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HomeMy WebLinkAboutRevised Site Plans Rec'd 1/8/24 SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: BUDD'S POND ARENA APPLICANT: DISH Wireless LLC L.L.C. RE CEIADDRESS: 61405 MAIN ROAD, ROUTE 25 5701 SOUTH SANTA FE DRIVE '' JAN 0 S 2024SOUTHOLD, NY 11971 L.IITLETON, CO 80120 - ' TOWER OWNER: ELITE TOWERS L.P. °I Southold Town TOWER TYPE: CONCEALMENT POLE 1 S. DURKEE LANE Planning BoardMIMGM E. PATCHocUE, NY 11772 T. LLC TOWER CO SITE ID: ALBERTSON MARINE TANYA NEGRON 1 (516) 410-8730 5701 SOUTH SANTA FE DRIVE I LITTL .' ETO CO 80120 SCOPE OF WORK TOWER APP NUMBER: NA TANYA.NEGRON®ELITE—TOWERS.COM N' THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER COUNTY: SUFFOLK SITE DESIGNER: AZIMUTH ENGINEERING P.C. APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. eW ILI �" THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: 90 E. HALSEY ROAD, SUITE 104 77 LATITUDE (NAD 83): 41.076046' TOWER SCOPE OF WORK: PARSIPPANY, NJ 07054 TML ° • 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: 'k ` 1 M TH • INSTALL (6) PROPOSED RRUs (2 PER SECTOR) ZONING DISTRICT: M—II — MARINE II CONSTRUCTION MANAGER: MLADEN ZAIMOV H • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) ENGINEERING P.C.Y N Y 0 3'9 A • INSTALL (6) PROPOSED DIPLEXERS (201)496-9271 SECTION/BLOCK/LOT: INSTALL (1) PROPOSED METAL PLATFORM 56.00 / 3 / 15 90 E. HALSEY ROAD, SUITE 104 INSTALL (1) PROPOSED WORK LIGHT RF ENGINEER: DIAD MEMON PARSIPPANY, NJ 07054 • INSTALL (1) PROPOSED ICE BRIDGE OFFICE: (303)706-4019 DISH Wireless LLC L.L.C. SITE ADDRESS: . INSTALL (1) PROPOSED PPC CABINET • INSTALL (1) PROPOSED EQUIPMENT CABINET POWER COMPANY: PSE&G / LIPA MOBILE: (551)204-4483 • INSTALL (1) PROPOSED POWER CONDUIT 9 • INSTALL (1) PROPOSED TELCO CONDUIT TELEPHONE COMPANY: VERIZON 0"�0 5 M A I N R OA'F' D R 0 U INSTALL (1) PROPOSED TELCO—FIBER BOX • INSTALL (1) PROPOSED GPS UNIT • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) FEMA MAP BASE FLOOD 6' AMSL • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED) fMCI wrE"H0LLD , NY 1 ELEVATION: • INSTALL (1) PROPOSED METER SOCKET �EYr`y� • INSTALL 1 PROPOSED H—FRAME FAAIA GROUND 5' AMSL `� ��.�'� K� APPLICABLE BUILDING CODES AND STANDARDS ELEVATION: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT SITE PHOTO EQUIPMENT ELEVATION: 3' AeovE GROUND ; EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN s�,� 74 THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF X THE FOLLOWING CODES. DIRECTIONSIREM 1 EO 1. 2020 BUILDING CODE OF NEW YORK STATE NEW YO ICENSED PROFESSIONAL 2. 2020 EXISTING BUILDING CODE OF NYS DIRECTIONS 3 ADP BLVD, ROSELAND, NJ 07068: ENGINE - LICENSE NUMBER:095374-1 Depart and head toward Adp Blvd/Turn left onto Adp Blvd/Turn right onto Choctaw Way/Turn right onto 3. 2020 FIRE CODE OF NYS Livingston Ave / County Hwy-527/Take the romp on the right and follow signs for 1-280 East/Take the IT IS A VIOLATION OF LAW FOR ANY PERSON, ramp on the left for 1-95 N / New Jersey Tpke N/Take the romp on the right for US-46 and head toward UNLESS THEY ARE ACTING UNDER THE DIRECTION 4. 2020 PLUMBING CODE OF NYS Palisades Park / The Ridgefields/Keep straight to get onto ramp/Keep left to get onto ramp/Keep straight OF A LICENSED PROFESSIONAL ENGINEER, 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. 5. 2020 MECHANICAL CODE OF NYS Highway 46/Take the romp on the left for 1-95 North / US-1 North / US-9 North and head toward G 6. 2020 FUEL GAS CODE OF NYS Washington Bridge/Entering New York/At Exit 6B, 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. 2020 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 / Dong 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. BUILDING 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/Turn right onto Hortons Ln, then immediately tum 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 ` s 05-10-22 cuErr COMMENTS `# ^ ` 6 06-01-22 CLIENT COMMENTS A-1 A OVERALL SITE PLAN �, "" - 7 01/03/23 CUENT COMMENTS A-1113 BULK REQUIREMENTSF } 10�'' .' 8 05/17/23 CLIENT COMMENTS A-1C COMPOUND PLAN 9 05/18/23 CLIENT COMMENTS A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE 10 08/31/23 CLIENT COMMENTS A-3 EQUIPMENT PLATFORM AND H—FRAME DETAILS A, 5,rxi�ee One .�-w, ... ��„.;` 11 11/29/23 CLIENT COMMENTS A-4 EQUIPMENT DETAILS — 1 : . SITE LOCATION 12 01/04/23 WENT COMMENTS UNDERGROUND SERVICE ALERT - NEW YORK 811 A-5 EQUIPMENT DETAILS - 2 UTILITY NOTIFICATION CENTER OF NEW YORKP .tOfEgypt k1kine .. � A&E PROJECT NUMBER A-6 EQUIPMENT DETAILS - 3 (800) 272-4480Yaayr,aint FkestaurantI" '`x y NYNYCO2239A A-7 EQUIPMENT DETAIL — 4 WWW.NEWYORK-811.COM ' :nSuiteS 4 DISH WIRELESS PROJECT INFORMATION CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION t ` ' E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES Alberttd Marine,Inc CE) t N Y N Y C 0 2 2 3 9 A E-2 ELECTRICAL DETAILS AND RISER DIAGRAM A 6140 S 5 MAIN ROAD ROUTE 25 ` F E-3 ELECTRICAL ONE—LINE, FAULT CALCS do PANEL SCHEDULE GENERAL NOTES � � �� �� �,x.� ��_'�� SOUTHOLD, NY11971 .� Wit`` G-1 GROUNDING PLANS AND NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED G-2 GROUNDING DETAILS FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON zs G-3 GROUNDING DETAILS DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL : a SHEET TITLE SIGNAGE IS PROPOSED. TITLE SHEET RF-1 RF CABLE COLOR CODE 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 ...w T=1 GN-4 GENERAL NOTES PROCEEDING WITH THE WORK. NO SCALE DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 rpm RECEIVED JAN 0 S 2024 ' •aFRESHWATER WETLAND ' Sou�_thold Town BOUNDARIES DELINEATED BY VHB , Planning Board ENGINEERING, SURVEYING, `+ LANDSCAPE ARCHITECTURE AND , W I GEOLOGY, P.C., ON MARCH 22, 2023. 'v'mj 31" TM LLC lA45701 SOUTH SANTA FE DRIVE 80 &O-PE & WE] v LITTLETON, CO 80120 DS �N '-0" x 35'-0» EQUIPMENT COMPOUND (SEE SHEET - _ 4- _ _ Z-08) _A - - `�'� .` - �; 03.0 2.7 RAC S - - - - - i_ 2.3 a Bo / N559 '- - -3= _ _- - ' - _ 9� - a-_o W= _ - _--�� TF6.14 ,, 4 7 Ems`- _ _ __� E �� - _` '�. -�. o U _�-- _ � - 1.6- 154 - - - _ - � 0 f _ OT--• G`. F S �_ - __ __- - � - -� 2 - - _ 6.1 TO NEAREST BUILDING ON ADJACENT PROPERTY E �- - _ _ _ _ __ _ v O - S .-M _ _ 2 _ �-�_ _ ftzm •� - L _ _ _ - - 0- - - -- �8'.S1 I M TH 4.6 80'-0- 44 p� :_`== p__ __ __- -�._� 3 ENGINEERING P.C. '- TO t _ 5 GANG 19 9. 0 - FENCE CpMppUND RSP Rq ��! 9 _� - #---I� ; " 90 E. HALSEY ROAD, SUITE 104 > 0"f --'� 4, PARSIPPANY, NJ 07054 EWA own 4.7 TO CONC38 MENT POLE 4.4 ;" CN N O 3.5 APPROXIMATE PARKING AREA TO BEz CONFIRMED WITH LANDLORD UPON ► ,� 4' 9 s, A:' \ \ , I0) MON. TOWN APPROVAL OF THE FACILITY _ 61.9 °D f0F NES DESIGN. AREA TO BE KEPT OPEN AT ALL �' ® _ 4'5 4.5 I ✓y TIMES FOR EMERGENCY PURPOSES 4' 0 o v ftft FF4.58 i F- J z 4.6 TON •� =) I c, mL12 LIMITS OF NYSDEC FRESHWATER W2 _ WETLAND 100 FOOT ADJACENT _ o I noN (R AREA AND TOWN OF SOUTHOLD E cKEON Q-- now CC) 47'_0 &gwmm am � O,q� O low saw � WETLAND JURISDICTIONAL AREA NEW YO ICENSED PROFESSIONAL 0 4.7 TO FEE COMPOUND NC ) ENGINEE - LICENSE NUMBER: 095374-1 /86' _p f o ATO CONCEAL,MENT POLE Urn ` IT IS A VIOLATION OF LAW FOR ANY PERSON, GRAVEL t U ` UNLESS THEY ARE ACTING UNDER THE DIRECTION a. OF A LICENSED PROFESSIONAL ENGINEER, N 0 HIGH 1 STORY m CN TO ALTER THIS DOCUMENT. z TF4.56 + -14 METAL BUILDING/ a _ o z ® 0 61405 / Z ' DRAWN BY: CHECKED BY: APPROVED BY: � � o � a ozL `! ' 4.4 ^ / 2 4.3 _, Q 1 JRF JWS JKM 4.3 0 of v 4.1 � � 1 Q v `r' 1 RFDS REV #: 3 LIMITS OF NYSDEC FRESHWATER o0- tn z 1 WETLAND 100 FOOT ADJACENT / o AREA AND TOWN OF SOUTHOLD / o CL CONSTRUCTION WETLAND JURISDICTIONAL AREA 4'0 �� DOCUMENTS I SUBMITTALS 4.4 W REV DATE DESCRIPTION now mm 4.25 - "' ''� .. FF4. 3 GF4.64 N W 5 05-10-22 CLIENT COMMENTS Now Iwo r r � "'� aft r r �. 4.44 PLNT. ^ o Lo 6 08-01-22 CLIENT COMMENTS •`t N . PLNT. 4.72............................................. . . ,d�- N . . ...4. o 7 01/03/23 CLIENT COMMENTS 4 _ ��` 40.7' , Cv ►� - - _ - �� 4.21 '�` - // ►� S 05/17/23 CLIENT COMMENTS 9 05/18/23 CLIENT COMMENTS CONC. �� �PH. 10 08/31/23 CLIENT COMMENTS 10 3.78 TF3. - - _ ' / 0*100 11 11/29/23 CLIENT COMMENTS t2 01/04/23 CLIENT COMMENTS &E PROJECT NUMBER R � E.A. 3.65 3. TF3.50 3.51 NYNYCO2239A APPROXIMATE SITE ACCESS _ S47°2627"W 200,00' ' W2 ROUTE TO BE CONFIRMED DISH WIRELESS PROJECT INFORMATION WITH LANDLORD UPON 4.33 4.26 43 _ - - _ 3.96 3.98L _ _ _ _� NYNY 0 FRESHWATER WETLANDC 2239A BOUNDARIES DELINEATED BY VHB TOWN APPROVAL OF THE 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 ROAD ( N .Y. S . RTE . 2 5) 1 1 � ♦ SHEET TITLE 1 ♦ OVERALL SITE PLAN ' SHEET NUMBER ` AL 60' 30' 0 60' 120' -1 OVERALL SITE PLAN 1"=60' DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 _ REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XVII WIRELESS COMMUNICATIONS FACILITY Q T� /C CODE SECTION DESCRIPTION COMMENTS ECE`� 1 1� L. COMPLIES WITH SECTION(1)(E)AS SITE IS ZONED M-IL JAN 0 8 2024 280-70 D.(1) LOCATION OF WIRELESS FACILITIES FURTHER REVIEW OF PRIORITY RANKING PROVIDED AS PART OF APPLICATION SUBMISSION. SOU OId Town 280-70 E. GUYED OR LATTICE ANTENNA SUPPORT STRUCTURES ARE PROHIBITED COMPLIES Planning Board ANTENNA SUPPORT STRUCTURES SHALL NOT BE LOCATED IN THE FOLLOWING AREAS WITHOUT A PERMIT 280-70 F. FROM ALL JURISDICTIONAL AGENCIES: CL 280-70 F. 1 WETLANDS,TIDAL AND FRESHWATER, COMPLIES 280-70 F.(2) LAND ABOVE HIGH GROUNDWATER(WITHIN 10 FEET OF THE SURFACE). COMPLIES ���J b"' '' L L C 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 IT 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 BY A REPORT SUBMITTED BY A 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 BYAN 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. • 280-70 I. ANTENNA SUPPORT STRUCTURES IN THE LI,LIO,MI,MII,B,AND HB ZONING DISTRICTS ARE SUBJECT TO THE FOLLOWING RESTRICTIONS: 280-701.(l) MINIMUM LOT SIZE:IN ACCORDANCE WITH THE BULK SCHEDULE FOR EACH ZONE. EXISTING NON-COMPLIANT:M-11 MINIMUM LOT SIZE:80,000 SF EXISTING LOT IS 41,346 SF PROPOSED MONOPOLE HEIGHT:150'-0" 280-70 1.(2) MAXIMUM HEIGHT:80 FEET. VARIANCE OR WAIVER REQUIRED 280-701.(3) MINIMUM DISTANCE OF ALL WIRELESS EQUIPMENT TO ADJACENT RESIDENTIAL PROPERTY LINES OR STREETS 8'-0"TO ADJACENT PROPERTY LINEI M TH SHALL BE NO LESS THAN 500 FEET. 00. ENGINEERING P.C. 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: 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 F NE��/y BULK REQUIREMENTS ®� ®� (MARINE I I) ARCHITECTURAL STYLE.ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED IN NO SHELTERS ARE CURRENTLY ��O � 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 G> ��'S K VEHICLES.NOTWITHSTANDING THE FOREGOING,BASE EQUIPMENT RELATED TO INTERIOR-MOUNTED CONSIDERATION UPON FUTURE PROPOSALS WIRELESS FACILITIES SHALL BE LOCATED IN AN AREATHAT 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.ASCREEN OF EVERGREEN TREES SHALL BE PLANTED OUTSIDE THE FENCE 4 I ZJ OF THE BASE EQUIPMENT AREA OR SHELTER TO PROVIDE AVISUAL SCREEN OR BUFFER FOR ADJOINING 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 i � EON 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 EW YO ICENSED 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 ENGINES "- LICENSE NUMBER: 095374-1 INSTALLATION. MINIMUM YARDS 35 FEET ±29.4 FEET 174'± (TOWER) COMPLIES FRONT SITE LIGHTING.THE LIGHTING PERMITTED SHALL BE THE MINIMUM REQUIRED TO PROTECT THE PUBLIC ALL LIGHTS TO BE REFLECTED WELFARE.FACILITIES SITED ON EXISTING DEVELOPED SITES SHALL BE INCORPORATED INTO THE LIGHTING DOWNWARDS.ALL LIGHT EF BE BLOCKED R IS A VIOLATION OF LAW FOR ANY PERSON MINIMUM YARDS 280-70 N.(5) PLANS OF THOSE SITES.OUTSIDE LIGHTING SHALL USE FULLY SHIELDED FIXTURES SO THAT THE LIGHT BY PROPOSED EVERGREEN SCREEN SIDE 25 FEET 40.7 FEET 86'± (TOWER) COMPLIES SOURCE IS NOT\ASIBLE 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 XXNAND 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: SIDE 25 FEET 40.7 FEET 47'± COMPOUND 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 (COMPOUND) COMPLIES 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 REDS REV #: 3 LANDSCAPE AREA 20% MAX 0% 0% NON—COMPLIANT ** PROVIDERS,WHEREVER POSSIBLE. SCENIC LANDSCAPES AND VISTAS.ALL ANTENNA SUPPORT STRUCTURES WHICH ARE NOT CONCEALED INSIDE MAXIMUM LOT COVERAGE 30% 26.2 2% (NEW) COMPLIES OF BUILDINGS OR SCREENED BY EXISTING TREES OR BUILDINGS MUST BE SURROUNDED BYAPLANTED SITE NOT LOCATED IN SCENIC VISTA CONSTRUCTION 28.2 TOTAL BUFFER OF DENSE TREE GROWTH.AN ANTENNA SUPPORT STRUCTURE THAT IS LOCATED WITHIN A SCENIC 280-72 A (6) 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" NON—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 BLUE/GRAY 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 A WIRELESS 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 5 05-10-22 CLIENT COMMSM ** — VARIANCE REQUIRED SUPPORTING STRUCTURE SO AS TO MAKE THE ANTENNAANDRELATED EQUIPMENT ASVISUALLYUNOBTRUSIVE AS POSSIBLE. 6 06-01-22 CUENT COMMEMS 7 01/03/23 CUEM CMMDM ANTENNASUPPORT STRUCTURES M 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 $ 05/17/23 CLIENT COIYdM MSS 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 9 05/18/23 CLIENT CO("iIMDM 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 10 O1B/31/23 CLIENT CWMEM 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 11 11/29/23 MJEHT MMMEMS 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 12 01/04/23 OJENT COJIII�JJ]M 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 Y C 0 2 23 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 MAYVARY 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.AWRITTEN GUARANTEE FROM THE WIRELESS FACILITY'S OWNER SHALL BE REQUIRED TO ENSURE THAT THE PLANTINGS SURVIVE AND ARE MAINTAINED THROUGHOUT THE EXISTENCE OF THE N Y N Y C 0 2 2 3 9 A INSTALLATION 280-74 C. 4 61405 MAIN ROAD, ROUTE 25 ADJACENT LAND USES,STRUCTURES AND ZONING WITHIN 500 FEET. 353'-0"TO NEAREST RESIDENTIAL PROPERTY SOUTH 0 LD NY 119 71 280-74 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, N/A 280-74 C.(6) ORIENTATION,EFFECTIVE RADIATED POWER,NUMBER OF CHANNELS AND OPERATING FREQUENCIES OF EACH (SEE ALBERTSON 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 1811± NIA 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) ok _ 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 A 2) 1 B PROTECTION DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 NOTES RECEIVED 1. CONTRACTOR SHAD_ FIELD VERIFY ALL DIMENSIONS. JAN 0 8 2024 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, Southol Town TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. Planning Board 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 1 A-2 t J TM LLC 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 0 PROPOSED FIRE DEPARTMENT z ---- EQUIPMENT CABINET ELEVATED n Cb EQUIPMENT PLATFORM (BY ^� OTHERS) on 0 SEE EQUIPMENT v µ PROPOSED MESA -- ._ LAYOUT (SHEET A-3) c CABINET (BY OTHERS) v ^ ' IM TH ._ PROPOSED UTILITY H-FRAME PROPOSED 150'-0" CONCEALMENT (BY OTHERS) ENGINEERING P.C. TOWER (BY OTHERS) PROPOSED TRANSFORMER 90 E. HALSEY ROAD, SUITE 104 (BY OTHERS) PARSIPPANY, NJ 07054 PROPOSED FIRE DEPARTMENT , ICE BRIDGE (BY OTHERS) 0 i� x x x x x x x x x x x x x x x x x x =--=--= = x x x F x --- - -- x Nt I 1 I ` tao �—x X-1 L -------------- x PROPOSED 10'X12' DISH NEW Y K LIC D PROFESSIONAL \ 1 x Wireless LLC LLC LEASE ENGI ER-LICENSE NUMBER:095374-1 1 AREA -x -..,k, a> >: <'' :y :tip,. :.$..,. PROPOSED DISH Wireless LLC IT IS A VIOLATION OF LAW FOR ANY PERSON, 1 PROPOSED VERIZON ` I r WIDE ICE BRIDGE UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 WIRELESS ICE BRIDGE I (37'-0- ICE BRIDGE LENGTH) OF A LICENSED PROFESSIONAL ENGINEER, % 1 x TO ALTER THIS DOCUMENT. ' (BY OTHERS) (1) PROPOSED DISH Wireless �.----- ------ LLC HYBRID CABLE ROUTED DRAWN BY: CHECKED BY: APPROVED BY: —x x ALONG ICE BRIDGE JRF JWS JKM x x REDS REV #: 3 PROPOSED ACCESS GATE (BY OTHERS) x 71 Ill 1111111 X CONSTRUCTION 11IR11111111INN1111 11111d . x DOCUMENTS o 0 x x PROPOSED VERIZON SUBMITTALS x x x x x x x x x x x x x x x x x x x x x x x x x—j WIRELESS EQUIPMENT REV DATE DESCRIPTION PROPOSED FUTURE PROPOSED 12'-0" OTHERS) 5 05-10-22 CUar COMMENDS PLATFORM (� CARRIER AREA (YYP) (BY OTHERS) SEE ANTENNA LAYOUT TALL CHAIN LINK (SHEET A-2) FENCE (TYP) (BY s oe-01-22 CLIENT COMMENTS OTHERS) 7 01/03/23 WENT COMMENTS g 05/17/23 CUENT COMMENTS o� Z z 9 05/1$/23 CLIENT COMMENTS a 9 10 081/31/23 CUENT COMMENTS OD 11 11/29/23 CUEN ' COMMENTS 0 moo I W Z 12 01/04/23 CLIENT COMMENTS A&E PROJECT NUMBER ono NYNYCO2239A W 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. 6' 4' 2' 0 5' 10' A-1 c COMPOUND PLAN 3 16"=1'-0" DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. RECEIVED (— 2024 JAN 0 � } 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO Southold Town ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS PROPOSED FIRE DEPARTMENT WHIP ANTENNA (BY OTHERS) Planning Board TOP EL. @ 164'-10" AGL IT ; (6) PROPOSED DISH Wireless LLC �.� tu, y MTM LLC PROPOSED FIRE DEPARTMENT DIPLEXERS MOUNTED BELOW PROPOSED ANTENNAS AND EQUIPMENT ANTENNAS INSIDE EXISTING 5701 SOUTH SANTA FE DRIVE (BY OTHERS) 4' CONCEALMENT POLE LITTLETON, CO 80120 PROPOSED VERIZON WIRELESS ANTENNAS (BY OTHERS) '�`sF PROPOSED DISH Wireless LLC ANTENNA RAD CENTER @ 146'-1" AGL /�(/%LIQ (TYP 1 PER SECTOR. TOTAL 3) PROPOSED VERIZON WIRELESS __��Y' -- PANEL ANTENNAS (TYP) (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 3 PROPOSED DISH Wireless LLC L.L.C. ANTENNAS j RAD CENTER ® 132'-0" AGL Al A' IM TH o ® ENGINEERING P.C. FUTURE CARRIER ANTENNAS RAD CENTER @ 120'-0" AGL g ( I 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 SEE ANTENNA LAYOUT (SHEET A-2/DETAIL 2) G FUTURE CARRIER ANTENNAS PROPOSED 6"0 MAIN PIPE PROPOSED DISH Wireless LLC MOUNT RAD CENTER @ 108'-0" AGL MAST (FIELD VERIFY MAST N SIZE PRIOR TO (TYP 1 PER SECTOR, TOTAL 3) CONSTRUCTION) (BY Bi PROPOSED CANISTER OTHERS) SECTION (TYP) (BY OTHERS) J FUTURE CARRIER ANTENNAS ()F IVCpl RAD CENTER @ 96'-0" AGL m �'`�'��Y K y� PROPOSED 150'-0" CONCEALMENT POLE (BY OTHERS) FUTURE CARRIER ANTENNAS r RAD CENTER @ 84'-0" AGL 1 44i J E4il ��* ONQ -- NEW YOR GENSECU OFESSIONAL ENGINEER-LICEE NUMBER:095374-1 I IT IS A VIOLATION OF LAW FOR ANY PERSON, I) UNLESS THEY ARE ACTING UNDER THE DIRECTION II OF A LICENSED PROFESSIONAL ENGINEER, II TO ALTER THIS DOCUMENT. II (1) PROPOSED DISH Wireless LLC I) 12" 6" 0 1' 2' 3' 4' 5' DRAWN BY: CHECKED BY: APPROVED BY: RET CABLE ROUTED UP WITHIN II ANTENNA LAYOUT 2 JRF JWS JKM EXISTING CONCEALMENT POLE II 1/2"=1 -010 II RFDS REV #: 3 (12) PROPOSED DISH Wireless LLC II ANTENNA TRANSMISSION CABLE MOUNTING BRACKET COAX CABLES ROUTED UP WITHIN SECTOR POSITION EXISTING OR MANUFACTURER — MODEL TECHNOLOGY SIZE (HxW) AZIMUTH RAD FEED UNE TYPE MANUFACTURER — EXISTING CONCEALMENT POLE �) PROPOSED NUMBER CENTER AND LENGTH MODEL NUMBER CONSTRUCTION II DOCUMENTS II (4) 7/8" COAX ALPHA Al PROPOSED COMMSCOPE - F V-65B-R3 5G 1.9" X 11.81 70' 132'-0" (1) RET CABLE (1) CCI PRODUCTS - SUBMITTALS jl HPA-33R-BUU-H4 REV II (160' LONG) DATE DESCRIPTION II (1) PROPOSED DISH Wireless 5 05-10-22 CUENT COMMENTS II LLC HYBRID CABLE ROUTED I) ALONG ICE BRIDGE (4) 7/8" COAX 5 05-01-22 cuter COMMENTS II PROPOSED DISH Wireless LLC BETA BWX 1 PROPOSED COMMSCOPE - FW-65B-R3 5G 1.9" 11.81 190' 132'-0" RET CABLE (SHARED (1) CCI PRODUCTS - 7 01/03/23 CUENT' COMMENTS II 12" WIDE ICE BRIDGE WITH SHA) HPA-33R-BUU-H4 8 05/17/23 CLIENT COMMENTS I I (160 LONG) II (37'-0" ICE BRIDGE LENGTH) 9 05/18/23 CUENr COMMENTS PROPOSED VERIZON II WIRELESS ICE BRIDGE (TYP) II PROPOSED FIRE DEPARTMENT (4) 7/8" COAX to 08/31/23 cuENr COMMENTS EQUIPMENT CABINET ON RAISED 11 11/29/23 CUENf COMMENTS (BY OTHERS) I) EQUIPMENT PAD (BY OTHERS) GAMMA C1 PROPOSED COMMSCOPE - F V-65B-R3 5G 1.9" X 11.81 310' 132'-0" RET CABLE (SHARED (1) CCI PRODUCTS - PROPOSED VERIZON II WITH ALPHA) HPA-33R-BUU-H4 12 1 01/04/23 CUENT COMMENTS WIRELESS EQUIPMENT II PROPOSED UTILITY H-FRAME (160' LONG) A&E PROJECT NUMBER PLATFORM (BY OTHERS) II (BY OTHERS) ' PROPOSED 12 -0" TNYNYCO2239A ALL TOP OF DISH EQUIPMENT CHAIN LINK FENCE (TYP) 0 9'-8" AGL DISH WIRELESS PROJECT INFORMATION (BY OTHERS) BOTTOM OF DISH EQUIPMENT PLATFORM SECTOR POSITION RRH CIES N Y N Y C 0 2 2 3 9 A 03-0 AGLKF MANUFACTURER - MODEL TECHNOLOGY NUMBER 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF 61405 MAIN ROAD, ROUTE 2 5 --- Al SAMSUNG - RF4451 D-70A 5G DETAILS. SOUTHOLD, NY 11971 ALPHA AWS3/AWS4 4T4R 320W 2. ANY EQUIPMENT CHANGES SHALL BE SHOWN ON REVISED Al SAMSUNG - RF4450T-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 Bl 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 LOCATIONQTY LAYOUT AND SCHEDULE SAMSUNG - RF4451 D-70A EXISTING OR MANUFACTURER - MODEL BE SEALED TO PREVENT WILDLIFE ACCESS. C1 AWS3/AWS4 4T4R 320W 5G PROPOSED NUMBER SIZE (HxWxD) WEIGHT GAMMA SAMSUNG - RF4450T-71A SHEET NUMBER C1 TB 4T4R 280W RU 5G PLATFORM 1 PROPOSED RAYCAP RDIDC-9181-PF-48 18.98"x14.39"x8.15" 21.82Lbs 20' 10' 0 20' 40' A-2 PROPOSED NORTH ELEVATION ANTENNA SCHEDULE NO SCALE 3 1"=20' DISH Wireless I.L.C. TEMPLATE VERSION 34 - 06/11/2021 NOTES RECEIVED 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2' JAN S 2024 P OF FILL PER EXISTING SITE SURFACE PROPOSED CHAINLINK FENCE (BY OTHERS) 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH 5 uo thold Town Planning Board Wireless LLC 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 z x x x x x x x x x x x x- PROPOSED DISH WIRELESS 3. EQUIPMENT CABINET OMITTED FOR CLARITY W ,. LLC DIPLEXER ON PROPOSED H—FRAME (TYP. OF 4 PER SECTOR, 12 TOTAL) (STACKED) 5701 SOUTH SANTA FE DRIVE PROPOSED DISH LITTLETON, CO 80120 PROPOSED DISH WIRELESS RRH WIRELESS WORK LIGHT 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 ®o® ®o® ®o® Oo0 I ®00 O O O O O O ' > 1< PTA �7 TH °. I ° ENC3INEERING P.C. I I v 90 E. HALSEY ROAD, SUITE 104 °. PARSIPPANY, NJ 07054 PROPOSED DISH WIRELESS H—FRAME (TYP.) (SEE DETAIL 4, SHEET A-7) A-7) > t PROPOSED DISH WIRELESS �.� d KNE/�iy(, ELEVATED EQUIPMENT EQUIPMENT PLATFORM I > o e >> X>5j PROPOSED DISH WIRELESS • FMB ON PROPOSED H—FRAME McKEON NEW YO LICENSED PROFESSIONAL ENGINE R- LICENSE NUMBER:095374-1 _ PROPOSED DISH WIRELESS IT IS A VIOLATION OF LAW FOR ANY PERSON, e e > 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 REDS REV #: 3 CONSTRUCTION PROPOSED DISH I >> WIRELESS ICE BRIDGE DOCUMENTS 6 „I 1'-0' SUBMITTALS REV DATE DESCRIPTION 5 05-10-22 CLIENT COMMENTS .7� XX COMMENTS PROPOSED CONCRETE PIER a 06-01-22 WENT (TYP.) (SEE DETAIL 2, SHEET A-7) 7 01/03/23 CUENT COMMENTS 04 a 05/17/23 CUENT COMMENTS v 9 05/18/23 CLIENT COMMENTS 10 08/31/23 CLIENT COMMENTS 11 11/29/23 CLIENT COMMENTS 12 01/04/23 CUENT COMMENTS A&E PROJECT NUMBER NYNYCO2239A PROPOSED PLATFORM ACCESS DISH WIRELESS PROJECT INFORMATION LADDER WITH SAFETY CHAIN (SEE DETAIL 3, SHEET A-7) N Y N Y C 0 2 2 3 9 A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 PROPOSED DISH WIRELESS 10' X 12' LEASE AREA SHEET TITLE EQUIPMENT PLATFORM AND NOTE. H—FRAME DETAILS DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER ELITE PROVIDES GEOTECH. SHEET NUMBER A=3 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 RAYCAP PPC SQUARE D SAFETY SWITCHES RDIAC-2465—P-240—MTS D224NRB DELTA ELECTRONICS, INC. ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855"x12.593 ESOA600—HCB04 (HEX) ENCLOSURE DIM (HxWxD) 29.25"x19.00"x8.50" DIMENSIONS (HxWxD) 75"x32"x32" WEIGHT: 80 lbs ENCLOSURE TYPE NEMA 3R RAINPROOF OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G ?QP UL LISTED FILE E-2875 WEIGHT (EMPTY) 625 lbs (approx.) Ij I til TM LLC PJAH O O enn 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 0000 00 0000 # rWM �_._, O O O O O Q 00 00 ocL 00 00 f _ 00 00 00 00 OO OO c O O O O O 1 I M T n ENGINEERING P.C. LEEI RIGHT FRONT NARK K FRONT E E �1QE ow 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 CHARLES CFIT—PF202ODSH 1 UNRRS213BEUSE FIBER TELCO ENCLOSURE PROPOSED INNER EMTT METER SOCKET TYPE RINGICE BRIDGE CONDUIT ENCLOSURE DIMS (HxWxD) 20"x20"x9" �,QF h,E�f ENCLOSURE DIM HxWxD 16"x12"x6" PROPOSED X" DIA r� ^ Y� ( ) 0 ENCLOSURE WEIGHT 20 lbs HYBRID CABLE I I /�' �,�"c K ° MAIN AMPERE RATING 200A MOUNTING WALL (OPTION W) I i ONDUIT SUPPORT WEIGHT 18 LBS PLAN I I BRACKET AND BANDING s� COMPLIANCE TYPE 4 PROPOSED X" DIA I 1 ® 10'-0" O.C. ; HYBRID CABLE FRONT (OPTION "B") I)F s E .,�r EON • O O O 0 0 0 EN NEEE LICENSE NUMBERS0955374LI o o CABLE CLAMP 0 0 0 ® 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 RFDS REV #: 3 0 0 0 0 0 ° ° ° CONSTRUCTION 2m BACK FRQW BACK mow DOCUMENTS METER SOCKET DETAIL NO SCALE 4 FIBER TELCO ENCLOSURE DETAIL NO SCALE 5 HYBRID CABLE RUN NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 5 05-10-22 INCLUDED WB—T12-3 TRAPEZE KIT, �� COMMENTS COMMSCOPE WB—K1 10—B 8 0"1_72 CUM COMMENTS WAVEG U I D E BRIDGE KIT PRODUCTS: 3 RUNGS 7 01/03/23 WENT' COMMENTS WB—L812-3 SUPPORT BRACKET DIMENSIONS (HxL) 160"x10' JAN Q u 202 a 05/17/23 CLIENT COMMENTS MF-130 DIRECT BURIAL PIPE FINISH SLOPE ___] SoUoTd-Town WEIGHT/ VOLUME 325.0 LBS COLUMN, 13'-4" TO DRAIN Plana ng Board 10 o5/1a/23 CLIENT COMMENTS 10 08/31/23 CLIENT COMMENTS CABLE RUN (QTY) 12 J 11 11/29/23 CLIENT COMMENTS 12 01/04/23 1 CLIENT COMMENDS SUPPORT BRACKET A—A A—A A&E PROJECT NUMBER (WB—LB12-3) r— 1 NYNYCO2239A TRAPEZE KR (WB—T12-3) 3" DIA SCH 40 PIPE t° DISH WIRELESS PROJECT INFORMATION PROPOSED 3.5" DIA. m SUPPORT BRACKET o SGACLHV40 IZ E M N Y N Y C 0 2 2 3 9 A (WB LB 12 3) 61405 MAIN ROAD ROUTE 25 ° 18" DIA DRILLED � 000,000 TRAPEZE KIT PIER FOUNDATION SOUTHOLD, NY 11971 • ° 0 (WB—T12-3) PROPOSED 1'-6" DIA. CONCRETE ° 000'0-1 000 PIER (TYP) ° A—A SECTION � °°° SHEET TITLE 3.5" DIA GALV SCH 40 PIPE (SPACED 3.5" DIA GALV SCH r � EQUIPMENT DETAILS 1 — 9'-0" MAX) 40 PIPE (SPACED (MF-130) 9'-0" MAX) (MF-130) CONCRETE PIER SHEET NUMBER PLAN FROM mm ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE $ NOT USED NO SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 PCTEL 1.75"� GPSGL—TMG—SPI-40NCB 1.60"0 MINOF 75% OR 81 x 184mm O R E C E_I E D 270'I MUM IN ANY DIRECTION DIMENSIONS (DIAxH) MM/INCH 3.2"x7.25" JAN 0 u 2024 GPS WEIGHT W!/ACCESSORIES 075 lbs Southold Town - CONNECTOR N—FEMALE �e Planning Board FREQUENCY RANGE 1590 f 30MHz ecri� djjN �" ` W- ST. LLC "yOj� �o MSN 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 e J 0 0 4 0 0 0 C=DJ\' IM TH CUI2PSM9P8XXX S E N t31 N E E R I N C3 P.C. �1QE (8 AWG CONDUCTORS) 90 E. HALSEY ROAD, SUITE 104 CABLES UNLIMITED HYBRID CABLE PARSIPPANY, NJ 07054 GPS DETAIL No SCALE '� GPS MINIMUM SKY VIEW REQUIREMENTS No SCALE 2 MINIMUM BEND RADIUSES No SCALE 3 OF NQ1 LINE DETAILS h t t 2024-Jan-03 1�; UNE TYPE COAX ` W Page 1/1 `�,• MANUFACTURER TBD J F o O N _ silm12y_dif2201107-1 ales Luminaire Watts 15 W NEW Y K LIC PROFESSIONAL MODEL NUMBER COAX — 7/8 . kA6 t tct rr►r�c to c. ENGINEER-LICENSE NUMBER:095374-1 Ballast/Driver Factor 1.00 5 DIAMETER (O.D. IN.) 1.102 suM12viD10 Light Loss Factor 1.00 Single (Poletop,Yolk, Bollard) IT IS A VIOLATION OF LAW FOR ANY PERSON, WEIGHT (Lbs. PER FT.) 0.302 Total Proration Factor 1.00 UNLESS THEY ARE ACTING UNDER THE DIRECTION QUANTITY 12 b OF A LICENSED PROFESSIONAL ENGINEER, Luminaire Lumens 2006 ImS TO ALTER THIS DOCUMENT. APPROX. CABLE LENGTH 140 3 w DRAWN BY: CHECKED BY: APPROVED BY: J, ft JRF JWS JKM RFDS REV #: 3 mCONSTRUCTION DOCUMENTS 4 LINE DETAILS NO SCALE L� .. -_. _...._._ ...._r SUBMITTALS 28REV DATE DESCRIPTION z6I . >.... 5 05-10-22 CLIENT COMMENTS NOTE: i a 6 05-01-22 CUENr COMMENTS I. LIGHT FIXTURE MUST BE DARK SKY COMPLIANT. 7 01/03/23 CUENr COMMENTS ,A t I i s 05/17/23 CUENr COMMENTS 2. LIGHTS MUST BE SHIELDED DOWNWARD, NOT _ 9 05/18/23 CUENr COMMENTS ILLUMINATING OR GLARING OFFSITE. u 4 10 08/31/23 WENT COMMENTS i; 11 11/29/23 CIJENr COMMENTS 3. LIGHT WILL BE SWITCH-ENABLED NOT MOTION 26 � SENSORED. THE SWITCH WILL ALSO HAVE A TIMER TO 12 01/04/23 CUENT COMMENTS PREVENT THE LIGHT BEING LEFT ON WHEN NOT NEEDED. v44 A&E PROJECT NUMBER N YN YCO2239 A LIGHTING FIXTURE SCHEDULE - - -- - - — ------- ---- -- -- ------ -- -- DISH WIRELESS PROJECT INFORMATION MFG. & CAT. NO. FIX. WATT LAMP TYPE NO. LAMP / WATT FINISH MOUNTING/HT. NYNYCO2239A RAB LIGHTING - SLIM 12Y 12 LED I BRONZE POST MTD. @ 11'-0" A.G.L. 61405 MAIN ROAD, ROUTE 25 Min: 0.05 fc , . Avg: 1.0 fc Max: 8.2 fc SOUTHOLD, NY 11971 LIGHTING FIXTURE REQUIREMENTS Max/Avg: 7.9 Avg/Min: 21 Max/Min: 164 E . CODE SECTION DESCRIPTION REQUIRED PROPOSED SHEET TITLE §172-5(B)(1) NUMBER OF FIXTURES - 2 (1 PER CARRIER, TO BE USED AS NEEDED) Version 130 X2020-2024Ughlio]Ana".s.lmc. EQUIPMENT DETAILS — 2 §172-5(C)(1) MAX. ILLUMINANCE .05 FOOTCANDLES AT COMPLIES PER THE LIGHTING LAYOUT RESIDENTIAL PROPERTY LINE PROVIDED BY MANUFACTURER SHEET NUMBER §172-5(C)(3) MAX. TEMPERATURE 3,000 KELVIN MAX 3,000 KELVIN j A-5 NOT USED No SCALE 5 WORK LIGHT DETAIL No SCALE 6 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 A 0 DIMENSIONS (HxWxD) HxWxD204.72N.2204.72N.25"5" O O DIMENSIONS (HxWxD) 15"x15"x8.9" DIMENSIONS (HxWxD) 15"x16.5"x11" `' "trip WEIGHT: 5.5 LBS QTY: 6 WEIGHT 61.3 lbs WEIGHT 94.6 lbs FPS PLAN SPECIFICATIONS: ROUND OR POLYGON POLES 3" FPS FRONT CONNECTOR TYPE 4.3-10 RF CONNECTOR TYPE 4.3-10 RF TO 7" DIA., 1/4" BRACKET ASSEMBLY CONNECTOR CONNECTOR INPUT VOLTAGE INPUT VOLTAGE MTM LLC (-36 to 58 VDC) PLAN (-36 to 58 VDC) 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, 1/4" HRPO �i GUSSET ASSEMBLY AB FRONT Ur c— j -1 L �s EEI TRIAD—AB—/ BOLT, HEX NUT, LLI��L - . . - D O FLAT WASHER & rk T6rvQwm gu LOCK WASHERAd I M TH O O EEI TRIAD-71MC POLE ENGINEERING P.C. �K BLQF FRONT BACK E FROM THREADED FPS/AB FRONT ROD (TYP) �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"x8.15OF NEIp✓y TOTAL WEIGHT 43.8 LB ELM DEPTH 2" WEIGHT 21.82 LBS RF PORTS, CONNECTOR TYPE 6 x 4.3-10 FEMALEHEIGHT 8" MOUNTING P� h -A!% BRACKET TOTAL WEIGHT 1.5 lbs o e HOUSING MATERIAL ASA/ABS/ALUMINUM ANTENNA E - cKEON RADOME COLOR LIGHT GRAY EW YO LICENSED PROFESSIONAL ENGINEER- LICENSE NUMBER:095374-1 CONNECTOR 1x8—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 100 PIPE o REDS REV #: 3 OR DISH Wireless LLC e e L.L.C. APPROVED CONSTRUCTION Bm mow mow DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA MOUNTING DETAIL NO SCALE 5 SURGE SUPPRESSION DETAIL (OVP) NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION COMMSCOPE 5 05-10-22 �� COMMENTS RECEIVED e 06--01-= %rr 0,-� « s CDX623T—DS—B DIPLEXER7 01/03/23 aMff COMMENTS DIMENSIONS (HxWxD) 8.8 x4.9"x4.5" JAN 0 82 8 05/17/23 CUEN' COMMENTS Southold Tawn 9 1 05/18/23 CUENf COMMENTS WEIGHT 10.14 lbs Planning Board 10 08/31/23 CLIENT COMMENTS CONNECTOR TYPE 7-16 DIN FEMALE 11 11/29/23 CLIENT COMMENTS 12 1 01/04/23 1 CUEW COMMENTS O o p A&E PROJECT NUMBER 000 NYNYCO2239A PLAN DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 0 0 .0 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 17� 010 SHEET TITLE EQUIPMENT DETAILS — 3 BACK B1QE FROM SHEET NUMBER A=6 DIPLEXER 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 PROPOSED PREFABRICATED 40" OUTSIDE (TYP) EQ-P081 B AD _ EQUIPMENT PLATFORM EQL.2 38" CTC (TYP) STEEL PLATFORM PROPOSED BASE PLATE (SEE DETAIL 1) PLATFORM ACCESS LADDER RECEIVED TOTAL WEIGHT ±1017.8 The I— RUNG WELDMENT QTY 2 ^ MAX LOAD CAPACITY 101000 lbs JAN N 0 fi 2024 -- --- PROPOSED HSS4X4X3/8 COLUMN TOTAL HEIGHT 68 5outr�oid Town Planning Board 1_1/2" 1'-6" TOTAL WEIGHT 47.62 Ibs v F ^ PROPOSED TYP " NOTES: Z 8 TM LLC IO"X10"X3/8" 1/4 — (EQL2 SHOWN FOR CLARITY PURPOSES) BASEPLATE O o 5701 SOUTH SANTA FE DRIVE — ALL DIMENSIONS SHOW AS "TYP" WILL BE �- _ GRADE LEVEL THE SAME FOR ALL LADDER ASSEMBLIES o 0 Uo LITTLETON, CO 80120 `° PROPOSED 5/8" A615 ^ _ \\j ANCHOR BOLT o C4 �\���\ �\���\� " PROPOSED = 2 (`TYP) _ --- - - - - - - - - - PIER (TYP.) HHS 4X4X3/8" a • .•;� ••; ' = PROPOSED COLUMN En r,'e 10 -X3/8- -% - - - - - - - - - - - - w 1" BAR GRATING M . . , .� F• BASEPLATE vWi IQe �• �^ IHI _ 10PROPOSED PLAIN CONCRETE PIER `d' _ _ j�'a. '•. • (4,000 PSI CONCRETE) NOTE: M a _ _ PROPOSED I TH 1 0"X 10"X3/8" PLATE DESIGN OF TO BE REVI PEWED IERS WAFTER ILL NEED ANGLE E N C3 I N E E R 1 N G P.C. FRONT �E 1'-6" ELITE PROVIDES GEOTECH. DETAIL FRONT iv 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 STEEL PLATFORM DETAIL NO SCALE EQUIPMENT PLATFORM PIER DETAIL NO SCALE 2 STEEL PLATFORM LADDER DETAIL NO SCALE 3 I NEW NOTES: �'`���v K 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. E y , g � o• r� � 2 10 7 15 17 ° YOR CENSED PROFESSIONAL °° ENGINEER- LICENSE NUMBER: 095374-I • IT IS A VIOLATION OF LAW FOR ANY PERSON, \ •. UNLESS THEY ARE ACTING UNDER THE DIRECTION 6 OF A LICENSED PROFESSIONAL ENGINEER, DETAIL ° ALL CORNERS TO ALTER THIS DOCUMENT. SCALE 1:4 9 �\ DETAIL DRAWN BY: CHECKED BY: APPROVED BY: Q•� 4 • SCALE 1 :4 �' ® 11 4 1 °; JRF JWS JKM 12 s RFDS REV #: 3 ® ° CONSTRUCTION 5 7 0 a DOCUMENTS 1 � 3 �. j SUBMITTALS 13 .-�"� REV DATE DESCRIPTION 5 05-10-22 CUENT COMMENTS 6 6 06-01-22 CLIENT COMMENTS DETAIL C 6 7 01/03/23 CLIENT COMMENTS SCALE 1:4 \ �. ` 8 05/17/23 CLIENT COMMENTS ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTE NO. / 1 GB-03105 3/8"X I"GALV BOLT KIT 14 0.05 LBS � �r.-�� � 9 05/18/23 CLIENT COMMENTS 2 GB-03205 3/8"X 2„GALV BOLT KIT 28 0.08 LBS 11 ° 10 08/31/23 CLIENT COMMENTS 3 GB-05205 5/8"X 2 GALV BOLT KIT 28 0.26 LBS 11 11/28/23 CLIENT COMMENTS 4 GWF-03 3/8"GALV FLAT WASHER 14 0.01 LBS 5 GWF-05 5/8"GALV FLAT WASHER 28 0.06 LBS ° 12 01/04/23 CLIENT COMMENTS _ �' 6 MTC396620 POST, HANDRAIL 14 9.96 LBS 14 ` ' ' ' A&E PROJECT NUMBER 7 MTC3979HRI I HANDRAIL, HORIZONTAL 4 16.60 LBS •. ;•:•: NYNYCO2239A 8 MTC3979HR12 HANDRAIL, HORIZONTAL 2 21.11 LBS ° 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 +• ' NYNYCO2239A 13 12 MTC3979HR16 PLATE, HANDRAIL TOEBOARD 1 20.83 LBS �-REMOVE UPRIGHT POSTS(MTC396620) 61405 MAIN ROAD ROUTE 25 13 MTC3979HR17 PLATE, HANDRAIL TOEBOARD 1 6.45 LBS BOLT IN 4"X4" TUBE FORM C3983 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 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 TS 1220 IN PAIRS TO ATTACH HANDRAILS TO 4X4 POSTS. SHEET NUMBER -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. JUN Q 8 2024 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 Southold TownOTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT Planning Booardard MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. ` - TM 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 SOUTH TH SANTA FE DRIVE LITTL REQUIRED TO MEET NEC STANDARDS. TON, CO 80120 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. �s 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. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. ZIM 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. OF NEp,Y PROPOSED UNDERGROUND POWER CONDUIT (LENGTH: 28'-0"t) 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG it 4, /4 �. �9E cKE N NEW Y RK LICENSED PROFESSIONAL x� ENGIN ER- LICENSE NUMBER:095374-1 x x x x x x x x x xx x „ � O IT IS A VIOLATION OF LAW FOR ANY PERSON, - o UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 1 5 PROPOSED DISH Wireless LLC TO ALTER THIS DOCUMENT. r—x UTILITY METER WITHIN EXISTING VACANT METER BANK DRAWN BY: CHECKED BY: APPROVED BY: x PROPOSED UNDERGROUND FIBER JRF JWS JKM CONDUIT (LENGTH: 18'-0"f) REDS REV3 X-1 I #: x x I CONSTRUCTION x x DOCUMENTS �x x x x x x x x x x x x xJ SUBMITTALS REV DATE DESCRIPTION 5 05-10-22 CUENT COMMENTS 8 06-01-22 CUENT COMMENTS 7 01/03/23 CUENT COMMENTS EXISTING PAVED PARKING AREA 8 05/17/23 CLIENT COMMENTS 9 05/18/23 CLIENT COMMENTS EXISTING 10 1 08/31/23 CUENT COMMENTS BUILDING 11 11/29/23 CLIENT COMMENTS 12 01/04/23 1 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' E-1 UTILITY ROUTE PLAN 3/32"=1'-0" ELECTRICAL NOTES NO SCALE 2 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY -48V. RECEIVED -- i `IAN 0 8 2424--1 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING Southold Town DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY L Planning Board DISH Wireless LLC L.L.C. OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT DISH Wireless LLC 0 0 01 FIBER DISTRIBUTION PANEL. colt�. MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. L.L.C. PROVIDES 12AWG WIRE ( PROPOSED DISH Wireless LLC NOTE: FIBER PROVIDER WtjnfSWT. L L C TAIL) L.L.C. PROPOSED FIBER WILL NEED TO PROVIDE AN 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL CO FIBER ENCLOSURE PROPOSED DISH Wireless LLC NID, IF REQUIRED ADDITIONAL 5FT UNISTRUT, STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS L.L.C. UNI 2 U-BOLTS WITH 4 NUTS, 5701 SOUTH SANTA FE DRIVE REQUIRED TO MEET NEC STANDARDS. IN THE EVENT THE BRACKET SPACING DOESN"T LITTLETON, CO 80120 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. UNISTR64 SPACING BELOW PROPOSED FIBER PROVIDER IN IN OUT 00 1-1/4- FLEX CONDUITS 4. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFUCTS. DISH Wireless LLC L.L.C. 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 TERMINATED BY FIBER TELCO BOX OF NID ENCLOSURE AND 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. PROPOSED DISH PROVIDER ON OTHER SIDE OF PROPOSED DISH Wireless LLC INSTALL 1-1/4" LIQUID TIGHT 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 c:m IS TERMINATED. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. FIBER PROVIDER TO INSTALL INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. PROPOSED DISH Wireless LLC 1-1/4* FLEX CONDUITS BETWEEN ' IM TH IN IN PROPOSED FIBER PROVIDER L.L.C. FDP TELCO BOX do NID FIBER LATERAL FROM RIGHT 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless LLC 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES E N C3 I N E E R I N G P.C. PROPOSED DISH Wireless LLC 0 O OF WAY TO STREET, L.L.C. INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. L.L.C. TERMINATED TO FDP PROPOSED DISH Wireless LLCENCt�S URE �R9SH Wireless LLC L.L.C. PKOPOS'ED-DIS�•7 11�ire�ess 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. w N 1-1/2" FIBER TO CABINET DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. DIS„ Wireless LLC L.L.C. 1-1/2" FIBER TO CABINET INSTALLS 1-1/2" CONDUITS PRO OSED DISH Wireless LLC PROPOSED DISH Wireless LLC p p PROPOSED DISH Wireless LLC 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 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. ��,OF NEWy ELECTRICAL NOTES NO SCALE DARK TELCO BOX - INTERIOR WIRING LAYOUT NO SCALE 2 LIT TELCO BOX - INTERIOR WIRING LAYOUT (OPTIONAL), NO SCALE 3 �` JE EI�IWIEON NEW YORK LICENSED PROFESSIONAL ENGINEER-LICENSE 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 reless LLC Wi LOAD CENTER AT 200A PPC DRAWN BY: CHECKED BY: APPROVED BY: CABINET POWER SECTION JRF JWS JKM M M M M M 2pp/3 REDS REV #: 3 2 NEUTRAL CONSTRUCTION GROUND PROPOSED DOCUMENTS PROPOSED DISH DISH Wireless LLC 200A, Wireless 120/208V, 10 3W LLC SUBMITTALS PROPOSED AC CABINET TELCO CABINET MESA CABINET REV DATE DESCRIPTION • (BY OTHERS) 5 05-10-22 CLIENT COME+rI'ENTS SEE TRENCHING NOTE 1 2" RGS 8 06-01-22 CUENr COMMEM LL PER SITE 7 01/03/23 CLIENT COMMENTS TRENCHING NOTES ORK SPECIFICATIONS s 05/17/23 CUENr COMMENTS 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) 9 05/18/23 CUENT COMMENTS TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL 10 08/31/23 CLIENT COMMEM CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE 11 11/29/23 CLIENT COMMENTS OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS PWR PWR PWR PWR PWR PPWR REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 PWR PWR MR PM PWR PWR 12 01/04/23 CLIENT COMMENTS AREAS TO ITS ORIGINAL CROSS / 6" WIDE WARNING TAPE A&E PROJECT NUMBER SECTION. �j //�/� FBR FBR FBR FBR FBR � NYNYCO2239A � 2. TRENCHING SAFETY; INCLUDING, o OX 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 z i / / ` za 61405 MAIN ROAD, ROUTE 25 BY THE CURRENT OSHA � i j••• / ��� RISER DIAGRAM IS FOR REFERENCE G c3 N �/ N ONLY. WIRE SIZES AND FINAL WIRING TRENCHING AND EXCAVATION w c \/ :•;;� .;•:�'.% // o - PVC SCH. 40 CONDUIT CONFIGURATION TO BE PROVIDED AFTER SOUTHOLD, NY 11971 SAFETY STANDARDS. o _� j :. •:.• rn 00 COMPLETION OF UTILITY CONSULT. z 3. ALL CONDUITS SHALL BE . • .w • GROUND ROD INSTALLED IN COMPLIANCE WITH SHEET TITLE THE CURRENT NATIONAL '' �� �♦ UTILITY WARNING TAPE PVC SCH. 40 CONDUIT ELECTRIC CODE (NEC) OR AS ELECTRICAL DETAILS REQUIRED BY THE LOCAL SAND BEDDING PER SITE AND RISER DIAGRAM JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS THE MOST STRINGENT. SHEET NUMBER E-2 TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 4 ELECTRICAL RISER DIAGRAM NO SCALE 5 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 TO UTILITY COMPANY BACKUP GENERATORNOTES 120/240V 10 SERVICE CAMLOCK GEN PLUG PROPOSED POWER PROTECTIVE CABINET DELTA NETWORK CABINET DELTA ELITE-X DC PLANT vT 120/24OV, 1 PH, SERVICE RATED, THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY OVERALL UL USTED POWER CENTER, THE ADJUSTMENT FACTOR OF 80% PER 2020 NEC TABLE 310.15(C)(1) FOR UL1015 UTILfTY SERVICE N3R, 65K/10K AIC SERIES RATED. WIRE. (ALL WIRE AND TERMINATION HARDWARE TO BE RATED 75-C) 12E ENTRANCE MAIN BREAKER WITH #12 FOR 20A OCPD WIRE DERATING: = / 'VG: 0.8 x 25A 20.OA 200A 200A INTERLOCKED GENERATOR 1 PH 65K C FEED, 200A 10K AIC (2) PROPOSED 8 FOR 40A OCPD WIRE DERATING: 0.8 x 50A s 4O.OA N 1.0" EMT CONDUIT ' (3) 3/0 WITH #6 GROUND O SURGE SUPPRESSION CONDUIT SIZING: AT 40% FILL PER NEC CHAPTER 9, TABLE 4. ARTICLE 358. IN 3" SCH 40 CONDUIT DEVICE 140KA MOV ruby. TM L L C 1.0" CONDUIT - .3460 SQ. IN AREA 3.0" CONDUIT - 3.538 SQ. IN AREA NEW 200A. 120/240V, 1A3W. 01 02 1 8 SHARED GND. 5701 SOUTH SANTA FE DRIVE NEMA 3R. UTILITY COMPANY M GFCI 15A 40A PROPOSED 2 8, FOR RECTIFIER 1 LITTLETON, CO 80120 APPROVED METER ENCLOSURE. 03 04 15A 05 06 (2 CONDUIT): USING THWN-2, CU. PROPOSED 2#8 RECTIFIER CONDUCTORS SPACE 07 08 40A FOR RECTIFIER 2 #8 - 0.0366 SQ. IN X 4 - 0.1464 SQ. IN (3) 3/0 WITH #6 GROUND O SPACE 09 108 - 0.0366 SQ. IN X 1 = 0.0366 SQ. IN <GROUND IN 3 SCH 40 CONDUITSPACE qOq PROPOSED 2 8. 1 8 SHARED GND. FOR RECTIFIER 2 TOTAL = 0.1830 SQ. IN e PON 11 12 SPACE 13 14 RECTIFIER & GFCI CONDUCTORS NEW 2NEM 3R., ER AF,ICE 12 - 0.0133 SQ. IN X 2 - 0.0266 SQ. IN 2P, NEMA 3R. SERVICE SPACE 15 16SPACE RATED DISCONNECT SWITCH. SCCR 100kA SPACE SPACE 8 - 0.0366 SQ. IN X 2 = 0.0732 SQ. IN 17 18 #8 - 0.0366 SQ. IN X 1 = 0.0366 SQ. IN <GROUND 200 SPACE SPACE /\mm7FIM Am 19 20r-b-_ TOTAL - 0.1364 SQ. IN SPACE 21 22SPACE EN131NEERINO P.C. SPACE 23 24SPACE 1.0" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE. 90 E. HALSEY ROAD, SUITE 104 SPACE SPACE PROPOSED 2#12 PARSIPPANY, NJ 07054 FOR CONVENIENCE OUTLET PPC FEED CONDUCTORS (1 CONDUIT): USING THWN. CU. #4 CU (GROUNDING O (3) 3/0 WITH #6 GROUND 3/0 - 0.2679 SQ. IN X 3 - 0.8037 SQ. IN ELECTRODE CONDUCTOR) IN 3" SCH 40 CONDUIT 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 UMIT) TOTAL = 0.8544 SQ. IN CONDUCTOR SIZES DESIGN LOADS 250 kcmil AL 300 kcmil AL 3/0 CU 4/0 CU 250 kcmil CU 300 kcmil CU 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, 0135-41 Wirems LLC. MMMUM INCLUDING GROUND WIRE, AS INDICATED ABOVE. ARTICLE 220 CONTINWUS LOAD & 230(NEC 130' 155' 145' 160' 215' 255' ��`r�� KN��`�r'�� 3X VOLTAGE DROP 1 PPC FEED CONDUCTORS (1 CONDUIT): USING THWN. AL 015m WIFFETR=sMmmmumO CONTINWJS LOAD (16M) 250kcmil AL - 0.3970 SQ. IN X 3 - 1.191 SQ. IN 1 ' (NEC MTICIX 220 do 0 220 260 240 300 360 425 ., } 5X VOLTAGE DROP) #4 AL - 0.0824 SQ. IN X 1 - 0.0824 SQ.IN <GROUND \ 4 NOTES: S 1. MCM/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 JA DISH Wireless LLC. FIRST MEANS OF DISCONNECT/UTILITY COMPANY MEET-ME POINT. REFER TO VALUES ABOVE TO UMIT VOLTAGE " DROP TO 376. 3.0 SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES. e�YOR cKEON 2. ALUMINUM/COPPER CONDUCTORS MUST BE RATED 75'C. INCLUDING GROUND WIRE, AS INDICATED ABOVE. K ICENSED PROFESSIONAL 3. ALUMINUM TO COPPER BUSS CONNECTIONS MUST MEET AND CONFORM TO ANSI AND BE UL USTED. USE ANTI CORROSION ENGINEER-LICENSE NUMBER:095374-1 CONDUCTIVE LUBRICANT ON CONNECTIONS NOTE.- CONDUCTIVE 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 METER ENCLOSURE FED FROM TRANSFORMER WITH MULTIPLE CUSTOMERS IS CALCULATED FROM THE IT IS A VIOLATION OF LAW FOR ANY PERSON, SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. TRANSFORMER TO PPC. (SERVICE AND FEEDER CONDUCTOR LENGTH) UNLESS THEY ARE ACTING UNDER THE DIRECTION 6. VOLTAGE DROP FOR MULTI-METER ENCLOSURE IS CALCULATED FROM THE METER TO PPC. (FEEDER CONDUCTOR LENGTH) OF A LICENSED PROFESSIONAL ENGINEER, BREAKERS REQUIRED: 7. VOLTAGE DROP CALCULATIONS ARE BASED ON A POWER FACTOR OF 1, A UNE TO GROUND VOLTAGE PER CONDUCTOR OF 120V, NO 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 DRAWN BY: CHECKED BY: APPROVED BY: SHORTER DISTANCES THAN SHOWN IN TABLE. JRF JWS JKM RFDS REV #: 3 CONSTRUCTION PPC ONE-LINE DIAGRAM NO SCALE DOCUMENTS SUBMITTALS PANEL NAME LOCATION VOLTAGE:240/120 10 MOUNTING/ENCLOSURE:SURFACE/NEMA 3114 MAIN C/B:200 AMPS AVAIL. FAULT CURRENT: RECEIVED j E V E D REV DATE DESCRIPTION DELTA EQUIPMENT PLATFORM BUS RATING:200 AMPS f� SHORT CIRCUIT RATING:65,000/10,000 SERIES RATED I - - ---- 5 05-10-22 CLIENT COMMENTS AMPS WIRE&CONDUIT TYPE DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE&CONDUIT AMPS I JAN Q 2024 s 05-01-22 CLIENT COMMENTS POLES POLES 15/1 2#12, 1 #12G R INTERNAL GFCI 0.18 1 1.68 2 1.50 RECTIFIER EQ SEE ONE LINE 40/2 Southol�c :�own 7 01/03/23 CLIENT COMMENTS 15/1 SEE ONE LINE R CONVENIENCE OUTLET 0.18 3 1.68 4 1.50 EQ Planning Board 8 05/17/23 CLIENT COMMENTS SPACE 5 1.50 6 1.50 RECTIFIER EQ SEE ONE LINE 40/2 SPACE 7 1.50 8 1.50 EQ g 05/18/23 CLIENT COMMENT'S SPACE 9 1.50 10 1.50 RECTIFIER EQ SEE ONE LINE 40/2 10 08/31/23 CLIENT COMMENTS SPACE 11 1.50 12 1.50 EQ SPACE 13 14 SPACE 11 11/.29/23 CLIENT COMMENTS SPACE 15 16 SPACE 12 01/04/23 CLIENT COMMENTS SPACE 17 18 SPACE SPACE 19 20 SPACE A&E PROJECT NUMBER SPACE 1 21 1122 1 SPACE NYNYCO2239A SPACE 1 23 1 24 1 SPACE PHASED LOAD 1 4.7 4.7 1 KVA DISH WIRELESS PROJECT INFORMATION TOTAL CONNECTED LOAD 9.4 kVA 39A TOTAL DEMAND LOAD 9.4 kVA 39A NYNYCO2239A LOAD LOAD TYPE KVA OA N. AMPS FACTOR KVA LOAD DEMAND GN MPS 61405 MAIN ROAD, ROUTE 25 L LIGHTING 0.0 0.0 1.25 0.0 0.0 SOUTHOLD, NY 11971 R RECEPTACLE 0.4 1.5 NEC 0.4 1.5 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 SHEET TITLE E EXISTING 0.0 0.0 1.25 0.0 0.0 ELECTRICAL ONE-LINE, FAULT *ALL EQUIPMENT LOADS CONSIDERED CONTINUOUS LOADS CALC S & PANEL SCHEDULE SHEET NUMBER E=3 PANEL SCHEDULE NO SCALE 2 DISH Wireless LLC. TEMPLATE VERSION 34 - 06/11/2021 D ROD F PROPOSED C) EXOTHERMIC CONNECTION ®T ITEST PECTRIONNSLEEVE WITH BUSS BAR n MECHANICAL CONNECTION - TEST WELL INSULATORS ------ #6 AWG STRANDED dt INSULATED T® -T�- GROUND BUS BAR PROPOSED 47x12"x1/4" TINNED — — #2 AWG SOLID COPPER TINNED COPPER GROUND BUSSBAR I O GROUND ROD I � BUSS BAR INSULATOR W � � TM LLC '�. BOND PROPOSED EQUIPMENT ` � 1 ; PLATFORM TO PROPOSED ® GROUNDING ELECTRODE ® � I � • � SOUTH SANTA FE DRIVE --- SYSTEM (TYP. 4) - LITTLETON, CO 80120 BOND H-FRAME POST TO � ' I � ' ® PROPOSED TOWER GROUND RING GROUNDING LEGEND 5701 UNI-STRUT (TYP.) _ I I (FEILD VERIFY) (BY OTHERS) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. — — — I BOND ICE BRIDGE — — — --tZ-----------^--igr� � . SUPPORT POSTS TO s 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN GROUND RING BOND ALL POSTS -- _ - COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless LLC L.L.C.CGROUNDING AND BONDING / PROPOSED TOWER \\ REQUIREMENTS AND MANUFACTURERS SPECIFICATIONS. (BY OTHERS) \ 2 AWG BURIED GROUND 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. RING 30" BELOW GRADE 42Z,"r A I M TH 2 TINNED SOLID IN 1/2 ( ' � ° - GROUNDING KEY NOTES ENGINEERING P.C. MCN. LIQUID TIGHT CONDUIT I FROM 24" BELOW GRADE 0 O TO WITHIN 3" TO 6" OF I o o ' °. ° ' EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW 90 E. HALSEY ROAD, SUITE 104 COD-WELD TERMINATION + o ° OGRADE, OR 6 INCHES BELOW THE FROST UNE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL PARSIPPANY, NJ 07054 POINT. EXPOSED END OF ° p / OR FOOTING. THE LIQUID TIGHT CONDUIT ( -'��--------- ° MUST BE SEALED WITH ,,___________ . . `�® ` ° o ° TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWERS LEGS, SILICONE CAULK. (TYP) B AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE '1 0O BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE PERIMETER OF THE EQUIPMENT AREA. ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND OC WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH 6 AWG STRANDED GREEN INSULATED CONDUCTOR. � v K �,✓�� BOND EQUIPMENT AS �' � 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 D BUILDING. EXISTING TOWER GROUND RING (TOTAL 2) 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 M GROUND RING CONDUCTOR. EW YOR,rXICENSED PROFESSIONAL TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT ENGINEER- LICENSE 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 MID) I �I i H TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND f I O INSPECTION SLEEVE. RFDS REV #. 3 EXISTING MAST PROPOSED ! ANTENNA (TYP) I i O TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. EMME BONDING., THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT CONSTRUCTION ROUND MEMBERi I O IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. DOCUMENTS ADAPTER PROPOSED + E&TM CANISTER INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE SUBMITTALS INTERIOR GROUND RING. 3/8" HEX OR I }I I REV DATE DESCRIPTION EXISTING MAST FIWSTER BOLT I I FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 5 05-10-22 C.1ENT COMMENTS LOCK WASHER I BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID O TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH 6 06-01-22 CUENr COMMENTS 6"x2" GROUNDFLAT WASHER I GATE POST AND ACROSS GATE OPENINGS. WENT ENr coMMENrS BUS BAR EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED 8 05/19/23 CUENT' COMMENTS 6"x2" GROUND O TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE 9 05/18/23 aJENr COMMENTS BUS BAR EXISTING MAST I \\\\\\\1\\\1\\\\\\\\\\\\\\\\\\\\\\\\1\ CLI ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE 10 08/31/23 ENT COMMENTS OTINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED 11 11/29/23 CUENr COMMENTS ROUND MEMBER GROUND RING. 12 01/04/23 CUENr COMMENTS ADAPTER STAINLESS STEEL I I DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS A&E PROJECT NUMBER HOSE CLAMP 2 AWG STRANDED OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND STAINLESS STEEL 6"x2" GROUND BUS BAR I I COPPER GREEN INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE NYNYCO2239A HOSE CLAMP (TOTAL OF 1) INSULATED (TYP) O 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 TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. 61405 MAIN ROAD, ROUTE 2 5 BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING O REFER TO DISH Wireless LLC L.L.C. GROUNDING NOTES. SOUTHOLD, NY 11971 ELEVATION RECEI -- - - - SHEET TITLE ,IAN 0 8 2024 GROUNDING PLANS Southold__-Town- AND NOTES Planning Board SHEET NUMBER G=1 TYPICAL ANTENNA GROUNDING DETAIL NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 NOTES NOTES EQUIPMENT CABINET OMITTED FOR CLARITY CABLE GROUNDING = REQUIRED WHEN 0 PROPOSED GPS UNIT ANTENNA IS LESS THAN 10' FROM CABINET RECEIVED JAN 0 8 2024 �S ,-- —————————————————————- outnold town , -----------------------� PROPOSED GPS UNIT ` Planning Board L -------------------- J ,. LLC Ir o o PROPOSED PIPE COLUMN PROPOSED POST _0____ #2 AWG GROUND I ——————————————— CONDUCTOR TO GROUND 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 PROPOSED GPS UNIT I MOUNT OR APPROVED I PROPOSED PIPE CLAMPS DISH I i EQUIVALENT PROPOSED D H I Wireless LLC L.L.C. POWER O PROTECTIVE I o CAB`► lyET I I RESERVED SPACE FIBER NID, IF REQUIRED I �'- b 1/2- COAX CABLE 8" Ivi TH i i P MINIMUM BENDING RADIUS ENGINEERING P.C. PER CABLE MANUFACTURER'S --------- SPECIFICATIONS `ATO GROUND ( �----------� __ 90 E. HALSEY ROAD, SUITE 104 II PROPOSED Ili PARSIPPANY, NJ 07054 NO SCALE V DISLLHCWireeless Ij; I j TYPICAL GPS UNIT GROUNDING NO SCALE 2 SAFETY SWITCH.INSTALL � ISI I it I I I REQUIRED IF I LOCAL UTILITY i I I COMPANY -- ' PROPOSED TELCO I l L---- _J ,I-' FIBER ENCLOSURE y-----.� 1 OF NF6r Cwt I 7- in r t o o PROPOSED 2 AWG TIE 1 c,, 751 INTO GROUND RING (TYP) ON 1 � PROPOSED PLATFORM YO K L PROFESSIONAL 2 TINNED SOLID IN 1/2- MIN. LIQUIDi o o O o c ENGINEER-LICENSE NUMBER:095374-1 TIGHT CONDUIT FROM 24" BELOW GRADE i ° BUSS oO ... O o ° TO WITHIN 3" TO 6" OF CAD—WELD 0 0 c= o BAR rl O O O O O o o R IS A R TERMINATION POINT. EXPOSED END OF VIOLATION OF LAW FOANY PERSON, THE LIQUID TIGHT CONDUIT MUST BE / I I UNLESS THEY ARE ACTING UNDER THE DIRECTION y I BOND EQUIPMENT / ; I I I I OF A LICENSED PROFESSIONAL ENGINEER, SEALED WITH SILICONE CAULK. (TYP) l I GROUND BAR TO �---� I 1 TO ALTER THIS DOCUMENT. 1 GROUNDING ELECTRODE PROPOSED GROUND RING DRAWN BY: CHECKED BY: APPROVED BY: SYSTEM (TYP) I t L 1 f I 1 1 I--1 � 00 00 JRF JWS JKM --�— / -- --L- PROPOSED —.L.- �� BASE CONNECTION RFDS REV #: 3 - - - - -� - - - - - - �- - - - - GROUND RING 2 GROUN CONSTRUCTION DOCUMENTS H-FRAME GROUNDING DETAIL NO SCALE OUTDOOR CABINET GROUNDING NO SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12" DW x 24" DEEP 5 05-10-22 CLIENT COMMENTS INSPECTION SLEEVE PVC #2 TINNED SOLID IN 1/2" MIN. LIQUID OR SOIL PIPE WITH CAP a 06-01-22 cuENT COMMENTS TIGHT CONDUIT FROM 24" BELOW GRADE PIPE OR EQUIVALENT " 7 01/03/23 CUENr COMMENTS TO WITHIN 3 TO 6 OF CAD-WELD : 1 -p TERMINATION POINT. EXPOSED END OF .0e iv 8 05/17/23 CLIENT COMMENTS THE LIQUID TIGHT CONDUIT MUST BE iFINISHED GRADE9 05/18/23 CUENr COMMENTS SEALED WITH SILICONE CAULK. INCLUDE WARNING TAPE WITH 0 : 'O 0.-.-0 o° o 0 0° b o o.-_-0 0° b.-'-O 0: 0...0 . :° c BACKFILL PER SPECIFICATIONS 10 08/31/23 CLIENT COMMENTS ;�. o. .o .o�. o. .o .o9. b.•.o . a. o�. o. .o .o� o. o .❑�. o. .o . GRADE 3 .o . o. .o . .o . .o . .o. . .o . .o . o. . .o . D. � .o 0 11/29/23 CLIENT COMMENTS W t,3- \ \ \ \ \ \ \ \ \ \ \ 12 01/04/23 CUENT COMMENTS m = o: ��/jam/j�/j�/j\�/jam /\/\/\/ /j�� � � �� � � A&E PROJECT NUMBER _ \//\//\//\//\ \//\//\//\//�`� o NYNYCO2239A o _ \\ I ' \ //� EXOTHERMIC CONNECTION m z c 3 \ \�\\j\\j 1 1 j\\j \ :3C DISH WIRELESS PROJECT INFORMATION / \/ 3/4" CRUSHED STONE OR to EQUAL FILL TEST WELL TO 0:0 NYNYCO2239A �� WITHIN 2 OF TOP OF � \/ / o = 61405 MAIN ROAD, ROUTE 25 GROUNDING LOOP CONDUCTOR o GROUND RING #2 AWG = SOLID BARE TINNED SOUTHOLD, NY 11971 CADWEL (TYP) / I I GROUND RING 3 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 LLC. TEMPLATE VERSION 34 - 06/11/2021 RECEIVED 1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC 11 Jars 08 2024 ! . __�1 NOTE. MINIMUM OF 3 THREADS S S BOLT WELD. Southold Town TO E. VISIBLE / �) 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. Manning [3oard ) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH c 12 MIN S/S SPLIT WASHER (TYP) iL— AN ANTI—OXIDANT COMPOUND BEFORE MATING. N S/S FLAT WASHER (TYP) 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND HYBRID CABLE N Yt enM, TM LLC BEFORE MATING. 2 HOLE LONG BARREL 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR TINNED SOLID COPPER 57011 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 ON S/S FLAT WASHER (TYP) THE BACK SIDE. WEATHERPROOFING KIT TIN COATED SOLID -- 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. (SEE NOTE 3) COPPER BUS BAR S/S NUT (TYP) CABLE GROUNDING KIT CHERRY INSULATOR 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS INSTALLED IF REQUIRED REQUIRED. #6 AWG STRANDED COPPER 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8- OF THE BARREL (NO SHINERS). CONDUCTOR WITH THWN-2 INSULATION GROUNDED TO GROUND BAR (SEE NOTES 1 & 2) I M TH EN13INEERINC3 P.C. 90 E. HALSEY ROAD, SUITE 104 CONNECTION OF HYBRID CABLE GROUNDING KIT PARSIPPANY, NJ 07054 TYPICAL GROUNDING NOTES No SCALE � TO HYBRID TRUNK N0 SCALE Z LUG DETAIL No SCALE 3 MONOPOLE EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO EXTERNAL CLOSED BARREL, FOR ALL It TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE TOOTHED EXTERIOR TWO—HOLE BLACK HEAT CONDUCTOR INSULATION TO ALL INTERIOR TWO—HOLE CONNECTOR BARREL CONNECTORS SHRINK W BUTT UP AGAINST THE CONNECTORS RATED CONNECTOR BARREL 3/8" DIA x1 1/2" 3/8" DIA x1 1/2" r,CSF Nt-,p/�� #6 STRANDED BOON, CUWIRE RE W� BAR�LOCATED ASED TMCL �" INSULATION (OR AS PROVIDED So 8 e . e 8 (BONDED TO TOWER STEEL) S/S NUT S/S NUT WITH GROUND KIT) �IYP) � s S/S LOCK S/S LOCK - WASHER WASHER4L4 --- ------- --- ------ J E ,, ,i.,, N PROPOSED HYBRID TOI S/S FLA T 1111 --- ------- NEW YOR FESSIONAL111SS ENGINEE ICENSE NUMBER:095374- I ANTENNA (N ) WASHER 1S/S --- ------- TINNED COPPER TINNED COPPER GROUNDING BAR GROUNDING BAR IT IS A VIOLATION OF LAW FOR ANY PERSON, S/S FLAT S/S FLAT ——— ——— IT THEY ARE ACTING UNDER THE DIRECTION WASHER WASHER ������ OF A LICENSED ALTER ENGINEER, THIS DOCUMENT. TO EXISTING MONOPOLE --- ------- --- ------- S/S BOLT S/S BOLT DRAWN BY: CHECKED BY: APPROVED BY: (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 MP FOR) DOCUMENTS TO BTS EQUIPMENT VIA TRAY OR ICE BRIDGE TYPICAL INTERIOR TWO HOLE LUG No SCALE 5 TYPICAL EXTERIOR TWO HOLE LUG No SCALE SUBMITTALS I REV DATE DESCRIPTION EXISTING GROUND WIRE 5 05-10-22 CLIENT COMMENTS EXISTING TOWER PIER/ 8 06-01-22 CLIENT COMMENTS FOOTING 7 01/03/23 CLIENT COMMENTS 8 05/17/23 CLIENT COMMENTS GRADE 9 05/18/23 CLIENT COMMENTS 10 08/31/23 CLIENT COMMENTS INSPECTION 11 11/29/23 CUENT COMMENTS WELL 12 01/04/23 CLIENT COMMENTS EXISTING A&E PROJECT NUMBER GROUND RING NYNYCO2239A I DISH WIRELESS PROJECT INFORMATION NYNYCO2239A J^ 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 NOTES: 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 EDITION OF ANSI/YIA 222 AND NFPA 780. SHEET NUMBER G=3 TYPICAL ANTENNA CABLE GROUNDING No SCALE 4 NOT USED No SCALE $ NOT USED NO SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 RECE 'JED LOW BANDS (N71+N26) AWS JAN 0 �� OPTIONAL — (N29) (N66+N70+H—BLOCK) HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING Southold i own planning Boardf 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 TM, LLC (850 MHz N26 BAND) + (700 MHz N29 BAND) — OPTIONAL PER MARKET RED RED J 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 777, (CBRS WILL USE YELLOW BAND) 3 GHz ON ANT/RRH LITTLETON, CO 80120 eau." ._.` .......au.•4ms..... w.m.'.WsaaG ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN YELLOW WHITE lT . ;• POR ORANGE ORANGE _ PO ORANGE ORANGE — PORTORANGE ORANGE :> {.• Arm _ P R — P — PO ALPHA SECTOR BETA SECTOR GAMMA SECTOR MID—BAND RRH A .d ' . v_. r RED BLUE GREEN TH (AWS BANDS N66+N70) RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN-7r7 7- I U ADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BANDS) PURPLE PURPLE RED RED PURPLE PURPLE BLUE BLUE PURPLE PURPLE GREEN GREEN 17 -777 777777 777777 90 104 ROAD, SUITE HALSEY AD PARSIPPANY, NJ 07054 PO PURPLE PURPLE _ IT app PURPLE PURPLE _ SPO PURPLE PURPLE COLOR IDENTIFIER-777 7 2 Hi rE IITL MITE— PO— — PO HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER COAX#1 COAX #2 INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) ALONG WITH FREQUENCY BANDS. ��pF Nf-/ EXAMPLE 1 — HYBRID, OR DISCREET, SUPPORTS K ALL SECTORS, BOTH LOW—BANDS AND RED RED RED RED y MID—BANDS. BLUE BLUE EXAMPLE 2 — HYBRID, OR DISCREET, SUPPORTS GREEN GREEN RED - CBRS ONLY, ALL SECTORS. 5 E f ,I ON J EXAMPLE 3 — MAIN COAX WITH GROUND ORANGE YELLOW N Y LI PROFESSIONAL MOUNTED RRHs. PURPLE ENGINEER-LICENSE 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 ,1 REDS REV #: 3 POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LDW—BAND RRH POWER CABLES HAVE SECTOR da.. : � - .�_':. . CONSTRUCTION _ � BLUE GREEN GREEN DOCUMENTS STRIPE ONLY RED RED BLUE B ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE NOT USED 3 SUBMITTALS REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 5 05-10-22 CLIENT COMMENTS MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND 6 08-01-22 CLIENT �Mp,� RET CONTROL IS HANDLED BY THE MID—BAND IN IN IN IN IN IN 7 01/03/23 CLIENT COMMENTS RRH WHEN ONE SET OF RET PORTS EXIST ON ANTENNA. - 8 05/17/23 CLIENT COMMENTS g 05/18/23 CLIENT COMMENTS SEPARATE RET CABLES ARE USED WHEN 'RED REDBLUE BLUE GREEN GREEN ANTENNA PORTS PROVIDE INPUTS FOR BOTH .. 10 08/31/23 CLIENT COMMENTS LOW AND MID BANDS. Y PURPLE ORANGE PURPLE ORANGE PURPLE* ORANGE 11 11/29/23 CLIENT COMMENTS 12 01/04/23 CLIENT COMMENTS 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 RF CABLE COLOR CODES NOT USED 4 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 RECEIVED CHEMICAL ELECTROLYTIC GROUNDING SYSTEM AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION JAN C 8 2024 AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM ®T AGL ABOVE GROUND LEVEL MAX MAXIMUM Southold Town EXOTHERMIC WITH INSPECTION SLEEVE RE AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT Planning Board TM LLC ALUM ALUMINUM MECH MECHANICAL GROUNDING BAR ALT ALTERNATE MFR MANUFACTURER GROUND ROD ANT ANTENNA MGB MASTER GROUND BAR 5701 SOUTH SANTA FE DRIVELITTLETON, CO 80120 TEST GROUND ROD WITH INSPECTION SLEEVE 11[_9T APPROX APPROXIMATE MIN MINIMUM 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 BL.KG BLOCKING NO. NUMBER FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48-T8 r F BM BEAM # NUMBER BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE I M TH SMOKE DETECTION (DC) SD BOF BOTTOM OF FOOTING OC ON-CENTER ENO 1 N E E R I N G R.C. CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION CANT CANTILEVERED OPNG OPENING 90 E. HALSEY ROAD, SUITE 104 EMERGENCY LIGHTING (DC) CHG CHARGING P/C PRECAST CONCRETE PARSIPPANY, NJ 07054 SECURITY LIGHT W/PHOTOCELL UCLG CEILINGTHONIA ALXW 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 DC DIRECT CURRENT �0F P1Ek� PWR POWER CABINET y PROPERTY LJNE (PL) - - - - - - DEPT DEPARTMENT QTY QUANTITY `> SETBACKS - - - - - -- - - -- - - --- - --- - - - - - DF DOUGLAS FIR RAD RADIUS � ICE BRIDGE DIA DIAMETER DLAG DIAGONAL RECT RECTIFIER i h REF REFERENCE ,�;•, , CABLE TRAY DIM DIMENSION DWG DRAWING REINF REINFORCEMENT R ; F C1� � N WATER UNE W W W W W • NEW Y OFESSIONAL DWL DOWEL REQ'D REQUIRED ENGIN R-LICENSE NUMBER: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 OFR OHTOHT EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT DRAWN BY: CHECKED BY: APPROVED BY: UNDERGROUND TELCO/POWER UGT/P UGT/P UGT/P UGT/P ENG ENGINEER � RACEWAY EQ EQUAL SCH SCHEDULE JRF JWS JKM ABOVE GROUND POWER AGP AGP AGP AGP AGP SHT SHEET EXP EXPANSION ABOVE GROUND TELCO AGT AGT AGT ACT AGT EXT EXTERIOR SLAD 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 WORKPOINT W.P. FF FINISH FLOOR SQ SQUARE DOCUMENTS K�X_X FG FINISH GRADE SS STAINLESS STEEL SECTION REFERENCE X_X FIF FACILITY INTERFACE FRAME STD STANDARD SUBMITTALS FIN FINISH(ED) �P TEMPOSTEEL RARY REV DATE DESCRIPTION FLR FLOOR THK THICKNESS 5 05-10-22 WENT COMMENTS COMMENTS DETAIL REFERENCE rxxN%I.N FDN FOUNDATION TMA TOWER MOUNTED AMPLIFIER a 06-01-22 �� FOC FACE OF CONCRETE TN TOE NAIL 7 01/03/23 CLJENT COMMENTS FOM FACE OF MASONRY TOA TOP OF ANTENNA 8 05/17/ CLIENT COMMENTS FOS FACE OF STUD TOC TOP OF CURB 9 05/18/23 CLIENT COMMENTS FOW FACE OF WALL MF TOP OF FOUNDATION 10 08/31/23 CUENT' COMMENTS FS FINISH SURFACE TOP TOP OF PLATE 11 11/29/23 ENT COMMENTS FT FOOT (PARAPET') CLIt2 01/04/23 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 uNo 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, Gimml 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: REGI ED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER.. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless 1 .FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: .JAN Q ZD?_4 ! LLC L.L.C. AND TOWER OWNER NOC & THE DISH Wireless LLC L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION Southold Down 2. "LOOK UP" - DISH Wireless LLC L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: Planning Board THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES CARRIER:DISH Wireless LLC L.L.C. &t Ma IMT. LLC OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL TOWER OWNER:TOWER OWNER NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED T0: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM 5701 SOUTH SANTA FE DRIVE 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 T0, 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 Aft PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF OBSERVATION OF THE FINISHED STRUCTURE ONLY. oc. IM TH THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; ,4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. `` .°, M °`° e �. AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN PLANS SHALL ADHERE TO ANSI/ABBE A10.48 (LATEST EDITION) AND DISH Wireless LLC L.L.C. AND TOWER OWNER STANDARDS, THE CONTRACT DOCUMENTSWHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE 90 E. HALSEY ROAD, SUITE 104 . INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING PARSIPPANY, NJ 07054 STRUCTURE(S) IN ACCORDANCE WITH ANSI IA-322EDITION).LATEST GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF ( 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 SUCH CHANGE OF INSTALLATION. POSSIBLE. ")F NEw�, 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 7, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS ORDINANCES AND APPLICABLE REGULATIONS. AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, i EON 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED E W SED PROFESSIONAL UNLESS SPECIFICALLY STATED OTHERWISE. OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ENGIN SE NUMBER:095374-1 ORDINANCES AND APPLICABLE REGULATIONS. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START g, UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR UNIT IS A LESS THEY ARE OF LAW FOR ANY PERSON,OF CONSTRUCTION. ACTING UNDER THE DIRECTION NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF A LICENSED PROFESSIONAL ENGINEER, 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE TO ALTER THIS DOCUMENT. PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS DRAWN BY: CHECKED BY: APPROVED BY: CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UNLESS SPECIFICALLY STATED OTHERWISE. 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 5 05-10-22 gJENT COhIARENiS 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 6 06-01-22 CUENr COMMMM 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. 7 01/03/23 CIMU COrrMEM UTILITIES. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY a 05/17/23 CUM COMMSM 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE BASIS. 9 05/18/23 CUA' COQ MWM REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 10 08/31/23 CUM COM LEMS 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 11 11/29/23 WENT COMMEM 12 01/04/23 CUENr Co1�EM5 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE A&E PROJECT NUMBER APPLICATION. NYNYCO2239A 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DISH WIRELESS PROJECT INFORMATION DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. NYNYCO2239A 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF 61405 MAIN ROAD, ROUTE 25 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 G 2 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 CONCRETE_ 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. 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 909f AT TIME OF PLACEMENT. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATEDe-1000AWS. LLC 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless LLC L.L.C. 5701 SOUTH SANTA FE DRIVE MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. LITTLETON, CO 80120 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless LLC 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. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" • CONCRETE EXPOSED TO EARTH OR WEATHER: • #6 BARS AND LARGER IM TH • #5 BARS AND SMALLER 1-1/2" ENGINEERING P.C. • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: • SLAB AND WALLS 3/4" 90 E. HALSEY ROAD, SUITE 104 • BEAMS AND COLUMNS 1 -1/2" PARSIPPANY, NJ 07054 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. ELECTRICAL_ INSTALLATION NOTES: 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. �� FoE�✓r�, 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. ,�r. ��� K 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 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 THEYo R 0 RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE W YORK PROFESSIONAL GOVERNING JURISDICTION. ENGINEER ICENSE 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: 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. JRF Jws JKM 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) E� VED 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 JAN 0 8 2024 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. Southold Town DOCUMENTS 11 . POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS Planning Board OTHERWISE SPECIFIED. SUBMITTALS 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH REV DATE DESCRIPTION TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 5 05-10-= CLIENT COMMENTS 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 6 06_01_22 qUp,R COMMENTS BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 7 01/03/23 CUar COMMENTS 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND s 05/17/23 CUENT COMMENTS NEC. a 05/18/23 cuter ears 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR 10 08/31/23 CLIENT COMMENTS EXPOSED INDOOR LOCATIONS. 11 11/29/23 Guar COMMENTS 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 12 01/04/23 1 Guar COMMENTS 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 SOUTHOLD, NY 11971 NEC. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). SHEET TITLE 23. 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.L.C. TEMPLATE VERSION 34 - 06/11/2021 GROUNDING NOTES: 1 . ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR 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. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY �" LLC 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. 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 SUPPORTED. v000p' I M TH 11 . EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. E N G I N E E R I N Q 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. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND �� )FN y CONDUCTOR. K 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED y * , THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL ; ' CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., 4 NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. JFR�ErICENSED ��EO 4 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NEW YOROFESSIONAL NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD—WELD TERMINATION POINT. THE EXPOSED END ENGINEEMBER:095374-1 OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21 . BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE IT IS A VIOLATION OF LAW FOR ANY PERSON, TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 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 (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. RECDRAWN BY: CHECKED BY: APPROVED BY: JRF JWS JKM --F—I-VED RFDS REV #: 3 JAN d 8 2024 1 Southold Tow--� CONSTRUCTION Planning Board DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 5 05-10-22 CUENT COMMENTS 6 06-01-22 CUENT COMMENTS 7 01/03/23 CUEN' COMMENTS 8 05/17/23 CLIENT COMMENTS 9 05/18/23 CLIENT COMMENTS 10 08/31/23 CLIENT COMMENTS 11 11/29/23 CLIENT COMMENTS 12 01/04/23 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 DISH Wireless LLC. TEMPLATE VERSION 34 — 06/11/2021 PROJECT TEAM J GENERAL NOTES _. Ln ._ .r..r. ... . -_.�. RECEIVED . �I CLIENT REPRESENTATIVE " _ _ THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY COMPANY: ELITE TOWERS L.P. � `'' `' JAN 08 2024 SEWER SERVICE, POTABLE WATER,OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL ADDRESS: I S. DURKEE LANE ' .- ---` Southo Town Q SIGNAGE IS PROPOSED. CITY,STATE,ZIP: E. PATCHOGUE, NY 11772 CONTACT: TANYA NEGRON m........... - " � Planning Board PHONE: (516)410-8730 APPLICABLE BUILDING CODES & STANDARDS E-MAIL: TANYA.NEG RON@ELITE-TOWERS.COM SITE ACQUISITION ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE l"'• I ' €.. E. : is " t: ,. _ ;, Po ; � ..: -s _ FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO COMPANY: ELITE TOWERS L.P. r } r PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ADDRESS: I S. DURKEE LANE " I f e I ess- C O rn C�1 u In L I .r I ISI I C ast l Iu to re Experts — CITY,STATE,ZIP: E. PATCHOGUE, NY 11772 I. 2020 BUILDING CODE OF NEW YORK STATE(IBC 2018 WITH AMENDMENTS) CONTACT: TANYA NEGRON lCr"K PHONE: (516)410-8730 2. NATIONAL ELECTRICAL CODE NFPA 70-17 E-MAIL: TANYA.N EG RON@ELITE-TOWERS.COM EiI ITI: Tovv,r,rzS LP l'dlr-,.s5 Cour+Urc�t97R�hT�tast�;_rtare Ex�r-�ts 3. 2020 FIRE CODE OF NEW YORK STATE (IFC 2018 WITH AMENDMENTS) ENGINEER jLLIT 131-1 kil—I ® 4. LIGHTNING PROTECTION CODE NFPA 780-2017 COMPANY: AZIMUTH ENGINEERING P.C. ® ALBART SON ADDRESS: 90 E. HALSEY ROAD, SUITE 104 5. AMERICAN CONCRETE INSTITUTE 318-14 �. CITY, STATE, ZIP: PARSIPPANY, NJ 07054 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION 15TH EDITION CONTACT: JEREMY MCKEON SOUTHOLD, . PHONE: 973-970-0068 "' w ``"•" '.;" 7. EIA/TIA-222 REVISION H E-MAIL: JMCKEON@AZIMUTHEG.COM i APPLICANT/LESSEE 8. TIA 607 FOR GROUNDINGS ` 9. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS 81 X 4U �. g COMPANY: ELITE TOWERS L.P. .;<« ADDRESS: I S. DURKEE LANEo s 10. IEEE C2 LATEST EDITION w L NWI s CITY,STATE, ZIP: E. PATCHOGUE, NY 11772 11. TELCORDIA GR-1275 12.ANSI T 1.311 CO-APPLICANT COMPANY: SOU HO 4 d/b/a ERIZON WIRELESS YORK SMSA IED PARTNERSHIPst PROJECT DESCRIPTION/SCOPE OF WORK ADDRESS: 4 CENTEROCK ROAD CITY, STATE,ZIP: WEST NYACK, NY 10994 THIS PROJECT WILL BE COMPRISED OF: CO-APPLICANT ELITE TOWERS: COMPANY: SOUTHOLD FIRE DISTRICT INSTALLATION OF NEW EQUIPMENT COMPOUND, 12'-0" HIGH CHAIN LINK FENCE WITH • PROTECT YGURSEI F ALL STATES R601'IRE NCTIFICATICU OF ADDRESS: 55135 MAIN ROADIHO PRIVACY SLATS, 150'CONCEALMENT TOWER, MESA CABINET, ELECTRIC METER BANK, r,r AVATOFS DE9CUD", ^R ANY PERSON PP[PARINC TO DISIURB ]Hf- EARIH';, CITY,STATE,ZIP: SOUTHOLD, NY 10994 RIC ELECTRIC TRANSFORMER,STEEL&CONCRETE BOLLARDS SURFACE AN WHERE Iri A11Y STATE 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 FGR STATE SPECIFIC DIRECT PHOT IE MUMBEPS SHEET INDEX NEW 150'CONCEALMENT TOWER= I VISIT: WWW.CALL811.00M • MESA CABINET= I • ELECTRIC METER BANK= I -ALE DRANJN e,: jLr1E(_LLL) • ELECTRIC TRANSFORMER= I AS SHOWN WAS JKM SHEET UMBER DESCRIPTION • STEEL&CONCRETE BOLLARDS=4 Z-01 TITLE SHEET Ar SOUTHOLD NY FIRE DEPARTMENT 13 01/02/24 REVISED PER COMMENTS JCM JWS 12 12/27/23 REVISED PER COMMENTS JCM JWS Z-02 SITE PLAN& NOTES 1405 • NEW FIRE DISTRICT EQUIPMENT CABINET= I Z-03 BULK TABLE • NEW FIRE DISTRICT PREFABRICATED EQUIPMENT PLATFORM = I 1 I 11/28/23 REVISED PER COMMENTS JCM JWS • NEW FIRE DISTRICT CONCRETE PIER=4 10 08/30/23 REVISED PER COMMENTS JCM JWS Z-04 ZONING INFORMATION • NEW FIRE DISTRICT ANTENNA- I Z-05 200' RADIUS PLANso I H 0 11971 • NEW FIRE DISTRICT PTP= 1 9 06/15/23 REVISED PER COMMENTS JRF JWS Z-06 VICINITY PLAN VERIZON WIRELESS: 8 05/18/23 REVISED PER COMMENTS JCM JWS TE I RELE NAM LD LD R- E 6 NUIN AD LD NY 7 05/05/23 REVISED PER COMMENTS JRF JWS Z-07 500' PROPERTY OWNERS LISTmy INSTALLATION OF NEW 2'-0'0 CONCRETE PIERS,20'-0"x 10'-0"STEEL EQUIPMENT PLATFORM, Z-08 COMPOUND PLAN EQUIPMENT CABINET, BATTERY CABINET,TELCO CABINET, PPC CABINET,WORK LIGHTS, 6 104/13/23 REVISED PER COMMENTS JRF JWS DISCONNECT SWITCH, CABLE BRIDGE, PANEL ANTENNAS, RRH'S& DIPLEXERS. 5 01/03/23 CLIENT COMMENTS JCM JWS r%mmmW_TN Z-09 EQUIPMENT PLAN SUP' P' L Z-10 ANTENNA PLANS&ANTENNA SCHEDULE NEW 2'-0"0 CONCRETE PIERS=6 REV DATE DESCRIPTION DRAWN CHECKED NEW 20'-0"x 10'-0"STEEL EQUIPMENT PLATFORM = I BY BY Z-1 I ELEVATION NEW EQUIPMENT CABINET= I Z-12 CONSTRUCTION DETAILS- I ® NEW BATTERY CABINET= I S IT NEW TELCO CABINET = I Z-13 CONSTRUCTION DETAILS-2 NEW PPC CABINET= I NEW WORK LIGHTS=2 Z-14 EQUIPMENT DETAILS- I NEW DISCONNECT SWITCH = I Z-15 EQUIPMENT DETAILS-2 150 ® �' NEW CABLE BRIDGE= I _ y ���OF Nfp,,L. CONC POLIL" NEW PANEL ANTENNAS 2 PER SECTOR, 6 TOTAL Lj� K 1, f Z-16 FIRE DISTRICT EQUIPMENT- I NEW RRH - 3 PER SECTOR, 9 TOTAL Z-17 FIRE DISTRICT EQUIPMENT-2 NEW DIPLEXERS = 1 PER SECTOR, 3 TOTAL(AT EQUIPMENT) ®� NEW TRIPLEXERS= I PER SECTOR, 3 TOTAL(AT EQUIPMENT) Z-18 2007 INSURANCE FLOOD INSURANCE MAP AERIAL MAP VICINITY MAP NEW TRIPLEXERS= I PER SECTOR, 3 TOTAL(AT ANTENNAS) piiii "oil t 2, "T N 74 777 7 77 S ON 4; i NEW YORK OFESSIONAL ENGINEER- ICENSE NUMBER:095374-1 _� AREA OF WORK k IT Ic A VOLA,IOPJ OF LAW FOR AfJY PER_011, xr - - '.a :,;. �e.�r,.sr:t,�:a�s.:-�.* .-..,�a. W E c T c- c- - .. F �, SITE INFORMATION S N MATI r, ON � , AREA OF WORK uIILEss THE aI.E ACTI.�o uNCEF THE DIRETInrJ OF THE RESPnNSIBLE LICEPISED PRGFESSIGf IAL PROPERTY/TOWER OWNER ` 2 ENGIf IEER, To ALTER THIS DocursENT. 4 NAME: 3UDD'S POND MARINA INC. - ,- ADDRESS: 51405 MAIN ROAD '` T` e* `'* ' �� ' J�SITE �� OR M A N « - SITE NO: ALBERTSON MARINE CITY,STATE,ZIP: SOUTHOLD NY. 11971 ' - ` �: See . - � �i• � „���aa�+ � .s - - i4 . DISTRICT: 1000 ' SECTION 56.00 (:: � e� . mow ; ', ` - +�►A .I� 4 r 61 05 MAIN ROAD o, SUBJECT BLOCK/LOT: 3/15 SOUTHOLD, NY 11971 Albertsonrine, Inc CONTIGUOUS ' "° z, SUFFOLK COUNTY LANDLORD-OWNED LOTS: 13.4, 1, 2.2 LATITUDE: 41.076024 s - � f _ y'p'$, �'. � ..:�- • • ,� . SITE TYPE: LONGITUDE: -72.406034 ~; ;# .� 150.0 CONCEALMENT POLE LAT./LONG.TYPE: NAD 83 f. ; ^ FEMA MAP BASE FLOOD ELEVATION = V AMSL £ �,, COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED wE•r- k THIS DRAWING AND ALL THE INFORMATION CnNTF,iNED HEREIN IS FAAIA GROUND ELEVATION = 5'AMSL AUTHOF�I7ED FOR U_E ONLY Br THE PAR rY FOR wrlc^A THE r WORK WAS CONTRACTED GP TO WHOM IT IS CERTIFIED. THIS a DRA'WINC: MAY NOT BE COPIED, REUSED, DISCLOSED, > EQUIPMENT ELEVATION = Y ABOVE GRADE „ D'STRIBUTED OR RELIED UPON FOR ANY OTH�P PURPOSE LLI WITHOUT THE EXPRESS W'PITTEfI CONSENT OF AZIMUTH AREA OF CONSTRUCTION: PROPOSED CONCEALMENT POLE& EQUIPMENT COMPOUND `� Er,r,INEEF.IrI P C., LLC, L' ZONING/JURISDICTION: TOWN OF SOUTHOLD ' HEEI TLE: ZONING DISTRICT: M-11 - MARINE II s �. TITLE SHEET n CURRENT USE/PROPOSED USE: UNMANNED TELECOMMUNICATION FACILITY to SHEET NU�ti4BER: HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN f R' i m HABITATION. HANDICAPPED ACCESS NOT REQUIRED. ; - - •. O1 -01 Q 00 NOTES: RECEIVED 1 . LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS PENDING -- STRUCTURAL ANALYSIS. ;. APPROXIMATE PARKING AREA TO BE JAN 0 8 2624 / 'I\ 2. MOUNT ALL ANTENNAS, COAX, SURGE ARRESTORS, RRH'S, ETC. IN ACCORDANCE cJ CONFIRMED WITH LANDLORD UPON �©'�ilrt�,!Itl ac�a+vl, ' W I -TOWN APPROVAL OF THE FACILITY I �, iT Board WITH STRUCTURAL ANALYSIS. DESIGN. AREA TO BE KEPT OPEN AT ALL TIMES FOR EMERGENCY PURPOSES 3. TRUE NORTH BASED ON GOGGLE MAPS. h PROPOSED 70'-0" x 35'-0" EQUIPMENT 4. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. , "., ftftft ft--.. �... �/ 'U COMPOUND (SEE SHEET Z-08) FRESHWATER WETLAND cI / � BOUNDARIES DELINEATED BY VHB 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND 6 , +1 �- ENGINEERING, SURVEYING, SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 & � �° LANDSCAPE ARCHITECTURE AND 9.7 L �r'`\� r� p GEOLOGY, P.C., ON MARCH 22, 2023. DATED 10/24/18, x J D �. r��a�,�,n l^Jlta:. CGTn'.Ur.l:.atl7 e.ll'' r r FSS �cf L.U(C Expels 1) �I 11 � d= 7 mmumi'J` 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES. r\ A OIRVZ 7. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR J /Z 00� of S PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY O +/ TF1.54 ` -�� '41-7 4.5 J �I� - GRAVE ` 8.9` , o�� oPt SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. w_ -:: TF6.14 (5 _�„+ cy IM R o O M w 4. SOUTHOLD 2 -- ®- � 'T - U U 8 6 8. THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR y- - - ---- ® �'- of ScoPE ,'z cow Z y 6,1 TO NEAREST BUILDING�N ADJACENT PROPERTY ® � 4.3 STN _ U 0 8.6, MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE ' H U✓L. Z Q I U �.5 FACILITY FOR BOTH FIRE AND INTRUSION. k jft TO FENCE CO 3.9 3.� ® 171 91 9® 0 0 f- 3.8 vc 6 3 9. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE MPO ND- ��� RiP �1P _ 3,4 IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: - 113'-0"+ ,-1 - 'tom T �I 4 i 4.7 TO CONCE -- /'� 4.4 ' 33 ' A CURRENT PREVAILING MUNICIPAL T P G�AJEL 4.3 - -3.9 N V NG MUN C L AND/OR STATE SPECIFICATIONS, STANDARDS ® ALMENT POLE - _ __- - - - �---� i -1 - - AND REQUIREMENTS. C - 4.5 ------ - yam:j ,�- - ` °° U - -- \ k/ I 3,5 �- - - B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIO S +1 ? �� � _ I I ® STANDARDS AND REQUIREMENTS.M N N „ o ,0 ..I, EXISTING am" ,;,;, i-- J.,L , h' , p _ MON. u FrELF PROPERTY LINES �„ , -- - L ' J R � P. OTECT YnII ® "" N� m _ 10. CONTRACTOR SHALL CONTACT "NEW YORK UNDERGROUND PLANT LOCATION ' J ' "J F°c �\ ALL STATES REOUIRE NOTIFICATION OF o Ek'CAVATORS, DE31Gf;CRS, OR ANY PERSnN ( P•) '.' 't. "� • 4.5 4.5 - -e-- _- �� SERVICE" AT 1 -800-962-7962 AND LOCATE ALL EXISTING UTILITIES WITHIN RREPAR''° '° °I 'URB THE EARTH'S / -�---Y ��� , SURFASE AIJYWHERE IN ANY STATE 4.A i I LIMITS OF NYSDEC FRESHWATER THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. Knowwhat'sbelow. WETLAND 100 FOOT ADJACENT Call before you dig. CD \, J ' ' FOR STATE SPECIFIC DIRECT PHONE HW/IBERS � -� z 4.6 � �� `"� �, I TO ® AREA AND TOWN OF SOUTHOLD 11 . CONTRACTOR SHALL COORDINATE AND COMPLY WITH EXISTING UTILITY VISIT: WY,IW.cALLBI coca J m EL; e + ! , �F�RF ® ' WETLAND JURISDICTIONAL AREA COMPANIES I Y16 SO, , .�. COM AN ES REQU REMENTS. _ ALE AMI E, tiTciz �Rs�o,, 12. UNDERGROUND ENCROACHMENTS, IF A Y ARE OT SHOW AS SHOWN WAS JKM z NN , N N C II 471-011+ ®CT/O^/� 13 01/02/24 REVISED PER COMMENTS JCM JW$ m 4 7 i , -o--- 3.9 00 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO 12 12/27/23 REVISED PER COMMENTS JCM Jws I MPOUND O� PRE-CONSTRUCTION CONDITIONS. ® \ 11 11/28/23 REVISED PER COMMENTS JCM JW$ ' II - 10 08/30/23 REVISED PER COMMENTS CM W$ 7-0 -- 86-Orr+J o "� 14. THERE ARE NO WATER MAINS, SANITARY SEWERS, DRY WELLS, GROUND WATER J J J TO CONCEALMENTpOL � RECHARGE BASINS, OR DETENTION BASINS PROPOSED FOR THE PROPERTY. 9 06/15/23 REVISED PER COMMENTS JRF Jws � GRAVEL /�,� � 0 I E � i ; � 8 05/18/23 REVISED PER COMMENTS JCM JW$ \ N H 5 Of ® 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNELIZATION OR PUBLIC ROAD ' o z 7 05/05/23 REVISED PER COMMENTS RF WS �. � , a � N I ,r\ J J ET IMPROVEMENTS ARE PROPOSED. -' D ' a 6 04/13/23 REVISED PER COMMENTS JRF JWS P 10'-0_' '/' qC' 1405 0 0 WI - LU °- z i 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. s 01/03/23 CLIENT COMMENTS JCM Jws 4,4 DE '' ' �, - U +I 4,3 J \ DRAWN CHECKED z o O �� REV DATE DESCRIPTION BY BY 4.3 O �. U j 4,1 r ) 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. LIMITS OF NYSDEC FRESHWATER ' '/ U �' U \ WETLAND 100 FOOT ADJACENT ® i� z I \ ® CD 18. THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL. CONSTRUCTION LEVEL REA AND TOWN OF SOUTHOLD_' , ® O I � DRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE WETLAND JURISDICTIONAL AREA DRAWINGS, y�OF1�E ' '/ 19. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LANDova low K -� ft aftwoo ® SURVEYING P.C. SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE #49664 & '' 'o' ` .m '�'" �'�' - 4.4 PROPOSED POWER AND FIBER CONDUITS TRENCHED o.H.o. I ® P \ DATED 10/24/18. ftftI 14.25 _ FF4.$3 GF4.64 r� �J -FROM STREET TO PROPOSED COMPOUND. ROUTE a r' � ® 4, 4 i' 4.a4 PWT. "0.5' �� o MAY CHANGE ONCE THE CONSULTS ARE COMPLETED = 4.71 �� �4 PLNT. "4. SII S EO 4 jai CW 40,7' c- W YOR - PROFESSIONAL ' 421 ® tom ` ENGINEER- LICENSE NUMBER:095374-1 � C--) IT IS A VIOLATION OF LAW FOR ANY RERSOfJ, �� �� UIILESS THEY APE ACTING UNDER THE DIRECTION W2 (TF THE RESPONSIELE LICENSED PROFESSIOf!AL TF3 ENGINEER, TO ALTER THIS DOCUMENT. Z QL APPROXIMATE SITE ACCESS \J , SITE INEC>RMATION : i,' E A 3.65 3' TE NO: ALBERTSON MARINE ROUTE TO BE CONFIRMED ; y 9 39 �, 7 L.A.A. TF3�50 X1.51 WITH LANDLORD UPON %,';/,% ' i%/ ';'. '. '% S47"26 27 � 200. 00 TOWN APPROVAL OF THE /%'� �% / / ;Z . (c58°31 '00"IN) _ 61405 MAIN ROAD FACILITY DESIGN. AREA TO BE 4.33 4.26 4.10 3.96 3.98 �a 11.03 COORDINATE SYSTEM: NAD83 SOUTHOLD, NY 11971 KEPT OPEN AT ALL TIMES FOR 1 (200 1) NY SP FEET LONG ISLAND EMERGENCY PURPOSES I SUFFOLK COUNTY G,vl 1 �� (��)lAl' ( �,] . Y . S . . SITE TYPE: � 150'-0" CONCEALMENT POLE �'°---r -..� W3 COPYRIGHT 0 2023,AZIMUTH ENGINEERING P.C.,LLC ALL ftftft7RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATIO'J CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WOFI WAS CONTE ACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, > FRESHWATER WETLAND DISTRIBUTED OR RELIED UPON FOR AN7 OTHER. PURPOSE L-i \, UNDERGROUND SERVICE ALERT - NEW YORK 81 1 WITHOUT THE EXPRESS WRITTEN COHSEWT OF AZIMu?H BOUNDARIES DELINEATED BY VHB � � ����. \� UTILITY NOTIFICATION CENTER OF NEW YORK p ENGINEERING P.C., LLC (800) 272-4480 ENGINEERING, SURVEYING,-=' �= LLI `" SHLE1 TITLE: LANDSCAPE ARCHITECTURE AND �'� WWW.NEWYORK-81 ICOM -[ Q GEOLOGY, P.C., ON MARCH 22, 2023. �\ Know what's below. CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION Cal I before you dig. SITE PLAN NOTES CD cn LL]L] I SITE PLAN GAZ-02 IN FEET ALE 20' 10' 0 20' 40' LSCALE: V=20'-0"FOR 22"x34"DRAWINGS SHEET MJVB\: I SCALE: 1/2"= 20'-0"FOR 11"x17"DRAWINGS a_ REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XVII WIRELESS COMMUNICATIONS FACILITY REE(���, J � CODE SECTION DESCRIPTION COMMENTS l.. _i� C-1 .IAN O 2024 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. n Southold Town' Planning Board 280-70 E. GUYED OR LATTICE ANTENNA SUPPORT STRUCTURES ARE PROHIBITED COMPLIES ANTENNA SUPPORT STRUCTURES SHALL NOT BE LOCATED IN THE FOLLOWING AREAS WITHOUT A PERMIT 280-70 F. 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 280-70 F. 5 DESIGNATED PARKLAND. COMPLIES FALL ZONES,AN ANTENNA SUPPORT STRUCTURE MUST INCLUDE AN AREA SURROUNDING IT THAT IS FREE OF G 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 MAY BE ALLOWED IF SUPPORTED BY REPORT SUBMITTED BYA0UALIFIED STRUCTURAL ENGINEER.THE 300'FALL ZONE REQUIRED;23'-0"FROM NEAREST 280.70 G. STRUCTURAL ENGINEER'S REPORT SHALL BE SUBMITTED TO AND REVIEWED BY THE PLANNING BOARD AND STRUCTURE ON PROPERTY;STRUCTURAL REPORT L.YN�`, J CORROBORATED BY AN INDEPENDENT CONSULTANT HIRED BY THE TOWN THAT DEMONSTRATES THAT A PROVIDED AS PARTNCE OF REQUIRED SUBMISSION; L 1^v;r�;r<s icu n,u; ,.atop.=_.In= strt:o�e Exl r 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. m.. u..M 280.70 I. ANTENNA SUPPORT STRUCTURES IN THE LI,LIO,MI,MII,B,AND HB ZONING DISTRICTS ARE SUBJECT TO THE FOLLOWING RESTRICTIONS: °J 280-701.(l) MINIMUM LOT SIZE:IN ACCORDANCE WITH THE BULK SCHEDULE FOR EACH ZONE. EXISTING NON-COMPLIANT:M II MINIMUM LOT SIZE:80,000 a"�. .. .." SF EXISTING LOT IS 41,346 SF SOWTHOLD PROPOSED MONOPOLE HEIGHT:150'-0" P 280-70 I,(2) MAXIMUM HEIGHT:80 FEET. r VARIANCE OR WAVER REQUIRED 280-70 I.(3) MINIMUM DISTANCE OF ALL WIRELESS EQUIPMENT TO ADJACENT RESIDENTIAL PROPERTY LINES OR STREETS SHALL BE NO LESS THAN 500 FEET. 8'-9'T0 ADJACENT PROPERTY LINE .W ._.. 01 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 2- 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 NATIONAL STANDARDS INSTITUTE(ANSI)STANDARDS FOR RADIO FREQUENCY RADIATION WARNING SIGNS, INSTALLED ON EXTERIOR OF COMPOUND FENCE PROTECT YC1I_IRS_LF 280-70 N.(2) CONTACT SIGNS SHALL IDENTIFY ALL SERVICE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE , Ai I STATES REOUIPE Nonri_ATai o7 NORMAL AND EMERGENCY CONTACT INFORMATION FOR EACH.SUCH SIGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES ° xPREGnRRG T�S o STUFe THErEARTH`or FEET IN SURFACE AREA. SJ-FACE ANYWHFPF rta ANY STATE Know what's below. Cal BASE STATION EQUIPMENT SHELTER.THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED WITH before you dig.BUL REQUIREMENTS FOR ZONE V _II (MARINE ") A FINISH SIMILAR TO THAT OF ADJACENT STRUCTURES ON THE PROPERTY AND INTEGRATED INTO THE FF)F STATE SPECIFIC DIRECT PHOPIE rII.JMPERs ARCHITECTURAL STYLE.ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED IN VISIT: WWW.CALLO11.00M 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 ALE DRAM R7: CONSIDERATION UPON FUTURE PROPOSALS VEHICLES.NOTWITHSTANDING THE FOREGOING,BASE EQUIPMENT RELATED TO INTERIOR-MOUNTED AS SHOWN WAS JKM D E C E ETI C) Tl R T T T R T T E k, S E N T E E�O O S E D T T M M E f\J T WIRELESS FACILITIES SHALL BE LOCATED IN AN AREA THAT IS SATISFACTORY TO THE PLANNING BOARD UPON � 7- CONSIDERATION OF IMPACTS ON ADJACENT PROPERTIES AND MINIMIZING VISUAL IMPACTS. 13 01/02/24 REVISED PER COMMENTS JCM JWS M I(JIM ISI V LOT DI DA ENSIONS BASE EQUIPMENT LANDSCAPING.ASCREEN OF EVERGREEN TREES SHALL BE PLANTED OUTSIDE THE FENCE 12 12/27/23 REVISED PER COMMENTS JCM JWS AREA 160,000 SO FT * 41 ,J46 SO FT NO CHANGE NOf I—COI, PLIANT % 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 11 11/28/23 REVISED PER COMMENTS JCM JWS DEPTH 150 FEET 1 8 . `J79 FEET N0 CI`�G HAE COV PLIES 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 DENSITYAND HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FROM VIEW.REQUIRED 10 08/30/23 REVISED PER COMMENTS JCM JWS MINIMUPv1 YARDS FRONT YARD SETBACK AREAS SHALL BE LANDSCAPED AND INCLUDE SHRUBS AND TREES.SURVVABILITYOF NONCOMPLIANT FR01 IT 35 FEET ±29.4 FEET 1 74'i (TOWER) COMPLIES THE LANDSCAPING SHALL BE GUARANTEED AND MAINTAINED BY THE APPLICANT FOR THE LIFE OF THE 9 06/15/23 REVISED PER COMMENTS JRF JWS fJIMUM YARDS INSTALLATION. 8 05/18/23 REVISED PER COMMENTS JCM JWS SIDE 25 FEET 40.7 FEET 86'± (TOWER) COMPLIES SITE LIGHTING.THE LIGHTING PERMITTED SHALL BE THE MINIMUM REQUIRED TO PROTECT THE PUBLIC 7 05/05/23 REVISED PER COMMENTS JRF JWS REAR 25 FEET 61 .9 FELT JO'± (TOWER) COMPLIES WELFARE.FACILITIES SITED ON EXISTING DEVELOPED SITES SHALL BE INCORPORATED INTO THE LIGHTING BOTH SIDES 50 FEET 1 1.9 FEET 130 ± TOWER COMPLIES 28070 N.(5) PLANS OF THOSE SITES.OUTSIDE LIGHTING SHALL USE FULLY SHIELDED FIXTURES SO THAT THE LIGHT COMPLIES 6 04/13/23 REVISED PER COMMENTS JRF JWS (TOWER) SOURCE IS NOT VISIBLE FROM BEYOND THE PROPERTY LINE,AND NO LIGHT IS REFLECTED OR SHONE 5 01/03/23 CLIENT COMMENTS JCM JWS M I N I M� JM YARDS TOWARDS THE SKY,EXCEPT IN THE CASE OF STRUCTURES REQUIRED TO FOLLOW FAA GUIDELINES FOR SIDE 25 FEET 40.7 FEET 47'+ (C01,1POUND) COMPLIES SAFETY LIGHTING. REV DATE DESCRIPTION DRAWN CHECKED BY BY REAR 25 FEET 61 .9 FEET 8'+ ((_-OF,IPOUND) riON—COMPLIANT ** STANDARDS.INADDITIONTO THE STANDARDS IN ARTICLE XXIV AND THE STANDARDS IN§2M70 HEREIN,ALL BOTH SIDES 50 FEET 102.6 FEET 127'± (COMPOUND) COMPLIES WIRE LESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY OBTRUSVEDESIGN 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 O':-° O%o NUN—COMPLIANT ** FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR CONSTRUCTED THAT REQUIRE SITE PLAN APPROVAL: MAXIMLIV LOT COVERAGE 30" 26.2% 2c (NTEW) COMPLIES CO-LOCATION,WIRELESS COMMUNICATION FACILITIES SHALL BE DESIGNED TO PROVIDE FOR CO-LOCATION BY (TOTAL.) 280-72 A.(5) MULTIPLE PROVIDERS OR DESIGNED SO THAT THEY CAN BE RETROFITTED TO ACCOMMODATE MULTIPLE COMPLIES F hl PROVIDERS,WHEREVER POSSIBLE. �� MAXIMUM FENCE HEIGHT 6'-6" N/A 12'-0" NON—COMPLIANT *� c ti�Y K /I -� SCENIC LANDSCAPES AND VISTAS,ALL ANTENNA SUPPORT 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 280-72A.(6) BUFFER OF DENSE TREE GROWTH.AN ANTENNA SUPPORT STRUCTURE THAT IS LOCATED WITHIN A SCENIC �-- SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE EOR THE VISTA OR SCENIC LANDSCAPE OR WITHIN 300 FEET OF A SCENIC ROAD,AS DESIGNATED BY THE TOWN,SHALL COMPLIES i t� MII ZONE R E001 RES 80,000 SO FT PER USE NOT BE TALLER THAN 10 FEET ABOVE THE HEIGHT OF TREES WITHIN A RADIUS OF 300 FEET OF THE PROPOSED LOCATION,OR 35 FEET MAXIMUM IN THE ABSENCE OF TREES. COLOR.ANTENNA SUPPORT STRUCTURES IN THE FORM OF MONOPOLES OR OTHER TOWERS SHALL EITHER J E . EON BE BLUE/GRAY IN COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OF THE STRUCTURE'S LOCATION N W YORK C ED PROFESSIONAL SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BY THE FEDERAL ENGINEER- ICENSE NUMBER:095374-I 280-72 A.(7) AVIATION ADMINISTRATION(FAA).IF A WIRELESS COMMUNICATION FACILITY IS INSTALLED ON A STRUCTURE COMPLIES-TOWER TO BE PAINTED BLUE-GRAY 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 FOP ANY PERSON, SUPPORTING STRUCTURE SO AS TO MAKE THE ANTENNA AND RELATED EQUIPMENT AS VISUALLY UNOBTRUSIVE UNLESS THE), ARE ACTING UNDER THE DIRECTION AS POSSIBLE. OF THE RESPONSIBLE LICENSED PROFESSIONAL EIICINEER, 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 TC(D F T T T 1 T w PROPERTY LINES ABUTTING OR ON THE OPPOSITE SIDE OF A STREET FROMA RESIDENTIAL ZONE OR USE SITE NO: ALBERTSON MARINE PERMITTED IN A RESIDENTIAL ZONE,NO ANTENNA SUPPORT STRUCTURES MAY BE 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 RANGEMENT OF EXISTING LARGE TREES OR UI DINGS TO PROVIDE EFFECTIVE SCREENING,THE THE OADEQUATEFTHE ROPO ED STRUCTURE MAY 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 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 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 SITE TYPE: SITE CONDITIONS,AND ACCOMPLISH THE GOAL OF SCREENING THE FACILITY FROM VIEW OF RESIDENTIAL 150'-O" 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,AZIDIUTH 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 AND ALL THE INFURMATION CONTAINED HEROIN IS AUTHGf'IZED FOR USE ONLY BY THE PA,RTf FOR WHOM THE A LIST OF OTHER CARRIERS ALREADY LOCATED ON THE FACILITY,WITH THE NUMBER,TYPE,HEIGHT, woR� WAS GONTRAGOT OR, TO v,,R IT I , CERT OSE THIS DRAWIN; VA'( 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 OR RELIED UPON FOR ANY OTHER PURPOSE LSI ANTENNA INCLUDING THE PROPOSED WITHOUT THE EMPRESS WRITTEN CONSENT of AZIMUT: EN;IfJEERIfJG P.C., LLC. 280-74C.(10) DISTANCES BETWEEN THE PROPOSED FACILITY AND THE FOLLOWING: r_J 280-74 C.(10)(a) THE NEAREST RESIDENTIAL STRUCTURE 674'± w 280-74 C.(10)(b) THE NEAREST PROPERTY LINE WITH A RESIDENTIAL USE 353'± SHILL i fI I LE: 280-74 C.(10)(c) ALL OTHER STRUCTURES 374'± _Q 280-74 C.(10)(d) ROADS,RIGHTS-OF-WAY,DRIVEWAYS 181'± BULK TABLE 1 280.74 C.(11) FALL ZONE RADIUS AND DISTANCE SEE SHEET Z-06 280-74 C.(12) PROPOSED MEANS OF ACCESS SEE SHEET Z-02 0 ELEVATION DRAWINGS WITH DIMENSIONS CLEARLY INDICATED,INCLUDING DIAMETER OR WIDTH OF THE SHCET '1UMBER: 280-74 C.(13) STRUCTURE AT ITS WIDEST AND NARROWEST,AND THE TALLEST POINT,INCLUDING ANTENNAS OR LIGHTNING SEE SHEET Z-11LLJ r7_O c) m PROTECTION Z J Q 'do ! � RECEIVED Ln N AM W JAN 0 8 2024 0 N Q South6l_dTo­wn 4.2 Planning Board S 7 .0A, W_ 10.1 AZIMUTH 271A ENI 1!`X4FER1NG PC. TOWN OF S SOUTHOLD 0 11 .16 oe, S E 3.8A 6T`E�TOWER LP ,e Expos Wiieles6 ComniunicaliQIIi&hiftastrui. s Al fCOUNTY OFSUFFOLK 01 DEVELOPMENT RIGHTS)—— ........ 0 N 0010 N 0 z-3 ' LOCATION zonin 71 0 woo 010" ZONING F Ne A 4 lop— A 6,3A F 00, AH UIVTY OF SUFFOLK verizon DEVELOPMENT RIGHT$�-­11 4 B Cj VN PROTECT YOURSELF H ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what'sbelow. call before you dig. 5001-011 FOR swrE SPECIFIC DIRECT PHONE NUMBERS VISIF: WWW.CALL81I.COM 135 10 RADIUSLINE 0�11 424. % S—Al F: 1DRAWN BY ICHFCKED BY 4 c) A AS SHOWN WAS JKM '�R tp 13 01/02/24 REVISED PER COMMENTS JCM zIA&I jWS 1.4A k' 04 12 12/27/23 REVISED PER COMMENTS JCM jWS 1.2 11 11/28/23 REVISED PER COMMENTS jCM jWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 2�3,A(c 00�U 9 06/15/23 REVISED PER COMMENTS JRF JWS S14 23 REVISED PER COMMENTS JCM jWS COU 8 05/18/ 7 05/05/23 REVISED PER COMMENTS JRF jWS OF S� FOLK6, TO R- 6 04/13/23 IREVISED PER COMMENTS JRF JWS Bw 5 01/03/231 CLIENTCOMMENTS jCM jWS (7) 71 R-80 REV DATE DESCRIPTION DRAWN CHECKED C40UNTY Bf By ji Em OF 0, E X Budd"s, Pond 14 777, i0o 10 NNDERWAMR tAND) 401: 0,0 101 17IT77T t000, 11110 124 .......... 0$1) 16 j E 0 N J NE ROFESSIONAL K 7-Rf r, EN( IBER:095374-1 N 4# OF LAW FOR ANY PERSON, IT IS A VIOLATION 15 UNLESS THEY ARE ACTING UNDER THE DIRECTION 77 OF THE RESPONSIBLE LICENSED PROFESSIONAL 13. ENGINEER, TO A[_TER THIS DOCUMENT F V I _1E I Oil T� C N SITE NO- ALBERTSON MARINE 281 to 2.5A(c) 14 z too 61405 MAIN ROAD CANAL 225 SOUTHOLD, NY 11971 1V V A /A SUFFOLK COUNTY �V4 It >1 SITE TYPE: 150'-0" CONCEALMENT POLE 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 Map Prepared by WORK WAS CONTRACTED OR TO WHOM IT 15 CERTIFIED. THIS NOTE: DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, Town of Southold Geographic Information System DISTRIBUTED OR BELIED UPON FOR ANY 01-HER PURPOSE > WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH Ld 1 . PARTIAL ZONING MAP IS BASED ON ZONING July 29, 2016 ENGINEERING P.C,, LLC. N. MAP PREPARED BY THE TOWN OF SOUTHOLD Suffolk County Real Property Tax Service Agency F SHI-E I HILL Lij z AREIS and Tax Map Copyright 2016, Df GEOGRAPHIC INFORMATION SYSTEM DATED < County of Suffolk, NY ZONING INFORMATION 07/09/16. 0 I U� SHEET NUMBM., GRAPHIC SCALE 1GRAPHIC SCALE Z-04 I PARTM.LL TAX MAP (IN FEET) ! NXII.S. 2 1, ZONING MAP (IN FEET) N.T.S. __j FJAN 0 8 2024] < N N 000o�Z'111 O FRESHWATER WETLAND BOUNDARIES DELINEATED BYVHB ENGINEERING, SURVEYING, LANDSCAPE ARCHITECTURE AND h{ MUTH ' GEOLOGY, P.C., ON MARCH 29, 2023. Z i 0 ELIT` '� LP �"�'�• icafions It)irastruckure Experts FRESHWATER WETLAND O � BOUNDARIES DELINEATED BY VHB ` SURVEYING x ENGINEERING, , LANDSCAPE ARCHITECTURE AND N GEOLOGY, P.C., ON MARCH 29, 2023. so, LIMITS OF CLEARING, GRADING AND GROUND DISTURBANCE O O �Z. .111,, 0 verizon � x PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF �°•ur _ a*.'"s Yw m EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S "-... SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CPLL811.COM ,.r a SCALE: DF,hIv BY: CHECKED BT. AS SHOWN WAS JKM r' 13 01/02/24 REVISED PER COMMENTS JCM JWS LIMITS OF NYSDEC FRESHWATER 12 12/27i23 REVISED PER COMMENTS JCM Jws . " � I 1 11/28/23 REVISED PER COMMENTS JCM JWS WETLAND 100 FOOT ADJACENT e AREA AND TOWN OF SOUTHOLD10 08/30/23 REVISED PER COMMENTS JCM JWS .,.. ¥'" WETLAND JURISDICTIONAL AREA O 9 06/15/23 REVISED PER COMMENTS JRF JWS F t 18/23 REVISED PER COMMENTS CM WS 8 05/ J J m{ REVISED PER COMMENTS WS , . • � �� �. � ', 7 05/05/23 JRF �F u 6 04/13/23 REVISED PER COMMENTS JRF Jws 5 01/03/23 CLIENT COMMENTS JCM JWS I€ DRAWN CHECKED x3 eta REV DATE DESCRIPTION BY BY r . J s %4 E ON ". W YOR CENSED PROFESSIONAL ENGINEER- 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. f SITE NO: ALBERTSON MARINE 61405 MAIN ROAD FRESHWATER WETLAND SOUTHOLD, NY 11971 BOUNDARIES DELINEATED BY VHB SUFFOLK COUNTY ENGINEERING, SURVEYING, LANDSCAPE ARCHITECTURE AND LIMITS OF NYSDEC FRESHWATER GEOLOGY, P.C., ON MARCH 29, 2023. SITE TYPE: WETLAND 100 FOOT ADJACENT 150'-0" CONCEALMENT POLE AREA AND TOWN OF SOUTHOLD WETLAND JURISDICTIONAL AREA COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL 0 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 W WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ------ ENGINEERING P.C., LLC. 0 RECEIVED N w SHEI i [III [-: z JAN 0 8 2024 Q aid T X9-0 thown 200' RADIUS PLAN z Planning Board 0 SH_L 1U`.1HER: SO I 200' RADIUS PLAN GRAnHICSCALE NTS Z-05 J (IN FEET) • • • Q n_ c� a N t , 1� F � AZIMUT ,�,, �., U) ENGINEERING RIC, oil FRESHWATER WETLAND ELITE TOWERS LP BOUNDARIES DELINEATED BY VHB r . " + iI communications In*a5LrUGtUFe Expels ENGINEERING, SURVEYING, LANDSCAPE ARCHITECTURE AND GEOLOGY, P.C., ON MARCH 29, 2023. p ' PROPOSED 150' CONCEALMENT POLE l TLD ticTw ,�; verizo FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB �1 x�"5 �Q ENGINEERING, SURVEYING,- ` r _ Q �� PROTECT 'OURSELF LANDSCAPE ARCHITECTURE ANDALL STATES REQUIRE NOTIFICATION OF ' © EXCAVATORS, DESIGNERS, OR ANY PERSON GEOLOGY, P.C., ON MARCH 29, 2023. J•1�c PREPARING TO DISTUHERERB ANY EARTHS �p Know what's below. Cal before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS q RpA VISIT: WWW CALL811 COM 3p0► �T� �-: �ERSEC-��ON � ti SCALE DRAWN BY: CHECKED BY-J RgO�US O NEAREST 1N } AS SHOWN WAS KM r T 13 01/02/24 REVISED PER COMMENTS JCM JWS 12 12/27/23 REVISED PER COMMENTS JCM JWS 11 11/28/23 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS n 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS JCM JWS J „ 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS ME o� 5 01/03/23 CLIENTCOMMENTS JCM JWS M DRAWN CHECKED M REV DATE DESCRIPTION BY BY v �' V ►� p LIMITS OF CLEARING, GRADING � � Z AND GROUND DISTURBANCEoo lwml p * ay \ Q a` � � LIMITS OF NYSDEC FRESHWATER WETLAND 100 FOOT ADJACENT AREA AND TOWN OF SOUTHOLD LEGEND W YOR LICENSED PROFESSIONAL WETLAND JURISDICTIONAL AREA .,� " — --- ----- NGINEER- LICENSE NUMBER:095374-1 �p G R-80-PARKS & IT IS A VIOLATION OF LAW FOR ANY PERSON, RECREATION M-II-MARINE II t UNLESS THEY ARE ACTING UNDER THE DIRECTION FRESHWATER WETLAND ------- ----- ------_ T OF THE RESPONSIBLE LICENSED PROFESSIONAL -— BOUNDARIES DELINEATED BY VHB -- r' ENGINEER, TO ALTER THIS DOCUMENT."I --- -- - - - -- ____ _ _ ___ ` .ry r.� -ENGINEERING, SURVEYING, LANDSCAPE ARCHITECTURE AND — — -- --- ----- - NI 1E INF0[Dy ✓ A_J] 0N - GEOLOGY, P.C., ON MARCH 29, 2023. SITE 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 150'-0" CONCEALMENT POLE RECEIVED JAN 0 8 2024 COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL Southold 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 W WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH L� NOTE: ENGINEERING P.C., LLC. zSHFET TiTLE, r. AERIAL IMAGE BASED ON GOOGLE MAPS DATA 2019 & Q �T y SUFFOLK COUNTY, NEW YORK FRESHWATER VICINITY PLAN E ;x WETLANDS GIS MAP INFORMATION DATED 09/07/2018 SHLFT N�' 1f3ER: 1 VICINITY PLAN GRAPHIC SALE N.T.S. 05 Z-06 E En �i r.! O N rr) i a J District Section Block Lot Owner Owner's Address - - 1 C4 ' : 5 �- 1000 56 1 4.2 Scott & Pauline Carter 1605 Mill Path, Southold, NY 11971 i 1000 56 1 10.1 Town of Southold 2205 Mill Path, Southold, NY 11971So WHOLD :. 1000 56 1 11 .2 Angela Norton 610 Pond Avenue, Southold, NY 1971 Ok 1000 56 1 11 .6 Angela Norton 610 Pond Avenue, Southold, NY 1971 w. 1000 56 1 11 .11 Angela Norton 610 Pond Avenue, Southold, NY 1971 1000 56 1 11 .12 Angela Norton 610 Pond Avenue, Southold, NY 1971 ' 1000 56 3 13.3 Angela Norton 61025 Route 25, Southold, NY 11971 1000 56 3 14 New York Telephone Co. 60975 Route 25, Southold, NY 11971 , PPOTE(-T )oIJRSELF ALL STATES REQUIRE NOTIFb-ATION OF o EXCAVATORS, DESIGNERS, OR ANY PERSOrl PREFA RING IC, DI S1 R6 THE EARTH'S SURFACE AN7 WHERE IN ANY STAIE 1000 56 3 15 Budds Pond Marine Inc. 61405 Route 25, Southold, NY 11971 Know what's below. Call before you dig. FCR STATE SPECIFIC DIRECT PHOIIE NUME ERS 1000 56 3 1 Main Road Brokerage LI, LLC 61505 Route 25, Southold, NY 1 i 971 VISIT. \M10A1.\LL811.COM SCALE: jF'AWN H : CIILLKED Ht AS SHOWN WAS JKM 1000 56 3 2 Emmanuel & Toula Leodis 61575 Route 25, Southold, NY 11971 13 01/02/24 REVISED PER COMMENTS JCM JWS 1000 56 3 3 Emmanuel & Toula Leodis 61625 Route 25, Southold, NY 11971 12 12/27/23 REVISED PER COMMENTS JCM JWS 11 11/28/23 REVISED PER COMMENTS JCM JWS 1000 56 3 4 Town of Southold 61725 Route 25, Southold, NY 11971 10 1 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 1000 56 3 5 62375 Main Road LLC 61825 Route 25, Southold, NY 11971 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 104/13/23 REVISED PER COMMENTS JRF JWS 1000 56 3 6 62375 Main Road LLC 62375 Route 25, Southold, NY 11971 5 01/03/23 CLIENTCOMMENTS JCM JWS :REV DATE DESCRIPTION BY BY DRAWN CHECKED 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 OF 1000 56 5 9 Suffolk County 64 Budds Pond Road, Southold, NY 11971 �tiw wY K �=N 1000 56 5 10 Marcia Jurinovic 745 Budds Pond Road, Southold, NY 11971 R 4 1000 56 5 11 Jonathan Tibelt 845 Budds Pond Road, Southold, NY 11971 ''1 JE EON 1000 56 5 16 Patrick Redmond 750 Budds Pond Road, Southold, NY 11971 NEW YORK LI NSED PROFESSIONAL ENGINEER- L ENSE NUMBER:095374-1 1000 56 5 17 Jean & John Weber 590 Budds Pond Road, Southold, NY 11971 IT IS A vIOI /10'1 017- 1 AW FOR AN'{ PEF 701,J, UNLESS THEY ARE ACTI (3 UNDEP THE DIRECTION OF THE RESPONSIBLE LICEfISED PROFESSIONAL ENGIN\F, TO ALTEP THIS DOCUMENT. 1000 56 6 1 .1 Eli Green & Dalton Route 25, Southold, NY 11971 `SITE NFC)RMATI &'\I ; 1000 56 6 1 .2 Suffolk County 61330 Route 25, Southold, NY 11971 SITE NO: ALBERTSON MARINE RECEIVED 1000 56 6 2.2 Budds Pond Marina Inc. 61500 Route 25, Southold, NY 11971 JAN 0 8 2024 61405 MAIN ROAD -southold- own SOUTHOLD, NY 11971 1000 56 6 3.4 61600 Main Road LLC 61600 Route 25, Southold, NY 11971 Planning Board SUFFOLK COUNTY SITE TYPE: 150'-0" CONCEALMENT POLE COPYRIGHT©2023,A71MUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED THIS DRAWING AND AI L THE IHFOFMATION CONTAINED HEFEIN IS z A.ITHORIZED FOR USE OfJLY Br' THE PARTI FOR WHOM THE 7 WOR'',: WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTFIEUTE_D OR RELIED UPON FOR AUY OTHEF PURPOSE LJ WITHOUT THE EXPRESS WRITTEN COIISLNT OF AZIMUTH EUGINFERINGLLC. LLi SHEET TITLE: z z 200' & 500'PROPERTY OWNERS LIST 0 HEFT NUMLEH: 1 PROPERTY OWNERS LIST Z-07 D- NOTES: } . NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. �I 2. COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND SURVEYING P.C. SIGNED E \ BY STEPHEN E. RAVN P.E. L.S. LICENSE NO. 49664 & DATED 10/24/18) 3. FINAL LOCATION OF EQUIPMENT TO BE CONFIRMED WITH OWNER & ELITE PRIOR TO CONSTRUCTION. QZ i / 4. LOCATION AND INSTALLATION OF EQUIPMENT TO BE IN ACCORDANCE WITH THE STRUCTURAL77 ANALYSIS. TOWER DESIGN TO BE BY OTHERS. w PROPOSED MESA CABINET (BY 17. PROPOSED 8 0 x 10 0 PREFABRICATED ELITE) TO BE INSTALLED ON 5. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK. EQUIPMENT PLATFORM WITH HANDRAIL 6. FINAL DESIGN OF PIERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING AND O r H-FRAME AND ELEVATED ABOVE U S PROVIDED A REPORT. o KIT ELEVATED 3' ABOVE GRADE ON FLOOD ELEVATION ,.` ..{ I s ..' . CONCRETE PIERS u' (SEE DETAILS 1 &2, SHEET Z-17) t7l, _ PROPOSED UTILITY H-FRAME (TYP. OF 2) (SEE DETAIL 5, SHEAT Z-17) PROPOSED H-FRAME MOINTED Tf�Pstc���,,, +�� �irSt� tf, �Ex�'F� LIMITS OF CLEARING, GRADING __-- - / TRANSFORMER (BY ELITE AND GROUND DISTURBANCE - / ti;7 : SOUTHOLD / PROPOSED POWER CONDUIT _ROUTED FROM TRANSFORMER TO METER BANK / (SEE DETAIL I, SHEET Z-12) PROPOSED FIRE DISTRICT CABLE BRIDGE -I / ® , 10'-0" A.G.L. (SEE DETAIL 4, SHEET Z-14)�`, O I " - -- -- 7 / ' ,,-�, PROPOSED VERIZON WIRELESS --L-" -�'� ) — n l -- 0 ---UTILITY METER MOUNTED IN m o0 OPEN SOCKET (BY ELITE) ,\ No �-- �- \ 3 1+ ` I F'POTEr,T YOIIGSFLF O _ e ALL STATES REQUIRE NOTIFI,ATION OF `I 6�/� o EXCAVATORS, DESIGNERS, OR ANY PERSON O \_ FUTURE CARRIER _ �, FUTURE CARRIER �_ PREPARING TO HEP[DSTUIN AN)THE ETATE Z SURFACE AflYW`{RPE IN ANY STATE EQUIPMENT AREA `. _ EQUIPMENT AREA O �� ILL] Know what's below. A Cal1 before you dig. \ FOR STATE SFECIFIC. DIRT-CT PHOFJC NU PFFS PROPOSED MULTI METER-METER PACK VISIT: WWW.CAi-L81I.COM _WITH DISCONNECT (BY ELITE) J, ALE. RAWN f-f cHEL.,ELI Hf TO BE INSTALLED ON H-FRAME AND AS SHOWN WAS JKM ELEVATED ABOVE FLOOD ELEVATION 1 W � 13 01/02/24 REVISED PER COMMENTS JCM JWS \ \�� --� z � F— 12 12/27/23 REVISED PER COMMENTS JCM JWS PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES /- � � i" � PROPOSED FIRE DISTRICT CABLES ROUTED ON �..-V PROPOSED CABLE BRIDGE FROM FIRE DISTRICT 11 11/28/23 REVISED PER COMMENTS JCM JWS ROUTED ON PROPOSED CABLE BRIDGE TO TOWER----. �✓ �� - �� � \ / w °.". o \ _ (TYP OF 4 PER SECTOR, 12 TOTAL) EQUIPMENT TO PROPOSED TOWER (TYP OF 1) > `° 10 08/30/23 REVISED PER COMMENTS JCM jws M PROPOSED VERIZON ANTENNAS & EQUIPMENT w 9 06/15/23 REVISED PER COMMENTS JRF Jws --'---(BY VERIZON WIRELESS) WITHIN PROPOSED f- ' ` 8 05/18/23 REVISED PER COMMENTS JCM jWS CONCEALMENT POLE (SEE SHEET Z-09) 7 05/05/23 REVISED PER COMMENTS JRF Jws - - - 185' TO WETLAND W2 6 04/13/23 REVISED PER COMMENTS JRF JWS / — -- - \ i _ _–.--_-- -0 '-- 1 I (W 5 01/03/23 CLIENT COMMENTS JCM JWS <z-1 REV DATE DESCRIPTION BY BY PROPOSED 150' MULTI-SECTION - 'MULTI-SIDED RADOME I , I J 1 % II - EAL ENELITE) I y I CONC M T TOWER BY FUTURE CARRIER I l I wa EQUIPMENT AREA `�- 1i1 I �-"- A O F NE/y� - I w �� gay K " /PROPOSED 70'-0" x 35'-0" I i ' - - I �° V x(2,450 SQ. FT.) EQUIPMENT I I R COMPOUND (BY ELITE) - - - _ - - I j r RECEIVE® w JAN 0 i , /I 5outhol Town She EON / — — — — — — — — — — — — — $ — — — — — — — — j E® ®j' , Planning Board NEW YO C LICENSED PROFESSIONAL / r r7' ENGINEER- LICENSE NUMBER:095374-1 IT Is A VIOLATION OF LAW FOR ANY PERsO!I, PROPOSED I2'-0" WIDE ACCESS 70'-0" d UNr-ESS THEY ARE ACTIII,3 HINDER THE DIRECTION --- — ---- �-- -\ ----- - - OF THE RESPONSIBLE LICENSED PROFESSIOPJAL GATE (TYP OF 2 x 8'-0") (BY ELITE) _ - ENGINEER, TO ALTER, THIS DOCUhIENT. (SEE DETAIL 1, SHEET Z-13) / -- --- �� -- - 'ITE INFORMAT10�,,] ; SITE NO: ALBERTSON MARINE PROPOSED 12'-0" HIGH BLACK / / PROPOSED VERIZON WIRELESS CHAIN LINK FENCE WITH GREEN _ - / UNDERGROUND POWER & TELCO CONDUIT PRIVACY SLATS (BY ELITE) (SEE (BY VERIZON WIRELESS) ROUTED FROM METER 61405 MAIN ROAD DETAIL I, SHEET Z-13) / RACK & MESA CABINET TO PROPOSED PPC & w SOUTHOLD NY 11971 TELCO CABINET ON PROPOSED EQUIPMENT w 5 p PROPOSED VERIZON WIRELESS I V-0" x 20'-0" STEEL PLATFORM / PLATFORM (SEE DETAIL I & 2, SHEET Z-12) - SUFFOLK COUNTY w 0JBY VERIZON WIRELESS WITH 42" TALL HANDRAIL & 8'-6" TALL / - CO STEEL CANOPY(200SQ. FT.) IN A 10'-0" x 20'-0" LEASE AREA (200 SQ. FT.) i- LIMITS OF NYSDEC FRESHWATER SITE TYPE: o m OU / SEE SHEET Z-09 W WETLAND 100 FOOT ADJACENT �� LIMITS OF CLEARING, GRADING_J� Z Z N EXISTING BUILDING ( ) AREA AND TOWN OF SOUTHOLD 150.0 CONCEALMENT POLE AND GROUND DISTURBANCE Q z X WETLAND JURISDICTIONAL AREA a_ COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL N LU / _ D j RIGHTS RESERVED V Z THIS DRAWING AHD ALL THE INFORMATION CONTAINED HFREIN IS W Q AUTHORIZED FOR USE ONLY By THE PARTY FOR WHO^✓I THF PROPOSED VERIZON WIRELESS UNDERGROUND /' WORF, WAS CCI\TRACTED OF TO WHOM IT IS CERTIFIED. THIS DRAWIfJG MAY NOT BE COPIED, REUSED, DISCLOSED, > NOTE: POWER & TELCO CONDUIT ROUTED FROM UTILITY-/" DISTPIBUTED OR RELIED UPON FOR ANY OTHEP PUPPOSE POLE TO TRANSFORMER & MESA CABINET wlTHouT THE EENQi EERIRIG P CCL^LCENT o AZIMUTH SILT FENCE, STRAW BALES, AND OTHER EROSION AND SILT CONTROLS WILL BE INSTALLED AND MAINTAINED DURING Lj PROJECT WORK, AS NECESSARY, TO PREVENT ADVERSE U t_E ISE:: < IMPACTS ON WETLANDS. COMPOUND PLAN 0 f— w ALE 4 0 4 8 SCALE: 1/4"= 1'-0"FOR 22"x34"DRAWINGS IIET f�UMB�R: Z-08 m 1 COMPOUND PLAN G (IN FEET) SCALE: 1/8"= 1'-0"FOR 11"x17"DRAWINGS Q EL LD E ------ E --- �I FUTURE CARRIER EQUIPMENT AREA s' /= LJ �. c Z o zL /� ..LIT I. �t�N'4''IERS LP Jess W d Comm=-jrr.;iho«s lr.`as' =lure E cfsr-rfs / / ~ „ / PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) PROPOSED VERIZON WIRELESS CABLE BRIDGEW PROPOSED VERIZON WIRELESS 24"0 CONCRETE —(NOT TO EXCEED 12'-0" A.G.L.) PIER (TYP OF 6) (SEE DETAIL 4, SHEET Z-14) (SEE DETAIL 4, SHEET Z-14) j PROPOSED VERIZON WIRELESS GPS UNIT PROPOSED VERIZON WIRELESS WORK LIGHT MOUNTED T-0" ABOVE PROPOSED CANOPY ~ W (TYP OF 2) (SEE DETAIL 6, SHEET Z-12) (TYP OF 4) (SEE DETAIL S, SHEET Z-15) PROPOSED VERIZON WIRELESS / STEEL CANOPY (ABOVE) w i f— 'ROTE(-:T YOURELF PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT (TYP ALL STATES REOUIPE NOTIFICATION OF ExCAVATORS, DESIGNERS, OR ANY PERSON PPCPAR INC, TO DISTURB THE EARTH'S i OF 3 PER SECTOR, 9 TOTAL) (SEE DETAIL 2, SHEET Z-14), SUFFACE ANYWHERE IN PU STATE —DIPLEXER (TYP OF 1 PER SECTOR, 3 TOTAL) (SEE DETAIL 6, Knowwhat'sbelow. SHEET Z-15 & TRIPLEXER TYP. OF I PER SECTOR, 3 TOTAL i Call before you dig. / ) ( ) / FOR MOUNTING (SEE DETAIL 2, SHEET Z-15) FOR sTATEVI T`IWWDIRECT PLL811 PHONE NUMeERs PROPOSED VERIZON WIRELESS i- "CALL: RAWN B': Ht'�P,IFU Hr: PROPOSED VERIZON �- EQUIPMENT CABINET AS SHOWN WAS JKM WIRELESS BATTERY CABINET w SEE DETAIL I, SHEET Z-15 (SEE DETAIL I, SHEET Z-15) 13 01/02/24 REVISED PER COMMENTS JCM jWS ��• ( ) _ ( � 1 i � J J �/ /_ �� 12 12/27/23 REVISED PER COMMENTS CM WS ♦, - w — - — -- • --- - - — ,- —i--- - / 11 11/28/23 REVISED PER COMMENTS JCM jWS L 10 08/30/23 REVISED PER COMMENTS JCM jWS RRH RRH I RRH RRH �_ LI / 9 06/15/23 REVISED PER COMMENTS jRF jWS 1171T8 05/18/23 REVISED PER COMMENTS JCM jWS —t— .I --� - — —�-1— 7 05/05/23 REVISED PER COMMENTS RF WS I I J J I I v I \o\\ \ W 6 04113/23 REVISED PER COMMENTS JRF JWS 9 5 01/03/23 CLIENT COMMENTS jCM jWS _ DRAWN CHECKED — -- - - - --i T� REV DATE DESCRIPTION BY BY I \I 01 -- - - - - --� - ' \ PROPOSED VERIZON WIRELESS --- — - ° 0f- - - DISCONNECT SWITCH MOUNTED > = TO PROPOSED H-FRAME �E�f RECEIVED F � I I lil a ' +I �- L- JAN 0 8 K 2024 c,,`�. `1 Li r � Southold Town Planning Board I I - - �- - I r ° ° ° ° � W I, i -. I J ON i ILII YOR CENSED PROFESSIONAL T T ENGINEE LICENSE NUMBER:095374-I O \ I I IT IS A VIOLATION OF LAW FOR ANY PERSOfI, - — LI U !LESS THEY ARE A Tlfi UNDER THE DIRECTION I OF THE RESPONSIBLE LICEfISED PR,2FESSIONAL \ ( ENGINCCP, TO ALTER THIS DOCUN�LfdT, I; I SITE INT 0 R M T T I 0�\I - C- T 1 -- -- -- - w SITE NO: ALBERTSON MARINE I � -�_�-�- _ - _ _I�- 61405 MAIN ROAD �` }-- - j ----- { ---�C w SOUTHOLD, NY 11971 (0) SUFFOLK COUNTY 201-011± SITE TYPE: _-- _ _-- _-- _ - -- _ -� L- 150'-0" CONCEALMENT POLE � I PROPOSED VERIZON WIRELESS 42" TALL HANDRAIL PROPOSED VERIZON WIRELESS WORK LIGHT 1 T - �"'—T �` COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED (TYP OF 2) (SEE DETAIL 6, SHEET Z-12) E E E ®— E \' E THIS DRAWING AND ALL THE INFOFPJATIO'J CONTAINED HfRE1h IS poRTvasDr.oNTRASTFoNED OP ao WHOM AR Iv FOP, WHOM— THIS T \ DRAWING MA) NOT BE COPIED, REUSED, DISCLOSED, /�/ \ \ DISTRIBUTED OR RELIED UPON FOP AN'f OTHER PHRPOSE WITHOUT THE EXPRESS WRITTEN CONSEIJT OF AZIMUTH LJ ENGINEERING P.C., L'-(-. PROPOSED VERIZON WIRELESS UNDERGROUND SHEf-T TITLE: PROPOSED VERIZON WIRELESS POWER & TELCO _POWER & TELCO CONDUIT ROUTED FROM UTILITY T CABINETS MOUNTED ON PROPOSED HANDRAIL POLE TO TRANSFORMER & MESA CABINET EQUIPMENT PLAN (SEE DETAIL I & 2, SHEET Z-12) O 2 0 2 SHELF NIJVHE ,: W 1 EQUIPMENT PLAN GRAPHIC SCALE 5 5 „ _ , " „ " m SCALE:3/4 - 1-0 FOR 22 x34 DRAWINGS -09 -- (IN FEET) SCALE:3/8" = 1'-0"FOR 11"x17"DRAWINGS S d PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA N MOUNTED WITHIN CONCEALMENT POLE __MOUNTED WITHIN CONCEALMENT POLE F_(TYP OF 2 PER SECTOR, 6 TOTAL) (TYP OF 2 PER SECTOR, 6 TOTAL) c ` (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) \G� \G) PROPOSED CONCEALMENT POLE ANTENNA PROPOSED PROPOSED CONCEALMENT POLE ANTENNA 9, MOUNT (COMMSCOPE PART NO. MTC37319) �\�s MOUNT (COMMSCOPE PART NO. MTC37319) F_(TYP OF 2 PER SECTOR, 4 TOTAL) �% F (TYP OF 2 PER SECTOR, 4 TOTAL) PROPOSED TRILEXER (TYP OF I PER SECTOR, (SEE DETAIL 5, SHEET Z-15) G (SEE DETAIL 5, SHEET Z-15) 3 TOTAL) (SEE DETAIL 6, SHEET Z-15) PROPOSED 40" DIA. PROPOSED 40" DIA ® PROPOSED 40" DIA. ® MULTI-SECTION-MULTI-SIDED - 'tO 'C�� RADOME CONCEALMENT POLE \ ` MULTI-SECTION-MULTI-SIDED �� �G\� MULTI-SECTION-MULTI-SIDED—� G RADOME CONCEALMENT POLE Q P RADOME CONCEALMENT POLE `� :., Q F I-IT TL)�'4 ERS LP v`j�`� F.55 {7! mUrG31^rt5 fr`rd�trrt rExpels P P �6p° P `` C I C2 PROPOSED 6"0 /' PROPOSED 6"0 MAIN PIPE MAST AIN PIPE MAST----- A2 � \ A2 AlI 4 SOUTH B2al you PRnTECT YOUPSE!F PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA \ , ALL STATES REQUIRE NOTIFICATION OF MOUNTED WITHIN CONCEALMENT POLE _) MOUNTED WITHIN CONCEALMENT POLE -- - ExPFEAAr?NG TO CI TLFR THE'EARTH^''" PROPOSED 6"0 MAIN PIPE MAST— SURFACE ANYWHERE IN ANY STATE (TYP OF 2 PER SECTOR, 6 TOTAL) (TYP OF 2 PER SECTOR, 6 TOTAL) Knowwhat'sbelow. (SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) Cal before you dig. FOR STATE SPECIFIC DIRECT PHONE NW.IBERS VISIT: WWW CAL 1-811.COt,1 PROPOSED VERIZON WIRELESS ANTENNA , PROPOSED VERIZON WIRELESS ANTENNA MOUNTED WITHIN CONCEALMENT POLE �- MOUNTED WITHIN CONCEALMENT POLE , ALE: DRAWI, �,: HE "E �' (TYP OF 2 PER SECTOR, ) O: (TYP OF 2 PER SECTOR, 6 TOTAL) 6 TOTAL O�,J� AS SHOWN WAS KM (SEE ANTENNA SCHEDULE ON THIS SHEET) C-3 ANTENNA SCHEDULE ON THIS SHEET) �Po/ 13 01/02/24 REVISED PER COMMENTS JCM JWS `(' 12 12/27/23 REVISED PER COMMENTS JCM JWS I 1 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 LDRA M JWS 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 146'-1" A.G.L. GRAN EETALE N.T.S. 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 141'-2" A.G.L. G (INFEETALE 3 VERIZON DIPLEXER PLAN BELOW ANTENNAS GRAPHIC SCALE N.T.S. REV DATE DESCRIPTION WN CHECKED N.T.S. (IN FEET) Y BY KEIV_ED !AN 0 2024 �F NE�.,'�A c� �►`! K �,oumold Town Planning Board a r_ A Z5 r4 T sc-T v �6.� J O W YORK ENSED PROFESSIONAL ENGINEER- ICENSE NUMBER:095374-1 PROPOSED ANTENNA AND RRU CONFIGURATION IT IS: A VIOLATION of LAW FOR ANY PEFSOrJ, ANTENNA UIJLESS THEY ARE ACTIrJG UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIOPIAL ENCIPJEER, To ALTER THIS DOCUMENT. PROPOSED ANTENNA ANTENNA HEIGHT WIDTH DEPTH WEIGHT FACE AREA ANTENNA ANT. CL. RRU SITE INF-OF\MATRON SECTOR QUANTITY CONFIGURATION STATUS (IN) (IN) (IN) (Ibs) (S.F.) AZIMUTH ELEV. (FT) CONFIGURATION STATUS SITE NO: ALBERTSON MARINE a Al 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 60' RRH B2/B66a NEW 61405 MAIN ROAD a RRH B5/B13 SOUTHOLD, NY 11971 a A2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 60' RT-8808-77A N EW SUFFOLK COUNTY B1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 220' RRH B2/B66a N EW SITE TYPE: tRRH B5/B13 150'-0" CONCEALMENT POLE B2 1 MX06F IT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 220' N EW RT-8808-77A COPYRIGHT©2023,A7IMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED a C1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 330' RRH B2/B66a NEW THIS DRAWING AND ALL THE IIJBY THE TY FOR "ERTH IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WOKE WAS CONTRACTED OP. TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, RRH BS/B13 DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPn E L-1 2WITHOUT THE EXPRESS WRITTEN CONSEPJT OF AZIMUTH C2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 330' N EW EfIGINEEPHIG P.C., LLC. N RT-8808-77A w ',--HELI DALE: CL ANTENNA PLANS & ANTENNA SCHEDULE SHEET WVBER: w -10 Q 4'-O„ TOP OF PROPOSED FIRE PROPOSED FIRE DISTRICT - DISTRICT WHIP ANTENNAS;-b ANTENNA MOUNTED AT TOP OF EL = 164'-10" ± A.G.L. J CONCEALMENT POLE (TYP OF 1)��� " �.I (SEE SHEET Z-16) r� i PROPOSED T-0" = TALL PIPE MOUNT (TYP OF 2) PROPOSED FIRE DISTRICT EQUIPMENT (SEE SHEET Z-16) -SII III'I TOP OF PROPOSED 5 TOP DIAMETER OF RADOME CONCEALMENT POLE: MULTI-SECTION MULTI-SIDED-- EL = 150'-0" CONCEALMENT POLE = 401f \ \ Eui- T( yr—,ps ISI' PROPOSED VERIZON WIRELESS ANTENNA I ahoTclnfrast"i'tureExpr-'s _ PROPOSED ANTEN_N�A _ MOUNTED WITHIN CONCEALMENT POLE I II ICENTERLINE - 146'-I" ± A.G.L. (TYP OF 2 PER SECTOR, 6 TOTAL) I - (SEE DETAIL I, SHEET Z-14) \ I I A \ ,F 17 I PER SECTOR �� it I I I PROPOSED TRIPLEXER TO II ( 3 TOTAL) I I I _ PROPOSED ANTENNA__ (SEE DETAIL 5, SHEET Z-15)-� CENTERLINE = 141'-2" ± A.G.L. SOUTHOLD II I I II � BOTTOM OF ANTENNA SECTION n. EL = 138'-0" ± A.G.L. 0 �` :. I _ III II FUTURE ANTENNA III III CENTERLINE = 132'-0" ± A.G.L. I ;I III II I ,BOTTOM OF ANTENNA SECTION EL = 126'-0" ± A.G.L. 0 o P�E�REQ IR�ATFA.� IRE S �, „F ECgVATORS. CEi,6NCPs, ORANY R d PREFAF'f'G TO OISTi iF.'B THE EARTH'S LU I, N SURFACE ANYWHERE IN ANY STATE Know what's below. cl- I', Z Call before you dig. `�II FOR STATE SPECIFIC DIRECT PHOIJE NUMBERS L II o U Z FUTURE ANTENNA VISIT: wwv.cALLaII.coM O CENTERLINE = 120'-0" ± A.G.L. N — _ ALt: DRAWN BY: CHECKED By. III II I'I I OU AS SHOWN WAS JKM 11' itN NOTE: 0� 13 01/02/24 REVISED PER COMMENTS JCM JWS BOTTOM OF ANTENNA SECTION II ALL VERTICAL RUNS OF FEEDLINES SHALL BE 12 12/27/23 REVISED PER COMMENTS JCM )ws ``AVEL = 11,41-0" ± A.G.L. I ��- INSTALLED WITHIN THE CONCEALMENT 11 11/28/23 REVISED PER COMMENTS JCM Jws POLE SHAFT AND ALL ACCESS PORTS SHALL m LBE SEALED TO PREVENT WILDLIFE ACCESS._ 10 1 08/30/23 REVISED PER COMMENTS JCM Jws III 9 06/15/23 REVISED PER COMMENTS JRF JWS • itII � I - ! 18 05/18/23 REVISED PER COMMENTS JCM JWS FUTURE ANTENNA �I 7 05/05/23 REVISED PER COMMENTS JRF JWS PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON I h ! li I i - - - ;-;, - --- CENTERLINE = 108-0 ± A.G.L. 6 04/13/23 REVISED PER COMMENTS JRF Jws PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) II I� 111 \ 15 01/03/23 CLIENT COMMENTS JCM JWS REV DATE DESCRIPTION DRAWN CHECKED PROPOSED FIRE DISTRICT CABLES ROUTED BY BY _®'-.BOTTOM OF ANTENNA SECTION \ WITHIN CONCEALMENT POLE TO FIRE _FEL = 102'-0" ± A.G.L. DISTRICT ANTENNAS (TYP OF I) I RECEIVEDGoo N III - - - -- - - - 4 � l I II I' FUTURE ANTEN_NA� JAN 0 8 2024 r CENTERLINE = 96'-0" ± A.G.L. Southola Town it I' 'I 'III PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON Planning Board r I II!I II II / PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) 4., BOTTOM OF ANTENNA SECTION / PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT (TYP OF 3 PER SECTOR, 9 EL = 90'-0"±A.G.L. E TOTAL) (SEE DETAIL 2, SHEET Z-14), E=M . ON fEw YO LICENSED PROFESSIONAL DIPLEXER (TYP OF I PER SECTOR, 3 TOTAL) (SEE DETAIL 6, SHEET Z-15) & TRIPLEXER ENGINEER-LICENSE NUMBER:095374-I III I,, III , ' (TYP. OF I PER SECTOR, 3 TOTAL) FOR MOUNTING (SEE DETAIL 2, SHEET Z-15) III I / IT IS A VIOLATION OF LAW FOR APIY PERSON, / FUTURE ANTENNA UNLESS THEY ARE ACTING UFIDER THE DIRECTIOPI - — -- — — — — OF THE RESPOIJSIBLE LICENSED PROFESSIOHA'I BASE DIAMETER OF RADOME I II I I ' I � / CENTERLINE = 84'-0" ± A.G.L. ENGINEER., TO ALTER THIS DOCUMENT. MULTI-SECTION MULTI-SIDED—�, Iil CONCEALMENT POLE - 40" I' II / _ ALL ACCESS PORTS FOR CABLING TO BE SEALED TO PREVENT WILDLIFE ACCESS SITE C ��R M A T O N -'I _-PROPOSED MESA CABINET (BY ELITE) SITE NO: ALBERTSON MARINE TOP OF BASE POLE BOTTOM OF ANTENNA SECTION PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON 4'-0" x 61-091 ®® - - EL = 78'-0" ± A.G.L. `��'EL = 78'-0"_+ A.G.L. % -- - - / ELEVATED EQUIPMENT PLATFORM (SEE SHEET Z-16) 61405 MAIN ROAD PROPOSED VERIZON WIRELESS CABLE BRIDGE �� �� PROPOSED VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET (BY ELITE) SOUTHOLD, NY 11971 (NOT TO EXCEED IT-10" A.G.L.) �' (SEE DETAIL 4, SHEET Z-14) i / -PROPOSED MULTI METER-METER PACK WITH DISCONNECT (BY ELITE) SUFFOLK COUNTY PROPOSED VERIZON WIRELESS STEEL / I i'/ PROPOSED 8'-0" X I 0-0 PREFABRICATED EQUIPMENT PLATFORM WITH HANDRAIL SITE TYPE CANOPY (ABOVE) / KIT ELEVATED Y ABOVE GRADE ON CONCRETE PIERS • ,� • TOP OF VERIZON WIRELESS GPS UNIT I , 150.0 CONCEALMENT POLE 13'-6" ± A.G.L. PROPOSED VERIZON WIRELESS GPS / (SEE DETAILS 1 &2, SHEET Z-17) ANTENNA MOUNTED ON PROPOSED— TOP OF CHAIN LINK PENSEE;. TOP OF VERIZON WIRELESS STEEL CANOPYCANOPY (SEE DETAIL 3, SHEET Z-15) - __--- -- =-_ a CD FINISHED GRADE- MATCH SLOPE THICKNESS FINISHED GRADE- MATCH SLOPE THICKNESS 2'-011± - EXISTING GRADE - I AND MATERIAL OF EXISTING CONDITIONS-- AND MATERIAL OF EXISTING CONDITIONS-- - - Lq 1T=T_ T 1TT �TT== OR AS DIRECTED BY THE ENGINEER OR AS DIRECTED BY THE ENGINEER —� I ' _ I M I I _I tTl I;-III— =1 111 1 -,I 0 T-4„ 2'-411 'WARN I NG TAPE---\ - --- - WARNING TAPE-- -- ---- —— --- --- ---- o 0 0 _. -- - - -- I. o 0 0 o �_ WARNING PE TA o AZIMUTI - IN Eo a o 0 o --------TRENCH . . E R , � . I X ! = o 0 0 _ T - - _ - COMPACT FILL (90%) OR�- AS PER UTILITY COMPANY Z _ __ __ _UNDISTURBED SOIL :o ZUNDISTURBED SOIL Q -- --- - - - _= ( REQUIREMENTS N -- N11= ELITE TOWERSLP wiaeles5 Commu* ion&Infsastructute ExWs - -- _ - CLEAN FILL (COMPACTED � CLEAN FILL (COMPACTED ( 111 , - - - ) ) o 0 0 ---- ------ - --- I_ IN 12" CONTROLLED LIFTS IN 12" CONTROLLED LIFTS 1= ( p a � -- 6„ 6.. _ ,, -- 6.. � = r o = = -UNDISTURBED SOIL ,. _ll I I MIN MIN MIN MIN = 0 0 0 0 — - - o o � r _ "o --CLEAN SAND CLEAN SAND _ .r - -(1) 2 PVC ELECTRIC CONDUIT - = � 4"0 SCH 40 TELCO CONDUIT � ` CLEAN SAND SUITABLE III �E -- I --- - �T , -(2) 4 PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE) -- ,� FOR CONDUIT BEDDING --(1) 2 PVC TELCO CONDUIT MIN NOTE: NOTE: \�--(2) 4" PVC TELCO CONDUIT �---2"O SCH 40 PVC ELECTRIC CONDUIT � NOTE: verizonl/ 1. MINIMUM SEPARATION PER TELCO AND 1. MINIMUM SEPARATION PER TELCO AND UTILITY COMPANY REQUIREMENTS. UTILITY COMPANY REQUIREMENTS. I. IF FREE OR ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. ,� zo PROTECT YoursELE 2. IF NOT, PROVIDE CLEAN, COMPATIBLE MATERIAL. COMPACT IN 8 LIFTS. REMOVE ANY LARGE STATES RED, Y NOTE ELF EXCAVATORS DE GKERS, OR AN( PERSON DEMARC TO SHELTER TRENCHINGDETAIL GRAPHICSCALEN.T.S. 2 SOURCE TO DEMARC TRENCHING DETAIL GRAPHICSCALEN.T.S. ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/GPREPARING ANMN[T TERN ANY STAT (IN FEET) _ - (IN FEET) UTILITIES PRIOR TO DIGGING. -- - ---- ------ --- - --- -- - - -- Know what's below. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE, CONTRACTOR SHALL HAND DIG U/G Call before you dig. MATCH EXISTING TRENCHING. I---OR STATE SPF IFIL DIRECT P ONE, NUMBERS EXISTING MATERIAL & GRADE RIGID STEEL CONDUIT RIGID STEEL v '1: WWW C`LI_81 COM -- CONDUIT PLUG SCALL DRAWN BY- CIIFCKD BY: GRADE \ EXPANSION COUPLING _ GRAPHIC SCALE AS SHOWN WAS JKM 3 JOINT SERVICE TRENCH DETAIL N.T.S. } (IN FEET) 7 -- - T 13 01/02/24 REVISED PER COMMENTS JCM JWS III- CI- CLEAN BANK RUN GRAVEL. :o ­--GRADE 12 12/27/23 REVISED PER COMMENTS JCM JWS _f I" BACKFILL WITH NO STONES jL 11 11/28/23 REVISED PER COMMENTS JCM JWS N �LI1 GREATER THAN 6". COMPACT TO 95/ MODIFIED PROCTOR. /y%/` w�/ i/ %�� ��� 10 08/30/23 REVISED PER COMMENTS JCM JWS -Jan-03 9 06/15/23 REVISED PER COMMENTS JRF JWS YELLOW WARNING TAPE RAS P 1/1 8 05/18/23 REVISED PER COMMENTS JCM JW$ MARKED "CAUTION - GAS MAIN" - -6" WIDE UTILITY WARNING TAPE 7 05/05/23 REVISED PER COMMENTS RF WS slim1 2y,�+�If2t�11 Di'-1 a,ies Luminaire Wafts 1J J 6 04/13/23 REVISED PER COMMENTS JRF JWS RAS LIGHTING INC- Ballast/Driver Factor 1.00 ---TRACER WIRE SEE NOTE #3 �. ( ) IItAfi2gYf0IQ 5 01/03/23 CLIENT COMMENTS JCM JWS __1]==1 __r=1 _ -� n \ -- ." -- ---- - 1 Single(Poletop,Yolk, Bollard) Light Loss Factor 0 DRAWN CHECKED — III—IIr=_1) -_-I ISI MINIMUM 1.5 I.D. PE PIPE - r REV DATE DESCRIPTION BY BY I _ 2'-0" Total Proration Factor 1.00 NOTE: C� - RIGID STEEL CONDUIT---- Luminaire Lumens 2006 Inns I. ALL EXCAVATION SHALL BE HAND EXCAVATION ONLY. RIGID STEEL TO PVC ADAPTER---'/// DAPTER- PVC PIPENEkl2. PE PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. NOTE_ ft RECEIVE® n� ' " � 3. A YELLOW INSULATED COPPER TRACER WIRE SHALL BE INSTALL ADJACENT TO �_ ����� �. -� UNDERGROUND NON-METALLIC PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIREJAN 0 8 2024 ` I. IF COMBINATION METAL AND PVC CONDUIT RUIN IS INSTALLED E.C. SHALL BOND METAL � - OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE CONDUIT TO SERVICE PANEL. Southo-ld Town NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL NOT BE LESS THAN 18 AWG AND THEPlanning Board ; ; 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 4. SPLICE BETWEEN STEEL GAS PIPE & PE PIPE TO BE THREADED. - ° - - S{�r� ARE C E GAS TRENCHING DETAIL GRAPHIC SCALE N.T.S. 5 AL - i GRAPHIC SCALE WW YORK ENSED PROFESSIONAL 4 -_ _ _ _ _ - __ (IN FEET) TYPIC UNDERGROUND CONDUIT STUB UP - --- ---------- ------ - - - --- (IN FEET) N•T•S• s � �'� ��� % r�� k���r - °L CENSE NUMBER:095374-I ENGINEER D 2G NOTE: f IT 1S A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL I. LIGHT FIXTURE MUST BE DARK SKY COMPLIANT. N j ENGINEER, TO ALTER THIS DOCUMENT. 2. LIGHTS MUST BE SHIELDED DOWNWARD, NOT �..: �...... ..__... �� ; rR �r �. �i i �� L_� M A TI ODJ ILLUMINATING OR GLARING OFFSITE. � t ���� � ��� � SITE NO: ALBERTSON MARINE 3. LIGHT WILL BE SWITCH-ENABLED NOT MOTION � �� � w .�rt _ . �., ���� �� SENSORED. THE SWITCH WILL ALSO HAVE A TIMER TO 61405 MAIN ROAD � � , � it � s � ) � . PREVENT THE LIGHT BEING LEFT ON WHEN NOT NEEDED. , SOUTHOLD, NY 11971 y t { a R SUFFOLK COUNTY LIGHTING FIXTURE SCHEDULE ---- - --.- -—. -- -- - 1-- ---- - - T- -- - ---- -' -- - SITE TYPE. MFG. & CAT. NO. I FIX. WATT � LAMP TYPE NO. LAMP / WATT FINISH MOUNTING/HT. 150'-0" CONCEALMENT POLE --- --- ---'- - . @---. ------ - - ---- I I0 A.G.L. RAB LIGHTING - SLIM I2Y � 12 LED I BRONZE POST MTD , _-_ -___--- ----- _____- -- -- - - ------ _.-. - --- - --- -- - -- -- -- -------- ----- ------- -- ------- - - COPYRIGHT©2023> AZIMUTH ENGINEERING P.C. LLC ALL LIGHTING FIXTURE REQUIREMENTSRIGHTS RESERVED PHIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTH- - ------- - -- ------- — -- -- ---- - -- --- - ----- Min: O.OS fc Avg: 1. 1aac: 8.2 fC THE WORKOWASDFOR USE CONNTTRACTEDNOR BY WHOM PARTYIT S CERTIFIED.DM THIS - I CODE SECTION I DESCRIPTION REQUIRED PROPOSED DRAWING MAY NOT BE PONIED, REUSED,O DER PURPOSE DISTRIBUTED OR RELIED UPON FOR ANY OTHER P P Max/Avg: + E UR THE — ---- ------ -- - --- ----- _. ------- -- --- -- --- - ----- - - - - - ----- ---"----- Avg 9"in: a�1`,1 jn ��`# WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ENGINEERING P.C., LLC. 172-5(B)(1) 2 1 PER CARRIER TO BE USED AS NEEDED § NUMBER OF FIXTURES - ( ) 01 .05 FOOTCANDLES AT COMPLIES PER THE LIGHTING LAYOUT S EE I TT-E: §172-5(C)(I) MAX. ILLUMINANCE RESIDENTIAL PROPERTY LINE PROVIDED BY MANUFACTURER a" , . 72Ciz€•�Q2aughrl"� � .1 . --- - - -- ------ -------- - - - - ---- ------- ---- — - -- - -- CONSTRUCTION DETAILS - 1 _- §172-5(C)(3) MAX. TEMPERATURE 3,000 KELVIN MAX 3,000 KELVIN o ----- ---- --- - --- sEEET NIJIEIBET: LLI6 TIMED LIGHT & OUTLET DETAIL GRAPHIC SCALE N•T.S. Z-12 — — -------------- (IN FEET) rt r 3/8"0 TRUSS ROD WITH HEAVY-DUTY GALV. LOCKABLE, TURNBUCKLE AT GATE ONLY DOUBLE GATE LATCH VARIES 12'-0" GATE OPENING % io' -o" MAX I VERIFY WITH SITE -PLAN TYPICAL CHAIN LINK FENCE NOTE_ � ' 11/4 GATE FRAME S l y -- --- -- - --- — --- y f f ff r17 ro s r'+ q Y� p d,._ f,.V ,..._;3 -T - \ / - ----- __-- I. GATE POST CORNER TERMINAL OR PULL POST 2 1/2"0 SCHEDULE 40 FOR GATE -" � WIDTHS UP THROUGH 4 FEET PER ASTM-F1083. \ , X, A --I I/4" TOP RAIL ' 2 a "x2„ - 9GA. FENCE FABRIC '' 2 1/2” CORNER POST 2. LINE POST: 2"0 SCHEDULE 40 PIPE PER ASTM-F 1083. 1 5/8"0 3. GATE FRAME: I i/2 Q3 SCHEDULE 40 PER ASTM-F1083. E LITF: OV, ERS LP _ r^Jere!eSSCtm.runr.atr�=_,{n*ast*u ruraExpels LATCH ROD , _ z Z ____ 2 1/2" GATE POST ---3/16" x 3/4" STRETCHER BAR `'' -- 2" INTERMEDIATE POST ---- - --- AT CORNER AND GATE POSTS 4. TOP RAIL & BRACE RAIL: 1 1/2"Qs SCHEDULE 40 PER ASTM-F1083 11 5. FABRIC" 12-GAUGE CORE WIRE SIZE 2-INCH MESH, CONFORMING TO ASTM-A392 � V NO GAP BETWEEN FINISH =, 1/2 CROWN FOR DRAINAGE 11 \ i" GRADE AND FENCE FABRIC ( . 2:1 SLOPE MAX 6. TIE WIRE: MINIMUM I I-GAUGE GALV. STEEL AT POSTS AND RAILS A SINGLE WRAP , .; m' SII MIN OF FABRIC TIE AND AT TENSION WIRE BY HOG WITH FABRIC 14-GAUGE, SOUTHOLD _ 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCH CENTERS (BLACK) "":'""""` c --- - -- --- — --- --- 1 .... FIL —— -- — -- — C Z 1=1 °I =1 -I 1=1 1= `_° 7. TENSION WIRE: 7-GAUGE GALV, STEEL. STONE OVER 8. GATE LATCH: DROP DOWN LOCKABLE FORK LATCH AND LOCK, KEYED ALIKE GEOTEXTILE FABRIC I'-0" Q� TIRE AT END OF ° ° � FOR ALL SITES IN A GIVEN MTA. Z SWING GATE (TYP OF 2) Q 3:1 SLOPE MAX ° M ! � Z "' (9 1 ° I 6"0 x 18" DEEP CONCRETE I w Q U_ I II 11= �#7 GA. TENSION WIRE, 9. HEIGHT = 12FT VERTICAL. -1 CONTINUOUS FOOTING WITH I I/4" PIPE L7 _ 10. ALL FENCE COMPONEN SLEEVE 6" LONG m O III_ TS SHALL BE BLACK VINYL COATED INCLUDING CHAIN 0- _r _ -1=-1 LINK FENCING. 10"0 CONCRETE � Q N O FOOTING ILII SOIL FOR 12"0 CONCRETE FOOTING IN SOIL BRAIDED COPPER GROUND STRAP, 2 PL � Z � 11. GREEN PRIVACY SLATS ON ENTIRE FENCE PROTECT YOURSELF FOR GATE AND CORNER POSTS (SEE GROUNDING SPECIFICATIONS) �- `� Z Qil AL[ STATES REOU'PE NOTIFICATION OF EXCAVATORS, DESIGiJERS, OP ANY PERSON INTERMEDIATE POSTS PRCPAR�NG TO DISTURB THE EARTHS Q SURFACE ArJ,'WHERE IN AM STATE Know .what's below. NOTE: RECEIVED Cal I before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBEF:' FINAL DETAILING FOR FENCE AND JAN 0 8 2024 VISIT: WWW.CALL8ILCOM SCALE: DRAWrl Bi- CHELP ED L i FENCE FOUNDATION WILL BE Southold Town AS SHOWN WAS KM INCLUDED WITH THE CDS. Planning Board 13 01/02/24 REVISED PER COMMENTS JCM JWS 1 FENCE 1Sz ACCESS GATE DETAIL GRAPHIC SCALES T N• • • 12 12/27/23 REVISED PER COMMENTS JCM JwS (IN FEET) —_ 11 11/28/23 REVISED PER COMMENTS JCM JWS NOTE: 10 08/30/23 REVISED PER COMMENTS JCM JWS x-3/4" GRAVEL STONE 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS JCM JWS OR P2558-35 (GALV.) (TYPICAL) FOLLOW (STRUT PIPE / CONDUIT CLAMP PI 119 CABINET TO BE INSTALLED ON H-FRAME I 3/4 " CRUSHED STONE 7 05/05/23 REVISED PER COMMENTS JRF JwS _ PER MANUFACTURER'S SPECIFICATIONS TO rI Z E ASTM C33, SIZE NO. 57 6 04/13/23 REVISED PER COMMENTS JRF JWS /—MANUFACTURERS RECOMMENDATIONS BE ELEVATED ABOVE FLOOD ELEVATION FOR BOLT TORQUE _� _ 5 01/03/23 CLIENT COMMENTS jCM jwS 3 1/2O.D. POST ;�v \� I DRBAIWN CHECKED t REV DATE DESCRIPTION 000000{ 0000OCOOOri 00000O0OC 00 ( � 1 n 3"0 RGS CONDUIT (GALV. (TCP) -- �,®F NEJ\41-011 WEED BARRIER "TYPER" X \" /METER BANK 'MA' II _, COMPACTED SUBGRADE * ti PROPOSED WATERTIGHT / Ij LANDSCAPE FABRIC OR EQUAL R METER HEAVY DUTY METER- \ NAME PLATE —PIPE CAP TYP - -- - - 4' GRAVEL COMPOUND DETAIL GRAPHIC SCALE .. r SOCKET COVER �r—(�P) ( ) — (IN FEET) N.T.S. .a . AN cKE&N 0 m m U �,\LU EW YO K LICENSED PROFESSIONAL - ENGINEER- LICENSE NUMBER:095374-I w O C3] CONCRETE CAP �AA1 FRONT VIEW � IT i, A VIOLATION of LAW FOR ArIY PERsoIv, O �M) MAIN (� \ _ SIDE VIEW UNLESS THEY ARE ACTII\J' UrIDEP THE DIRECTIOfJ — C ] TERMINAL N3 - --\�----UNISTRUT P 85.37" _ 6"0 SCHEDULE PEDUIPE WITH YELLOW - — --�40 CARBON OF THE RE r�, TO AE ucENSED PROFEssInNAL � Ef!;;INEER, TO ALTER. THIS Dn�UP,�EP!T. SECTION 5000 (GALV.) - 30.94" SLEEVE FILLED WITH CONCRETE T� I f� ,,I �- -� FORMATI _ � , . SITE NO: ALBERTSON MARINE i -- I GRADE, PAVEMENT OR `n 61405 MAIN ROAD /�y�. FINISHED GRADE UTHOLD, NY 11971 00 SO %,; �i;/ j\ ; /, ;I i . �- --- SUFFOLK COU ` / \ / _ _ NTY 7';; � �71 Ln — — _ _ - �� SITE TYPE: M 1 °° 11 ° I T— %0 150'-0" CONCEALMENT POLE _ - - - - - - _ 4,000 PSI( )-- Z o _ CONCRETE FOOTING , ° a �- II o Cp COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL C4 — RIGHTS RESERVED THIS DRAWIrdC AND ALL THE INFORMATION CONTAINFD HEREIN IS i" AUTHORIZED FOR USE ONLY BY THE PAPTY FOR WHOM THE —� —_ 1— WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS -- 1'-0" DI DReUTEDNG MA ' OR RELI-DOT (PON FORREUSED, OTHERCPUPPO_E W 12"0 PLAIN CONCRETE PIER ` — NJITHOUT THE EXPRESS WRITTE{•! COfISENT OF AZIMUTH (4,000 PSI CONCRETE) MESA PER-INSTALLED MIN EN�INEERING P.C., LLC. N NOTE: DISTRIBUTION PANEL PLAN VIEW SHEET TITLE: 1. MOUNT METER BANK AND MAIN LUGS SECTION PER z MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. CONSTRUCTION DETAILS - 2 SHEET iJU�IBE ': w 2 MULTI POWER METER BANK MOUNTING DETAIL GRAPHIC SCALE 3 MESA CABINET DETAIL N.T.S. 5 BOLLARD DETAIL Z-13 L N.T.S. GRAPHIC SCALE ____ ______ (IN FEET) (IN FEET) GRAPHIC SCALE -- ---- — -- N.T.S. — —___ (IN FEET) NII.6I 4.53 12.2 WITHOUT FINGER WITH FINGER WITHOUT FINGER WITH FINGER - ' N _ 10.7 GUARDS GUARDS GUARDS GUARDS RECEIVED yy , L S 5" -.a " , . r ..<., JAN 0 $ 2024 r m . l 7, :. Planning Board n . ad 11 M U c> r a' w *w <......aw , C IIEI n RC.93g t WI tow View] fT'p Vel01 5 "v X 1' �.� �� ATE TW . • "J11Csr51a ta#iai tnrstru aar Exile F M ars ` it r r R I ti r i f 1' : a O Ln ,r. 4. I t. 1 F I I i i I i r 1 , ( I, w � I, , I 1 II I I ; cV cV 4 M to nSOUTHOW I 14.96" 8.6 , I . . x. I «. i *Rod 0 w FIFrOM V110W,I W"* I I , I W ■ I fFnW*WOW! verizonit --------------- r.Y > y F F a` Nf „r` PROTECT YOURSELF , 3p ALL STATES REQUIRE NOTIFICATION OF t.r '_ ' •rr;"- : ,-�„,'. .��,_. �''S3`dW o EXCAVATORS, DESIGNERS, OR ANY PERSON ' _ ,� PREPARING ANYWHERE DISTURB ANY STHE TATES WEIGHT— a, 59.52 LB F t u Know what's below. , SAMSUNG RT-8808-77A Cal before you r s` REMOTE RADIO HEAD FOR STATE SPECIFIC DIRECT PHONE NUI,IBI-R moftall vi - (Bottom �,r VISIT: WWWCALL811.00M [Bottom Viewl Viewteoftomviewl ---- - - --- ------ -----___ NOT TO SCALE _ _E _ Dr,avvN eY. HFCHF1> HY AS SHOWN WAS JKM M j __-___—j 111' SAMSUNG - B5/B13 RRH - BR04C RFVO lU-D2A SAMSUNG - B2 B66A RRH BR049 RFVO lU-D 1A 13 01/02/24 REVISED PER COMMENTS JCM JWS _-.-- _.___/ / 12 12/27/23 REVISED PER COMMENTS JCM JWS WEIGHT 26.5 LBS WEIGHT 94 LBS HEIGHT: 15.4911 HEIGHT: 15.49 it NOTES: II 11/28/23 REVISED PER COMMENTS JCM JWS ANTENNA FACE AREA= 2.58 SQ. FT. ANTENNA FACE AREA= 4.45 SQ. FT, 10 08/30/23 REVISED PER COMMENTS JCM JWS IMA WIRELESS- MX08FIT265 NOTES: JMA WIRELESS - MX06FIT465 �� �� ----- - - ---- I WIDTH: 15.88 WIDTH: 15.88 I. RRH MODELS SUBJECT TO CHANGE 9 06/15/23 REVISED PER COMMENTS JRF JWS I. DIMENSIONS SUBJECT TO CHANGE DEPTH: 10.03" DEPTH: 11 .93 BASED UPON AVAILABILITY AT 8 05/18/23 REVISED PER COMMENTS JcM JWS BASED UPON AVAILABILITY AT p TIME OF CONSTRUCTION. 7 WEIGHT: 70.3 LBS (W/O SOLAR SHIELD &FINGER GUARD) WEIGHT: 04.4 LBS (W/O SOLAR SHIELD FINGER GUARD) 05/05/23 REVISED PER COMMENTS JRF Jws TIME OF CONSTRUCTION 6 04/13/23 REVISED PER COMMENTS JRF JWS GRAPHIC SC LE GRAPHIC SCALE 5 01/03/23 CLIENT COMMENTS JCM JWS 1 ANTENNA DETAILS (IN N.T.S. 2 RRH DETAILS N.T.S. DRAWN CHECKED - -- (IN FEET) REV DATE DESCRIPTION — -___— --- - BY BY NOTES: I POST CAP (TYP) I. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS RECOMMENDATIONS AND VERIZON STANDARDS. 0 --- -- w HEAVY DUTY 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. `, ��� K _ Z __ GRIP-STRUT wT-O" WIDE 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. — 4 J _ c' 3.35 8.98" w WAVEG U I DE --- -- -- — -- --- �. _I7I` cEON O = z CROWN EACH NEW YOR LENSED PROFESSIONAL J FOOTING 2" A.F.G. _ _____ ENGINEER- LICENSE NUMBER:095374-1 Z ( O 0 O IT IS A VIOLATION OF LAW FOR ANY PERSON, FINISHED_GRADEUNLESS THEY ARE ACTING UNDER THE DIRECTION 0 000 00 00 0°00 00O � O OF THE RESPONSIBLE LICENSED PROFESSIONAL Q0 C) Oo Q 00 0i:7 P �5 ENGINEER, TO ALTER THIS DOCUMENT. 00oD o 0o � q0 M -111 o �� , SITE INFORMATION , —III— III Ln SITE NO: ALBERTSON MARINE III=III III--- COMPACTED O — III I SUBGRADE J , ® OY 61405 MAIN ROAD _CONCRETE 1 O — FOOTING (4,000 PSI) SOUTHOLD, NY 11971 NOTES: @0@) SUFFOLK COUNTY Q O O O O —� I. CABLE BRIDGE SHALL BE SITEPRO I GRIP STRUT TRANSMISSION LINE ILFSITE TYPE: BRIDGE KIT (PART NO. I B24D-216T3) OR APPROVED EQUAL. _ 150'-0" CONCEALMENT POLE 2. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SIDE VIEW FRONT VIEW 3. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL CABLE COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED BRIDGE COMPONENTS. THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS TRIPLEXER AUTHORIZED UTHORIZ DCFORRUSE ONOR BY WHOM PARTY IS GFOR ER WHOM THE THIS 4. WORK SNAP-IN HANGERS, SPLICE KITS, HINGE KITS, EXTENSION KITS, DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, STIFFENERS, AND OTHERS MISCELLANEOUS HARDWARE SHALL BE MANUFACTURER: RFS DIISTRIIBUTEDHORERPR D UPON r1 FOR ANY OT ER PURPOSE MUTH rY PROVIDED BY THE CONTRACTOR AS REQUIRED. ENGINEERING P.C., LLC. 5. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM NOTES: POWER SUPPLY: FD9R6004/IC-3L LL:I BENDING RADIUS OF THE COAXIAL CABLE. ,1 �1 z SHEET TITLE: DIMENSIONS: 4.65 Hx8.98 Wx3.35 D 6. CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC, CONSULT 1. TRIPLEXER MODELS SUBJECT TO MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS CHANGE BASED UPON AVAILABILITY WEIGHT: 10.69 LBS EQUIPMENT DETAILS - I z AT TIME OF CONSTRUCTION. 0 1U S11c FT N(1MBLE Z r] w GRAPHIC SCALE GRAPHIC SCALE -14 M 3 NOT USED 4 CABLE BRIDGE DETAIL (IN FEET) N.T.S. 5 TRIPLEXER DETAIL (IN FEET) N.T.S. - - n NOTES: ,r CSI LIFTER EARS 37.7" I. MOUNT RRH'S AS PER MANUFACTURERS RECOMMENDATIONS. \ 2. CONTRACTOR TO VERIFY THAT RRH CLEARANCE REQUIREMENTS ARE MET. 34.1" 23.8" 32.0" 37.8" I_ 3. JUMPERS & CABLES NOT SHOWN FOR CLARITY RECEIVED �\ 4. RRH'S SHALL BE SPACED A MIN. OF 4" APART ON PROPOSED H-FRAME (- ( O o I JAN 0 8 2024 -- - 1 Southold Town -- GPS ANTENNA \) \\\O -- 00C- ) Planning Board (PROVIDED BY VERIZON WIRELESS- -�- / INSTALLED BY CONTRACTOR) ` - - ¢# PROPOSED RRH'S ,p \ -- , (TYP OF 2 PER SECTOR, 6 TOTAL)----' CABLE ENTRYP� \_ - (-�P \ 1 1/2" O.D. x Y-0" MAX GALV. - - ) - - -- _11T STEEL MOUNTING PIPE � ,5;,�e � � �r a++�� Ir 3 nI �F � - - PROPOSED / / � )�'r., .. _ ,.. .- � ;^ . C) = _ -- - T_:_== _ i / \� PROVIDE APPLICABLE_ EA rs^em., � ct rr•a o T _- T U CABLE ENTRY \ i - \ o HANDRAIL POST \ \ \ / J / PIPE TO PIPE CLAMP \ �� \ II \�-) 1/2"0 GALV. U-BOLT ° °\ \\ COAX GROUND KIT ;:r....f ..• , _ ' „ ° - - - TYP OF 6) CABLE BRIDGE POST/PIPE MAST---\\REVERSIBLE - - - - - - \ - MOUNTING KITS COAX CABLE (AS REQUIRED BY `.► s aµ ANTENNA MANUFACTURER) AA _(0) \� \ ppp��yyyyy `J) G) \ \ ( \\ PROPOSED UNISTRUT \ ;II - `' \ o@\ l: osv° G \! END CAP `' \' 6 AWG GROUND WIRE TO / - CADWELD ON POST OR � . LUG ON GROUND BAR 31.7" 45.5" 34.6" PROPOSED P I OOOT UNISTRUT (TYP) (CUT TO y �� G y G 9 l/-q N- jo ESOF016-ECAOI DC-AIR/DAC �' v9 `,� NOTES: ( ) LENGTH IN FIELD ES0F024-ECx01 CABINET POWER EQUIPMENT PPoTECT YouRSFLF I. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND �, ..> G� c--9 ✓/'' Gov ALL STATES RF�:�UfRE r10TIE'CgTI�N OF " ' S' �' G- CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF e HEIGHT: 72.0 HEIGHT: 72.0 \' F % o� cq o EY_A�ATORS•TO [11 ERS, AI, FPEFTH�S 9 .� FRS EFFArE ANYWI,LRE IN ACNE CTATE, ` Know what's below. WIDTH: 31.7" WIDTH: 32.0" A HEMISPHERE AROUND THE GPS ANTENNA. �: �.� Gj9 �y c-:y, \ CaII before you dig. DEPTH: 45.5" DEPTH: 34.6" o j 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FOR STATE SPECIFIC DIRECT PHONE rIUMBERS 578 LBS (RECTIFIERS & APPROX. 690 LBS (RECTIFIERS \� J FROM A MINIMUM OF (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE VISIT: �IMV/.CALLR>> COM WEIGHT: EQUIPMENT EXCLUDED) WEIGHT: & EQUIPMENT EXCLUDED) FINAL LOCATION OF GPS ANTENNA C,ALE: URAWN BY. CHELr:ED h,. AS SHOWN WAS JKM 13 01/02/24 REVISED PER COMMENTS JCM JWS 12 12/27/23 REVISED PER COMMENTS JCM JWS 11 11/28/23 REVISED PER COMMENTS JCM JWS 1 EQUIPMENT CABINET DETAIL GRAPHIC SCALE GRAPHIC SCALE GRAPHIC SCALE (IN FEET) N.T.S. 2 RRH MOUNTING DETAIL (IN FEET) N.T.S. 3 GPS ANTENNA (IN FEET) N.T.S. 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS - NOTES: 8 05/18/23 REVISED PER COMMENTS JCM JWS 7 05/05/23 REVISED PER COMMENTS JRF JWS - - - -- - -- - - - - -- - - --- - 1. MANUFACTURERS 23 REVISED PER COMMENTS JRF JWS 4 3 2 l 6 04/13/ 1.D GENERAL R ,S NtRECOMMENDATIONSAND VERIZON STANDARDS. CLIENT COMMENTS JCM JWS 1.1.ALL METERIC DIMENSIONS ARE IN BRACKET Rtv. ( e mceirniri j Dare 2.0 DESIGN NOTE n su,cs o<, x nva kt eASt I IA er=flra 2.1 PIPE SIZE RANGE-4.5"-6.0"00 DRAWN CHECKED 2.2 ANTENNA MODELS SHOVN-COMM SCOPE PART#SBJAHH•1D65B-DL 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. REV DATE DESCRIPTION BY BY PROPOSED UNISTRUT 143.0 0TESUFACTURING(SPEGIALREQU9RMENIS 04 5"OD 40PAC PIPE SHOWN FOR REFERENCE 15.0 PACKAGING ' �c�a.5°-t�s.n"� 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. END CAP \ D � � . 6.5 I\ /, 1\ * ��`�` - .,ray•�' 6 A HIDDEN IN DETAIL A 3 4 PROPOSED I/2" HILTI HIT-HY � a --70 ANCHOR W/ 3.5" MIN. �L.` ° ... ° I% [ \ J s7 \ EMBEDMENT (TYP) b 01 r � nn� \� (\ -- 1�1cKEON / C. 5 C; YORK ENSED PROFESSIONAL ' APPLY TORQUE PROPOSED ELECTRICAL PANEL 15-23 FT-LBS DETAIL '� --� J- � - NGINEER ICENSE NUMBER:095374-I s 00 IT IS A VIOLATInN OF LAW FOR ANI' PEPSON, / (MOUNT PER MANUFACTURERS SCALEI:4 ANTENNA REFERENCE OWN FOR - \ `n UNLESS THEY ARE ACTING UNDER THE DIRECTION \� \ RECOMMENDATIONS) I-J \\ i $ j -�_\ Of THE RESPONSIBLE LI ,EPISED FROr ESSIONAL ® ENGINEER, TO ALTER THIS DOCUMENT. (o co), i �I SITE IfUIEOEMATIONI ; • I \ SITE NO: ALBERTSON MARINE \ n \ n \ - n - ( [7A 61 0 MAIN ROA I C \ B ,, o --; � B ! 4 5 D SOUTHOLD, NY 11971 SUFFOLK COUNTY ' SIDE VIEW FRONT VIEW COMMSCOPE,INC.OF NORTH CAROLINA __ SITE TYPE: TOLERANCES SAP MATERIAL MISTER OPiACE x D.25 aPLACE XXt OM 150'-0" CONCEALMENT POLE FPLACF Yt D.12 ANMIV t 2" MTC37319 FreSH MATERIAL ITEM ,PART NO. DESCRIPTION QTY. WF(GNT NOTE NO. GALVA123 A10111A1018GR36 DIPLEXER \� < i MTC3731 W ELDMCNT,NON AZIMUTH ANT MOUNT 4 4.98 LBS I 2 MTC373142 ANTENNA MOUNt BRACKET 6 1.4_5 LBS_ _ NAME DATE TTLE COPYRIGHT C 2023,AZIMUTH ENGINEERING P.C.,LLC ALL PROPOSED TELCO BOX - - -- - MANUFACTURER: RFS RIGHTS RESERVED , 3 GB•43125 3/8"X 1-1/4"GALV BOLT KT 12 O.Ob L8S CE " " NON STD AZIMUTH ANTENNA MOUNT \(MOUNT PER MANUFACTURERS A 4 +GWf-43 3/8"GALVFLATWAS14FR 24 4.00 LBS k'N A THIS DRAWING AND ALL THE INFORMATIOH CONTAINED HEF.EIII IS T -.i--- DENISfTY 6.25 msam' IN RV AUTHOR!= FOR USE F)NLY BY THE PARTY FOR WHOM THE 5 !G8.03225 3;8"X2-U4'GALV BOLT KIT 8 0.09 LBS pIA£S ,5 e� + POWER SUPPLY: FD9R6004/1 C-3L VVORK WAS CONTRAC-ED OR TO WHOM IT IS CERTIFIED. THIS RECOMMENDATIONS) VCAOP/E .11;41 � W ADcmt- SAE Dc�ueIENTNo DRAWIrJ, MAY NOT BE coPl_D, REUSED. DIscLOS D, fix; RE cc > SURFACE AREA `�' � ECNODWOOM1047 1:V MTC37319 „ ,��� ,� DISTRIBUTED OR 2ELIED UPON FOR ANY OTHER PURPOSE LLJ HEG Tj SITE K'CRKAREA 24 MODEL DRAWN3 DIMENSIONS: 5.8 Hx6.5 Wx1.5 D WITHOUT THE E PRELs WRITTP. coHSENT of AZIMUTH _- SHEET EIIGINEERING C LLC. LFWTH 1 L'�RSi'.A STATUS REVIPON WrSlCM STATUS RFti'SY,Nv' \\PROPOSED PIOOOT _._ ____ ._.__.._. _.._.___.__.._...._.._._.._.._.__w_._..._.__-_._.-.____.._._. ..._. Mr .._._._.._. _____..__ __..___ .._.._.__.___. __...___ w__.__ _-_._.._._.I_ _ ____. _ C . .. .. _.T___ .- _.. _....._._. ._-___..-. 10`a WEIGHT: 2.6 LBS UNISTRUT TYP CUT TO I_... .... .. 4 3...-_ .... aolacolTTnaoope,Irc. w:oTH 2 oG .. .. .RE..._- A ... �. . RE..... .A ..._.__..... NOTES: f LENGTH IN FIELD < 1. DIPLEXER MODELS SUBJECT TO EQUIPMENT DETAILS - 2 CHANGE BASED UPON AVAILABILITY o AT TIME OF CONSTRUCTION. 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N OF EXCAVATORS,DESIIGNERS, OR ANYI OPERSON Offset Sections . 19,E9(IB1E 9/41 ,2X Ft Ettte9'FFatC � PREPARING l0 DISTURB THE EARTF..S OX2020-67 2 x 5dEld offsets with se arate feeds 400.52OMHz Oi tit port 1:Data*poE t Ir"t SURFACE ANYWHERE IN ANY STATE Co � � It Part 2:842.3sttPoiouhautFrort t OX40.67 I x9dBdoffset 400.52oMHa SGisla itPat2,W23ll#4oEoutputwt ber,arxt "£] Know what's below. s l wi t« 0311 before you dig. T1Al7DM StPP0Pf 8 Ttt4 e T11IM(tIet+tF lixfoRrUnrt 6Rff17t1 a r These la'�rr sections r . � TSPECIFIC a e for use with COL serf llirai"ar�,. They are provided with a through harness to c[snril your ciai�tc;e art 4s.a23-camprit dire FOR S ra,� DIRECT PHONE �i u M r3 L R s COLS(UHF),COL15(VHF)orCOLT 7 HF)Oallin rs. OC#r rtia�4C T �rthAc�pcPower lii�routput) VST: www CAA L81!.COM TI/EI LATEM.'t(ONE WAY) t to 3 los t Ical4e nn ran kauidwklth tnoa as m RECEIVED tip pr 9e loo ode orad nu ger of TIIE4 ports.acxxirate Tl/Et lei Rdsan ke Vdt4er'i ordering a cx�mbirtr3tivrt ccrliirlear strict dipole array y'ci4.i yt+aR need to cinder�s follows: deteFr� lforanyvep con.Rquratlonit�iatt�CeratShrvnl�'P ttNKPlaFiner --- S(,ALE. DR.v1NN BY: H�_CKED Itv AS SHOWN WAS KM 1. Specify your loafer Section from the list above en.BX80-67 PLUS 2, Specify your COL collinear either COL15, OL17 Lir C0�e9: Olaf(enol remember to specify frequency) JAN 0.8.2024 1 -- --- —� E L SouthD1d T0--wn 13 01/02/24 REVISED PER COMMENTS JCM JWS Planning Board 12 12/27/23 REVISED PER COMMENTS JCM JWS 11 11/28/23 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 1 350-520 MHz UHF ARRAY CONFIGURATOR DETAIL 2 PTP 650 FIRE DISTRICT EQUIPMENT DETAIL -- --- - - ------- -- -- - — ---- - -------- ------ 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS JCM JWS ;ani* ty,a 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 t 1. t - Let jj REV DATE DESCRIPTION DRAWN CHECKED Weight Height A BY 205 Lbs,assembled 77.08" 275 Lbs.shipping weight l�ltltillth 01 Doors 23.625" �t = 2,secured by gree point locking system Depth Locks via customer supplied padlocks racking specifications K Sealed with.875"`altrrnnure filled gasket able depth a� 0 Material Finish:Painted crearn NEMA Class Types available 4 RE properties:Non-ferrates NEMA A 38(Vented),NEMA 4 Vents {closed loop-a/c),NEMA r s< 30 m louvers per door Paint Tested' 4a 2 4 $t s 14 top louvers-..In top Cover, spray(textured) � 1000 Hour salts ray �tieured underAlurnishield@ "1000 Hour immersion t One removable filter panel per dolor 9 Door Opening Clearance 14 fiat�l filter pads iii top cover � �a Handles Height E cKEON F " Zinc,padlocking 74" EW YO LICENSED PROFESSIONAL liltl� ENGIN LICENSE NUMBER:095374-1 r ` inp W J 'J � "10.51 UNLESS THEY ARE P, alai .. Two sets 19"Rall standard Ecabinet 5f IT IS A VIOLATION OF LAW FOR ANY PERSON, ACTING UNDER THE DIRECTION 1z £ OF THE RESPONSIBLE LICENSED PROFESSIONAL additional Wills see accessories) �+9"al�a$t�dlr - Alodine coated Height.782311 ENGINEER, TO ALTER THIS DOCUMENT. . holes tapped for 10-3 threads Width:25,5" Each rail supported by three R-STRKST :. Depth.34" r � � . .125"Material{Alurn�es+�) Al i�lstalel N I i E I N FORM A i I ON � 4 spacing Hang down height:1.71`t SITE NO: ALBERTSON MARINE 19"or 23"'lacking available � Width:284fi'" Useable Height Depth,36.67" y Usable racking Height his been revised Handles 61405 MAIN ROAD to only fit In the opening of the darer jam . Protrude 2.2" which is cabinet height minus)4.25x` SOUTHOLD ,a , NY 11971 Total � Occupied �Aelatirrtt�m;74.2 "` � Height:78,855 u Number of rack units per rail set:42 Width:28,46°' SUFFOLK COUNTY a` Total number RU�s.Up to 84* Depth.37.75„ �a useable Depth Maximum:30.5" Minimum.,28.76" SITE TYPE: 150'-0" CONCEALMENT POLE Ending t ,: °'� rix 75". 78-23" , COPYRIGHT OO 2023,AZIMUTH ENGINEERING P.C.,LLC ALL >,, U r5 1 � 2 D:tC,. RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE r WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS " Ent _T, 29.57" }4,�,�1Y��t DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, Center 12-00" �7 ,'" t h r DISTRIBUTED OP. RELIED UPON FOR ANY OTHER PURPOSE Y WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ENGINEERIN P CT , LLC. •a ... ,. -k,: ('il�" `4 �'� � � iii�''2i'}.° s�a,1� T: LLJ � P.C., ����.�... and Rs refs allow see equipment to rack!�directions providing E36ttr�rF ,i t° m.._w. 1 s _ I�E E l T Z Lf up tea 134 RU ' FIRE DISTRICT EQUIPMENT- I 0 SHEET NUMBER: � ' 3 OD-781E>DC FIRE DISTRICT OUTDOOR ENCLOSURE DETAIL 4 NOT USED 5 NOT USED Z-16 G CL r Esc J ITEM,PART NO. DESCRIPTION QTY. WEIGHT 1 MTC79020808.01 & CENTER CHANNEL 4 81.28 LBS NOTES :1.0 2 MTC79021010.01 14° SIDE CHANNEL 2 113.57 LBS 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. 3 MT 7902.03 CHANNEL ADAPTER ANGLE 8 7.07 LBS r 4 / `ITC 79020810.01 24" X 120" BAR GRATING 4 142.72 LBS 5 GB-0520:5 /8 X 2 GALV BOLT KIT 32 0.07 LBS 6 5 i l 10" 6 GWF-05 5/8" GALV FLAT WASHER 64 0.01 LBS v,, 7 GCM.03 GRATING CLIP 32 � • (15 1 • L30481 I DETAIL A c < DETAIL a n Lc ALL CORNERS ff SCALE 1:4 DETAIL E SCALE 1:4 L4 . bg 10 ✓ ice' e ,r ♦ .4. f s, V H*; �} ,n, I �! r"' L -0 0 t t 1$ 6 .._., a , fi ETAIL G 6 ° SCALE I;4 • o ITEM PART NO. DESCRIPTION QTY_ WEIGHT NOTE NO. I GB-03105 3/8"X 1"GALV BOLT KIT 14 0.05 LBS ' 2 GB-03205 3/8",X 2"GALV BOLT KIT 28 0.08 LBS verizo 1 3 GB-05205 5/8"X 2"GALV BOLT KIT 28 0.26 LBS 4 GWF-03 3/8"GALV FLAT WASHER 14 0.01 LBS 6 `' 5 GWF-05 5/8"GALV FLAT WASHER 28 0.06 LBS 6 MTC396620 POST, HANDRAIL 14 9.96 LBSq - 7 MTC3979HRI I HANDRAIL, HORIZONTAL 4 16.60 LBS - PROTECT Yo RSEE� 8 MTC3979HR12 HANDRAIL,HORIZONTAL 2 21;11 LBS (�A �T�TEs LESICNREQUIE n�6nRANY P of � F;(P AEURS, E1(S�NEf.S �P ANY PERSON l PRE PARING 0 DI TURB HE EARTH'S 9 MTC3979HR13 HANDRAIL,HORIZONTAL 2 6.51 LBS SUPFALE ANYWHERE N ANY SLATE 10 MTC3979HR14 HANDRAIL, HORIZONTAL 2 5.44 LBS Know what',below. a n 0 a 11 MTC3979HR15 PLATE, HANDRAIL TOEBOARD 2 16.52 LBS Call before you dig. b 0 9.0 [228.b1 ia a 0 a 0 0 a 12 MTC3979HR16 PLATE, HANDRAIL TOEBOARD 1 20.83 LBS FOR S rATE SPECIFIC I r_ � PHONE NE Wu, rI:ha a o 0 o 0 0 00 13 MTC3979HR17 PLATE, HANDRAIL TOEBOARD 1 6.45 LBS VIL Wl'vXNL_81CO'M 14 MTC3979HRIS PL HANDRAIL 1S MTC3979HR19 ANGLEBRKHANRD HANDRAIL T12 0.32 LBS :,cnLL uRAw,x FY: rHEcIT_D oY: 16 TSI 220 12-24 X 2"'SELF DRILLING SCREW 16 0.03 LBS AS SHOWN WAS JKM 17 TS1275 TEK SCREW#12 X 3/4,WITH NEOPRENE WASHER 48 0.02 LBS 13 01/02/24 REVISED PER COMMENTS JCM JWS 12 12/27/23 REVISED PER COMMENTS JCM Jw0 11 11/28/23 REVISED PER COMMENTS JCM JWS 10 08/30/23 REVISED PER COMMENTS JCM JWS 1 EQUIPMENT PLATFORM DETAIL (COMMSCOPE PART #E -P0810-B AD A) 2 EQUIPMENT PLATFORM HANDRAIL DETAIL COMMSCOPE PART #MTC3979HR AD A 9 06/15 REVISED PER COMMENTS _____ _--- -_ __.__ _.-.--- --- ------- ----- --- ----- -- -- _. _.- ----- T•a� \ ) 123 JRF JWS 8 05/18/23 REVISED PER COMMENTS JCM JWS NOTE: 7 05/05/23 REVISED PER COMMENTS JRF Jws RECEIVED 6 04/13/23 REVISED PER COMMENTS RF W FINAL DESIGN OF PIERS TO BE CONFIRMED 1 1 s ITEM NUJ, PART NUMBER DESCRIPTION QTY FOR TC4045HF65 QTY FOR MTC4045HF55 ONCE ELITE HAS PERFORMED A _ 5 01/03/23 CLIENT COMMENTS JCM )wS GEOTECHNICAL BORING AND PROVIDED BRAWN CHECKED JAN 0 8 2024 REV DATE DESCRIPTION I sr BY 1 GB-05345 5/8'"X 3-1/2""GALV BOLT KIT � 8 A REPORT. H Soufhold Town GI B-4355 1/2"X3-5/8" X 5"GALV" U-BOLT 10 10 - - -- -- ---- --- --- --- --JI Uj Planning Board 1 3 GWF-05 5/8" GALV FLAT WASHER, 1,700 8 8 I 4 MT50460 SQ. SUPPORT RAIL, 1-5/8"X;60"LONG 5 PROPOSED PREFABRICATED Z � LU d NOTES: U- _ 1.0 GENERAL 5 MTC4045.01` WELDMENT,6'PIPE 2 2 EA MTC4045-02 ---EQUIPMENT PLATFORM O «_ GOF Nf . 1,1 ALL METRIC DIMENSIONS ARE IN BRACKETS � 1,2 FOR PATENTS,SEE WWW.CS-PAT.COM I 6 MTC4045-12 BASE PLATE, 3"PIPE 2 PROPOSED (SEE DETAIL I) �� K 2.0 DESIGN NOTES }" BASE PLATS 3.0 MANUFACTURING/SPECIAL REQUIREMENTS 'I PC-034 PIPE CAP 3-1/2 2 2 _t - Q , 4,0 TEST �,� �, __ ®._� j s� ca 9 .-_ - r 5.0 PACKAGING 8 PTCR01 END CAP 10 _ 10 S� O _h , I'll 524] 7 G ----- I e PROPOSED -1-- �, N Wmm YOR PR ESSIONAL 0151891 NGINEER ICENSE NUMBER: 095374-1 4 / HSS4X4X3/8 COLUMN _PROPOSED UTILITY H-FRAME i 1 11 - I 6 SEE DETAIL 3 k /� ( ) n ISA VIOLATION UE LAW FOR ANY NELSON, oo.00ao0ocao© o0oro000000 , ---- - - 1 llI11 FS` l -I'_Y ARL A(;i LIv I Of IFIL PEST OIC'SIE'I_ LICENSED P S HEI SIR. TION I t o " PROPOSED sS'0NAL Q 1/411 N(-111 NEER, 10 IEF Ttil DOCONIENT 14 171 ;` 10 X I 0 X3/8 I-I/2 BASE PLATE TYP II �' T�= I \I 1 1Y, ✓� �� T C�TI , _ _ _ b - - - - - GRADE LEVEL I ' 0 S' SITE NO: ALBERTSON MARINE D 0 0 0 0 O O 0 O O 0 0 0 0 0 0 O D 0 0 0 O � _ q ,o R" /--GRADE Ss F­ //Y/PROPOSED - - GRADE LEVEL - - - - � HSS4X4X3/8 `O PROPOSED 5/8 A615 - - - T 1T � � 61405 MAIN ROAD - ANCHOR BOLT , , , g � 1 ,1 COLUMN �'/� y '��' � g 0000 000000000000000000 -= 5'OR6" a j EMBEDED 1'-6" IN PIER PROPOSED ��.�� ����:, �� � ,�. .���.�� SOUTHOLD, NY 11971 AVAILABLE (TYP.) -111 BASE PLATE o X I 0"X3/8" �I SUFFOLK COUNTY -- I � a C0 0 CD 0 a 0 0 a a Qa Q 0 0 n 0 a a ;Y, _PROPOSED PLAIN CONCRETE PIER o a a (4,000 PSI CONCRETE) , ��� SITE TYPE- 3 1 I � PROPOSED PLAIN CONCRETE PIER(4,000 PSI CONCRETE) 150'-0" CONCEALMENT POLE [ ,00Qao ©aa0000©DQoOaPROPOSED O � a 0"X3/8" PLATE I - - - - COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL A RIGHTS RESERVED THI rRAWiN D ALL IINF IaFORMA"LION COI TAMED HERON IS 11-6n N 1 HOh U C.h II E ONLY BY 111L PARTY 01P WHOM lHF - 11 �" WORK WAS CON IRA( HD OR 10 WHOM IT IS CERTIFIER. IHIS DRAWINGMAY NOT BE COPIED, PE US ') DISCLOSED, DISTRIBUTED OF RELIED UPON FOR ANY VTHE2 PUL PO W i I 157 � E THOU[ THE EXP ICLSS VVRITIEN CONSENT OT AZIMUTH LY ENGINEERING P.C., LLC. I,J z R- FIRE DISTRICT EQUIPMENT- 2 0 0" I__ Xr T !vuwl�Fr2 r - - -- - ----- ----- - - - --- -- --- -- - --- ---- --- --.__ �� 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 e National Flood Insurance Program. it ISLAND ZONEVE This map is for use in administering th (EL 11) SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION does not necessarily iderififir all areas subject to flooding, particularly from local ZONE X ZONE X ZONE X BY THE 1%ANNUAL CHANCE FLOOD drainage sources of small size, The community map repository should be SOUND ZONE X 1430000 FT 41'05'37,5" C-H consulted for possible updated or additional flood hazard information, 1425000 FT JOINS PANEL 0157 The 1%annual flood(10CI-year flood),also known as the base flood,is the flood II has a 10/o 72"24'22.6' chance of being equaled or exceeded in any given year. The Special Rood Hazard Area is the To obtain more detailed irformation in areas where Base Flood Elevations area abject to flooding by the 1%annual chance flood. Areas of Sped al Flood Hazard include (BFEs)andlor floodways have been determined,users are encouraged to consult Zones A� AE, AH,AC, AP, A99, V, and VE The Base Flood Elevation Is the water-surface ZONE Ir elevation of the 1%annual chance flood. the Flood Profiles and Floodway Data andfor Summary of Stillwater Elevations (EL 16) tables contained within the Flood Insurance Study(FIS) report that accompanies CORPORATE LIMITS ARE ZONE A No Base Flood Elevations determined. this FIRM, Users should be aware that EIFEs shown on the FIRM represent COINCIDENT WITH SHORELINE RECEIVED ZONE AE base Food Sevabons determined, AZ I mu "r§ 10 roL!nded whole-foot elevations, These BFEs are intended for flood insurance --------—' rating purposes only and should not be used as the sole source of flood ZONE AH Flood depths of I to 3 feet (usually areas of ponding); Base Flood ENIC3 IN EF RING F�C -D elevation information, Accordingly, flood elevation data presented in the FIS ZONE X [JAN 0 8 2024 Elevations debermit)ed. Z01 —TOAI ZONE AR Special Flood Hazard Area formerly protected from the 1%annual chance report should be utilized in conjunction with the FIRM for purposes of ZONEAO Flood depths of I to 3 feet(usually sheet I'll on sloping terrain);average construction and/or floodplain management. SOG-th-old—own deloft determined. For areas of alluvial fan flooding, velocities also _c- Planning Board 0 Coastal Base Flood Elevations (BFEs) shown on this map apply only laridward of 0.0' North American Vertical Data of 1M (INIAVID 88). Users of this L flood by a flood control sIystern that was sulowicuertlyclecertfied, zareAR FIRM should bI aware that coastal flood elevations are also provided in the indicates that the former flood control system is being restored to provide protection from the i%annual chance or greaterflood. Summary of Stillwater Elevations and Transect Data tables in the Flood Insurance ZONEAE ELITE T'OWERS LP Study report for this jurisdiction. Elevations shown in the Summary of Stillwater (EL 8) ZONE ASS Area to be protected florn 10k annual chance flood by a Federal flood Elevations and Transect Data tables should be used for construction and/or MA protection system under construction; no Base Flood Elevations flocidplain management purposes when they are higher than the elevations shown determined, on this FIRM. 52"' ZONE V Coastal flood zone with velocity hazard (wave action), no Base Flood Boundaries of the floodways were computed at cross sections and interpolated between cross sections, Tll�e floodways were based on hydraulic considerations E 8) ZONE VE Coastal flood zone with velocity hazard (waw action); Base Flood Elevationscletermined, with regard to requirements of the National Flood Insurance Program. Floodway 340000 FT widths and other pertinent floodway data are provided in the Flood Insurance F Studynaport for this jurisdiction. FLOODWAY AREAS IN ZONE AE Thelloodwary is thechannel of a stream tolusanyadjacent floodplain areas that must be leptfree Ceftain areas not in Special Flood Hazard Areas may be protected by flood of encroachrivent so that the 1%annual chance flood can be carried without substantial increases in flood heights. control structures. Refer to Section 2.4 "Flood Protecfion Measures" of the Flood Insurance Study report for information on flood control structures for this OTHER FLOOD AREAS jurisdiction. ZONE x Areas of 0,2%annual&once flood; areas of 1%annI chance Ilood with average depths of less than I foot or with drainage areas less than The projection used in the preparation of this map was New York State Plane I square mile;and areas protected by levees from 1%annual chance flood. FIPSZONE 3104. The horizontal datum was NAD 83, GRS80 spheroid, DIferences in daturn, spheroid, projection or State Plane zones used in the OTHER AREAS production of FIRMS for adjacent jurisdictions may result in sligtV positional Zow x Areas cleternia-ed to be outside the 0.2%annual chance floodiol n. differences in map features across jurisdiction boundaries. These differences do not aff ect the accuracy of this FIRM, ZONE 0 Areas in vvhch f1cod hazairds are undeberntined,but possible, Flood elevations on this map are referenced to the North American Vertical Datum COASTAL BARRIER RESOURCES SYSTEM(CM)AREAS of 1988. These flood elevations must be compared to structure and ground elevations referenced to the same vertical datum. For information regarding OTHERWISE PROTECTED AREAS(OPAs) conversion between the National Geodetic Vertical Datum of 1929 and the CERS areas and OPAs am normally locatedwithinor adjacent to Special Flood Hazard Areas, North American Vertical Datum of 1988. visit the National Geodetic Survey 1%annual chance floodplain boundary weltsite at htt g://www.nla.noaa.go or contact the National Geodetic Survey at verizon)/ the following address: 0,2%annual chance ifloodplain boundary Floodway N GS I hill or mallion Services , boundary NOAA,NNGS12 Zone D boundary National Geodetic Survey CBRS and CPA boundary �A I SSIMC-3,#9202 PROTECT YOURSELF Emil%, Boundary dividing Special Flood Hazard Area Zones and 'ATION OF 1315 East-West Highway 4,,4-',n Vwt'0&i ALL STAFLS REOUIRE NIOTIFI(� Silver Spring,Maryland 20910-3182 ividing Special Rood Hazard Areas of different Base EXCAVAIORS, DESIGNER�,, ON ANY PMSON boundary d �0 "'N CM PREPARING M DIS,11URD 11FE EARTH'S (3 01)713-3242 NpI Flood Elevations,flood depths or flood veliocides. SURF ACE ANYWHERE ;N ANY S FATE # Unnit of Moderate Wave Action ZONEVE To obtain current elevation, description, and/or location information for bench Know whaes below. marks shown on this map, please contact the Information Services Branch (EL 8) 513— Haw Flood Elevation lire and value;ele-vation In III Cal I before you dig. of the National Geodetic Survey at (301) 713-3242, or visit its webske at (EL 987) Base Flood Elevation value where uniform vAthin zone;elevation FOR STAIE SPECIFIC DIPEC'T PHONE NUMBERS Mp://ww%v.ogs.noaa.gov. in feet* VISIT: WWW.CAU-81I.COM III map information shown on this FIRM was provided in digital format by the Referenced to the North American Vertical Datum of 1988 BE CHECKED PY: New York State Office of Cyber Security and Critical Infrastructure Coordination S C A L F: )P/,VVIN 51"N Cross section line This information was derived from digital odhophotography produced at a 1.0-foot AS SHOWN WAS JKM FT� �3 t imited dI I cross section line pixel resolution from photography dated 2004. 0,1 Trarsect I ino Based on updated topographic information, this map reflects more detailed and @ ------ up-to-date stream channel configurations and floodplain delineations than 87*07'45",32'22130" Ceographic coordinates referenced to the North Am erican Datum 13 01/02/24 REVISED PER COMMENTS JCM JWS of 1.083(NAD 83),Nestern Han isphere those shown on the previous FIRM for this jurisdiction. As a result, the Flood 12 12/27/23 REVISED PER COMMENTS JCM JWS Profiles and Floodway Data tables for the Northeast Branch Nissequogue River in 10015-meter Universal Transverse Mercator grid values,zone 18 the Flood Insurance Study Seport(which contains authoritative hydraulic data)may 11 11/28/23 REVISED PER COMMENTS JCM JVVS rellect stream channel distairces that differ from what is shown on this map, Also, OD 600000 FT 5000-foot grid values:statename State Plane coordinate the road to floodplain relationships for unrevised streams may differ from what is Ul system,spzone(FIPSZONE flp5zone),spherenarne pfojection Z 10 08/30/23 REVISED PER COMMENTS JCM JWS shown on previous maps. Lu Bench mark(see exIolanation in Notes to Users section of this Z DX5510 x PIRM panel) 9 06/15/23 REVISED PER COMMENTS JRF JWS Corporate limits shown on this map are based on the best data available at the 9 C time of publication. Because changes due to annexations or de-onnexations,may 0 09 MI's II Mile 8 05/18/23 REVISED PER COMMENTS JCM JWS have occurred after this map was published,map users should contact appropriate 9 community officials to verify current corporate limit locations. 0 MAP REPOSITORY 7 05/05/23 REVISED PER COMMENTS JRF JWS Plinse refer to the separately printed Map Index for an overview map showing Refer to,listing Of Map Repositories on Map Index the layout of map panels for this jurisdiction. EFFECTIVE DATE OF COUNTYWDE 6 04/13/23 REVISED PER COMMENTS JRF JWS FLOOD INSURANCE RATE MI 5 01/03/23 CLIENT COMMENTS JCM JWS May 4.199a Thie AE Zone category has been divided by a Limit of Moderate Wave Action (LIMilli The LiMWA represents the approximate landward limit of the 11,54bot EFFECTIVE DI OF REVISION(S)TO THIS PANEL DRAWN CHECKED breaking wave.The effects of wave hazards between the VE Zone and the UMWA September 25,2009-to change zone designation%to reflect revised shoreline,to change REV DATE DESCRIPTION BY BY (or between the shoreline and the UMWA for areas where VE Zones are not Special Flood Hazard Areas,to update the effects of wave action,to incorporate Primary Frontal Dune analysis.to reffecl 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 reflect updated topographic information Contact the FEMA Map Service Center at 1-800-358-9616 for information on 335000 FT-, available products associated with this FIRM. Available products may include 7 L �r pinwiciusly issued Letters of Map Change, a Flood Insurance Study report, and/or cligitall versions of this map. The FEMA Map Service Center may also be reached To determine if flood insurance is available in this community,countmt your Insuranoe agentor call the National Flood lnsurarice�Program at 1-800-638-GQO� �5,0 F ANf by Fax at 1-800-358-9620 and its website at I-Atp://msc.fema,gov. If you have questions aboutthis map or quesfionsconceming the National Flood Insurance Program In general,please call 1-877-FEMA MAP(1-877-336�2627) or MAP SCALE 11" 500' visittl*le-FEMA website at Litl2:LlwM.Jemilci2�/busi_ness/ofp, LOCATION OF PROPOSED WORK 250 0 500 1000 FEET METERS ISO 0 ISO 300 COASTAL BARRIER RESOURCES SYSTEM (CBRS) LEGEND 45 50="IN 10-01-1903 CBRS Area ZONE X PANEL 0159H Xi�E -RcKEON FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR NEW Y ICENSED PROFESSIONAL SUBSTANTIALLYIMPROVEDON OR AFTER OCTOBER 1,1983, INDESIGNATED CBRS AREAS. Is FIRM ENGIN - LICENSE NUMBER: 095374-1 11.16-1990 CEIRS A rea FLOOD INSURANCE RATE MAP T IS A VIOLATION OF LAW FOR, ANY PERSON I U UNLESS THEY ARE ACTNIS UNDE-R JITE DIREC-,ION FLOOD INSURANCE NOT AVAILABLE FOR STRIECTURES NEWLY BUILT OR -SPONSIBLE LICENSED PROFESSIONAL ,S for SUFFOLK COUNTY, NEWYORK SUBSTANTIALLY I MPROVED ON OR AFTER NOVEMBER 16,1990, IN OF PTE Rl- DESIGNATED CEIRS AREAS. (ALL JURISDICTIONS) ENCINEII TO AILIER THIS DOCUiMENI. 11-16-1991 Otherwise Protected Area(OPA) la CONTAINS: --) -11 1 N E_ 1 d : FLOOD INSURANCE NO,T AVAILABLE FOR STRUCTURES NEWLY BUILT OR COMMUNITY NUMBER SUBSTANTIALLY I IMPROVED ON OR AFTER NOVEMBER 16,1991 IN DESI GNATED OPAs VATHIN THE CBRS. SHELTERISLAND, 360809 SITE NO: ALBERTSON MARINE 11-16-1993 CSRS Area TOWN OF FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR SOUTHOLD,TOWN OF 360813 0 A T) :31JOSTANTIALLY IMPROWDON OR AFTER NOVEMBER 16,1993 IN 61405 MAIN R L-VI-1 DESIGNATED CEIRS AREAS. 111-15-1993 Otherwise Protected Area(OPA) NOTE- SOUTHOLD, NY 11971 THIS MAP BMWAPr-8,OF THV GfA��'TAL eARWrR FLOOD INSURANCE NOT AVAILABI E FOR STRUCTURES NEWLY BUILT OR RESOURCES 9YSTEM ESTAaLMHED UNDER THE COASTAL SUFFOLK COUNTY BkRRIER RESOURCIES ACT OF 11182 ANDIOR SUBGrQUENT sUBSTANTIALLY I MPROVED ON OR AFTER NOVEMBER 15,1993 IN ENABLING LEGISLA'1014. DESIGNATED OPAsWITHIN THE CBRS. PANEL 159 OF 1026 02.2,4.1997 CBR S Area 13=1 I MAP SUFFIX: H SITE TYPE: FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR (SEE MAP INDEX FOR FIRM PANEL LAYOUT) 150'-0" CONCEALMENT POLE SUBSTANTIALLY I MPPOVED ON OR AFTER FEBRUARY 24,1997 IN �11 DESIGNATED CBRS AREAS. I 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 shown above should be Used on insurance applications for the (CBRS)shown on this FIRM were transferred f rom the official CBRS subjec!community. source,map(s)for this area and am depicted on this FIRM for COPYRIGHT(0 2023,AZIMUTH ENGINEERING P.C.,LLC ALL informational purposes only. The official CEIRS maps are enacted by MAP NUMBER RIGHTS RESERVED Congress v ia the Coastal Barder Resources Act,as amended,and H I )�A V N � ANH A I I I!E IN ORiMAII ION CON TAINED HE REIN I's AUF[HORIZED FOR HSE ONIT I THE PARF� FOR WHOM THE maintained by the U.S.Fish and Wildlife Service(FWS), The official 36103CO159H 41'0345" WORK WAS COIHTRACT�D OR 10 WHCM �T IS', CERTIFIED, 1-1-11S CBRS maps used to determine whether or not an area is located within 20'"E 72'22'30" DRAWINC MAY NOT BE COPIED, REUSED, DISCLoSED, the CEIRS are available for download at http:llwww.fws.gov Foran 41"OV45" JOINS PANEL 0167 DIS]IRIBUFED Of' PFUED UPON FOR AN" 0][HER 19 E > officiall determination of whether or not an area Is located within the I EPI ND MAP REVISED Will-IOLI 11HE F-XPRFCS WRITI-1 CONSENT 01- ADW-JI-H CBRS,or for any questions regarding the CEIRS,please contact the FWS 7224�22.5` INCINEERING P.(-, ILC, 1Y, fleld off Ice for this area at(631)776-1401. SEPTEMBER 25,2009 0 Federal Emergency-INtanagement Agency SHED IiIII: 2007 FLOOD INSURANCE RATE MAP 0 IFFT KJMKR: 4 0 4 8 CALE 2 'INGS Z-18 GRAPHIC S SCALE: 1/4" = V-0"FOR 22"04"DRAW (IN FEET) EYE 1 2007 FLOOD INSURANCE RATE MAP 1 T -------- FOR 1 I"xl 7"DRAWINGS SCALE 1/8" = VI