII If you have quastions about this map or questions concerning the National Flood Insurance Program in general,please call 1-877-FEMA MAP (1-877-336-2627) or MAP SCALE 1 500' K C.11. vi sit t he FEMA websil te at-ftt�:i/www Jern ia.ga/tg!new rif a LOCATION OF PROPOSED WOR 250 a Sao 1000 F-�- FEET MMRS ISO 0 ISO 300 COASTAL BARRIER RESOURCES SYSTEM (CBRS) LEGEND 9 4"5e'N 10-01-1983 CBRS Area ZONE X PANEL 0169H JE KEON FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR P A I NEW YORK Ll NSED PROFESSIONAL SUBSTANTIALLY I MPROVED ON OR AFTER OCTOBER 1,1983, IN DESIGNATED 171- FIRM ENGINEER- I-I ENSE NUMBER:095374-1 CERS AREAS. 4 W1, 11-16-1990 CBRS Area FLOOD INSURANCE RATE MAP I T IS A VIO:-ATION OF LAW FOR AN'f PF.-RS01L7 FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR UNLESS FHEF` AFIL ACF1F,,G UNDER IHE DIFF�:-CTION Le for SUFFOLK COUNTY, NEWYORK SUBSTANTIALLY I MPROWD ON OR AFTER NOVEMBER 16,1990, IN OF THE RESFIONSIBLE LICENSED PROFESSIONAL DESIGNATED CBRS AREAS. (ALL JURISDICTIONS) ENGINEER, -TO ALIER JHIS DOCUMENT 11-16-1991 Otherwise Protected Area(OPA) 0 CONIA_IN I 0 F -1 O�\\! FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR E � N SUBSTANTIALLY I IMPROVED ON OR AFTER NOVEMBER 16,1991 IN COMMUNITY NUMBER DESIGNATED OPAs WITHIN THE CBRS. SITE NO: ALBERTSON MARINE ell SHELTER ISLAND, 360809 11-1 S.1993 CBRS A rea TOWN OF FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR SOUTHOLD,TOWN OF 360813 SU13STANTIALLY I MPROVED ON OR AFTER NOVEMBER 15,1993 IN 61405 MAIN ROAD DESIGNATED CEIRS ARM, 11-16-1993 Otherwise Protected Area tOPA) MD SOUTHOLD, NY 11971 -NOTE- THIS MAP 1NCt,,N`)F6 80,M)ARIFS OF THF CCAVAIL RAFMrfi FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR RESOURCES SYSTEM FSTAWSHED UNDER THE COASTAL SUFFOLK COUNTY BARRIER RESOURCES ACT OF 1982 AWWOR SUOSEQUIENT SUBSTANTIALLY IMPROVEDON ORAFTER NOVEMBER 15.1993 IN CNASILINIS LEG[SLA71ON DESIGNATED OPAsWITHIN THE CBRS. 02-24-1997 CBRS Area PANEL 159 OF 1026 SITE TYPE: MAP SUFFIX: H rLooD INSURANCE NOTAVAILABLE FOR STRUCTURES NEWLY BUILT OR (SEE MAP INDEX FOR FIRM PANEL LAYOUT) SUBSTANTIALLY I MPROVIED ON OR AFTER FEBRUARY 24,1997 IN 150'-0" CONCEALMENT POLE DESIGNATED CBRS ARBAS. Notice to User: The Map Number shown below should be used when placing map orders� the Community Number Boundaries of the John H.Chafee Coastal Barrier Resources System shom above should be used on insurance applications for the (CBRS)shown onthis FIRM were transferred from the officialCBRS Subject community. source map(s�for this area and are depicted on this FIRM for COPYRIGHT Q 2023,AZIMUTH ENGINEERING P.C.,LLC ALL Informational purposes only. The official CBRS maps are enacted by MAP NUMBER RIGHTS RESERVED 0) THIS [)RAWIhG AND ALL IIIE NFORMALON COINTAINED HEREIN IS Congress via the Coastal Barrier Resources Act,as amended,and �y AUTHORIZED FOR USE ONLY BY ',iTE PARTY FOR ��,�'IOM THE maintained by the U.S.Fish and Wildlife Service(FWS). The official 41*03'45" 36103CO159H WORK WAS CONIRACTED OR FO WHOM 11 IS CEF CBRS maps used to determine whether or not an area is located w1ithin RTiRED. THIS -USED, DISCLOSED, 7212V3W DRAWING II NO] 3E COPIED, RE the CORS are available W download athttp:11www.f`wsI Foran 41'(lI I 9",E JOINS PANEL 0167 0 DISTRIBU'LED OR RFLIED UPON FOR ANY OTHER PURPOSE 7 TH� EXPRESS WRITIEN CO�,ISFNI OF AZIMUTH > official determination of whether or not an area is located within the I 8"E MAP REVISED W!,TH 0".1 T CBRS,or for any questions regarding the CBRS,please contact the FWS 72'24'22.5" ENDNEERIW` P.C., LLC� field office for this area at(631)776-1401. SEPTEMBER 25, 2009 CD Federal FrineWincy ManagementAgency SHEET FII-E: 2007 FLOOD INSURANCE RATE MAP NUMBEP: SHEE I 4 0 4 8 LLJ GPAPHIC SCALE 2 SCALE: 1/4" = V-0"FOR 22"04"DRAVVINGS Z-18 1 2007 FLOOD INSURANCE RATE MAP (IN FEET) SCALE- <I — 1/8"= V-0"FOR I I"xl 7"DRAVVINGS