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Home My WebLink AboutRevised Site Plans Rec'd 10/16/23 SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: BUDD'S POND ARENA APPLICANT: DISH Wireless LLC L.L.C. ADDRESS: 61405 MAIN ROAD, ROUTE 25 5701 SOUTH SANTA FE DRIVE j SOUTHOLD, NY 11971 LITTLETON, CO 80120 TOWER OWNER: ELITE TOWERS L.P. i TOWER TYPE: CONCEALMENT POLE 1 S. DURKEE LANE Vft[j1WS E. PATCHOGUE, NY 11772 TM LLC TOWER CO SITE ID: ALBERTSON MARINE TANYA NEGRON x (516) 410-8730 5701 SOUTH SANTA FE DRIVE SCOPE OF WORK TOWER APP NUMBER: NA TANYA.NEGRONOEUTE-TOWERS.COM LITTLETON, CO 80120 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. y THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: 90 E. HALSEY ROAD, SUITE 104 h LATITUDENAD 83): 41.076046' PARSIPPANY NJ 07054 e TM TOWER SCOPE OF WORK: LATITUDE (NAD • 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: INA • INSTALL (6) PROPOSED RRUs (2 PER SECTOR) ZONING DISTRICT: M-II - MARINE II CONSTRUCTION MANAGER: MLADEN ZAIMOV AI Ar I TH NYNYC0;d,& 9A •W rlrj INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) ENGINEERING P.C. • INSTALL (6) PROPOSED DIPLEXERS (201)496-9271 • INSTALL (1) PROPOSED METAL PLATFORM SECTION/BLOCK/LOT: 56.00 / 3 / 15 90 E. HALSEY ROAD, SUITE 104 • INSTALL (1) PROPOSED WORK LIGHT RF ENGINEER: IMAD MEMON PARSIPPANY, NJ 07054 • INSTALL (1) PROPOSED ICE BRIDGE OFFICE: (303)706-4019 DISH Wireless LLC L.L.C. SITE ADDRESS. INSTALL (1) PROPOSED PPC CABINET POWER COMPANY: PSE&G / UPA MOBILE: 551 204-4483 • INSTALL (1) PROPOSED EQUIPMENT CABINET' ( ) • INSTALL (1) PROPOSED POWER CONDUIT 405 ROU • INSTALL (1) PROPOSED TELCO CONDUIT TELEPHONE COMPANY: VERIZON MAIN RO A , INSTALL (1) PROPOSED TELCO-FIBER BOX _ • INSTALL 1 PROPOSED GPS UNIT _t - • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) FEMA MAP BASE FLOOD 6' AMSL ----- L t;eD% 0 'U""`H0m NY -1A 1 9�- i • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED) ELEVATION: l CZE 0 F tJ c 9 INSTALL (1) PROPOSED METER SOCKET 0 C T 1 G 2023 �,'� o�y K ��,� o, • INSTALL 1 PROPOSED H-FRAME FAAIA GROUND 5' AMSL - Sou`-ho;d-i o,,,vn APPLICABLE BUILDING CODES AND STANDARDS Planning3oard SITE PHOTO ELEVATION: EQUIPMENT ELEVATION: 3' ABOVE GROUND ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT J' Stu FO 09537,4 4 EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES., NOTHING IN THESE PLANS IS TO BECONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF r THE FOLLOWING CODES. DIRECTIONSEM McKEO'N 1. 2020 BUILDING CODE OF NEW YORK STATE EW YO LICENSED PROFESSIONAL 2. 2020 EXISTING BUILDING CODE OF NYS DIRECTIONS 3 ADP BLVD, ROSELAND, NJ 07068: ENGINEER- LICENSE NUMBER:095374-1 Depart and head toward Adp Blvd/Tum left onto Adp Blvd/Tum 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 ram on the left for 1-95 N New Jersey T ke N ake the ram on the right for US-46 and head toward IT IS A VIOLATION OF LAW FOR ANY PERSON, 4. 2020 PLUMBING CODE OF NYS p / y p �' pUNLESS THEY ARE ACTING UNDER THE DIRECTION Palisades Park / The Ridgefields/Keep straight to get onto ramp/Keep left to get onto ramp/Keep straight OF A LICENSED PROFESSIONAL ENGINEER, to et onto US-46 E US Highway 46 Kee straight to et 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 195 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 ramp 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 / Long Island Expy E/At Exit 73, head left on the romp for County Hwy-58 8. NATIONAL ELECTRICAL CODE 2017 OF NEW YORK STATE toward Greenport / Orient/Keep straight to get onto romp/Merge onto Old Country Rd/At the roundabout, RFDS REV #: 3 9. 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/Tum 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 �a REV DATE DESCRIPTION T-1 TITLE SHEET .41 :. 3 11-30-21 ISSUED FOR PERMIT' 4 04-04-22 CLIENT COMMENTS A-1 A OVERALL SITE PLAN 5 05-10-22 CUENT COMMENTS A-18 BULK REQUIREMENTS s 06-01-22 CLIENT COMMENTS A-1C COMPOUND PLANcer,� 7 01/03/23 CLIENT COMMENTS A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE "..�, , ', 8 05/17/23 CLIENT COMMENT'S A-3 EQUIPMENT PLATFORM AND H-FRAME DETAILS Six Three One 9 05/18/23 CUENT COMMENTS A-4 EQUIPMENT DETAILS — 1 SITE LOCATION 1 10 08/31/23 CLIENT COMMENTS A-5 EQUIPMENT DETAILS - 2 UNDERGROUND SERVICE ALERT - NEW YORK 811 UTILITY NOTIFICATION CENTER OF NEW YORKn ` c IOflgyPfMa rine A&E PROJECT NUMBER v' Flint Restaufant �I A-6 EQUIPMENT DETAILS - 3 (800) 272-4480 NYNYCO2239A A-7 EQUIPMENT DETAILS — 4 WWW.NEWYORK-811.COM �n5uites DISH WIRELESS PROJECT INFORMATION E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION :, Albertson�tJla.enc,tnc. I. ° ; °'' �a NYNYCO2239A E-2 ELECTRICAL DETAILS AND RISER DIAGRAM e : F� �6 61405 MAIN ROADS ROUTE 25 E-3 ELECTRICAL ONE-UNE, FAULT CALCS & PANEL SCHEDULE GENERAL NOTES t j . r 41 � r°' SOUTHOLD, NY11971 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 ° SHEET TITLE SIGNAGE IS PROPOSED. TITLE SHEET r, RF-1 RF CABLE COLOR CODE GN-1 LEGEND AND ABBREVIATIONS 11 x17 PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED ��,4 SHEET NUMBER GN-2 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS, , ` EXISTING DIMENSIONS AND CONDITIONS ONT=1 GN-3 GENERAL NOTES THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE GN-4 GENERAL NOTES PROCEEDING WITH THE WORK. NO SCALE DISH Wireless LLC. TEMPLATE VERSION 34 - 06/11/2021 77 +L FRESHWATER WETLAND , ` "' 'R 10111111011w B 1 BOUNDARIES DELINEATED BY VH ENGINEERING, SURVEYING, LANDSCAPE ARCHITECTURE AND Y V I GEOLOGY, P.C., ON MARCH 22, 2023. M, -M- TM LLC "Mu'��_ 80 y 5701 SOUTH SANTA FE DRIVE -__�"-♦�_,� 0�s%OPIE waw WETLANps u ._ » LITTLETON, CO 80120 9.6 - _ _ _ _ QS PROPOSED 70'-0" x 35 0 _ - �`` '� - - E ;� EQUIPMENT COMPOUND (SEE SHEET 9L _ '��-=4'_ _� o g Z-08 a L 2.7 4000, AAU� __RAC S �' -`�► _ _ __ 2 2.3 o- 59 47 E-= _ _ __ yep- _ _ s _ _ �.� .:_ ,_:..Z TF6.14 E- 154 -0t or-` o�;.- - - - «� S _ _ - -_ _�_ w1 - -14) o -9.6- - _- - ------ 6.1 TO NEAREST BUILDING ON ADJACENT PROPERTYkmmtrz SL '� . �- - STIy - ` - - _ ' a� v V 6 _ -8. ;; 'kZIM TH - p' - _ _ - _ -_ --._._� ENGINEERING P.C. 4.6 80,_0» 4 pyo �_ - _ - `_ - _ _ - -83� OCT 16 2023 TO FENCE C ° o . ° ° 0 9 , � � � ' L�-- _ OMPOUN ° ° �. , _ 50UthOld 0W, 90 E. HALSEY ROAD SUITE 104 O ° ° ° ° P F338 "'� - -1 Planning Board PARSIPPANY, NJ� 07054 own mum 113'_0»f I 4.7 . 1 ♦ ♦ ♦ co TO CONCFALMENI. PO 4.4 4.3 ,, mumam 4.5 Saw ftft MON "a z w ° ► •• „ , .. ` .. Am" 4.5 � o "" f�...� \ MON. _ I " .......+ _ 61.9' ♦ ` �� °D � APPROXIMATE PARKING AREA TO BE N MON owl, _ 4.5 4 ° 00 CONFIRMED WITH LANDLORD UPON ;;�EOF NE jY ` _ z �♦ 4.4TOWN APPROVAL OF THE FACILITY DESIGN "'� ..� `'��,�� K �'��yG, 0 o v ♦ ♦ ♦ FF4.58 4.6cn H m w �� " / �9,QF 4S V 1��/�� 2 - _ ¢ MON _ `�' 00, LIMITS OF NYSDEC FRESHWATER -v, y 37- ,c ca ,1, I •. ,,,� I RS WETLAND 100 FOOT ADJACENT <�~ _ o ! 'ft � I FC�ON AREA AND TOWN OF SOUTHOLD izt� .�.9.., If�RO,gO WETLAND JURISDICTIONAL AREA EM O 4 7 47'_11111 0»f I _ ""' D� "'w "N EW YO R LICENSED PROFESSI0I4AL • O TO FENCE COMPOUNp ENGINEER• LICENSE NUMBER:095374-1 C� /86 Q r0 U CONCEALMENT p I r j ` IT IS A VIOLATION OF LAW FOR ANY PERSON, DER THE DIRECTION GRAVEL HI 0� '-� UNLOF A LICENS DTHEY AREACTING PROFE PROFESSIONAL ENGINEER, GH 1 STORY I m N TO ALTER THIS DOCUMENT. z METAL BU TF4.56 I -H BUILDING/ o g ® 0 #61405 0 N o ,� DRAWN BY: CHECKED BY: APPROVED BY: 4.7 .Ha pZ �i �` 0 _ 2 4.3 _, c JRF JWS JKM 4.4 4.3 0 1 0 4.1 � � * w -� RFDS REV #: 3 LIMITS OF NYSDEC FRESHWATER OR , o z WETLAND 100 FOOT ADJACENTCONSTRUCTION 0 AREA AND TOWN OF SOUTHOLD WETLAND JURISDICTIONAL AREA 01 4'0 , DOCUMENTS 4.4 W APPROXIMATE SITE ACCESS ROUTE TO BE SUBMITTALS I I CONFIRMED WITH LANDLORD UPON REV DATE DESCRIPTION _ �• O.H.D. I ►� TOWN APPROVAL OF THE FACILITY DESIGN s �, ,.. .� ee .s � � .� .. �. � � � ... ... � M 4.25 .. �.. 4 O.H.D.FF4. 3 GF4.64 w � .. •� al m 4.44 PLNT. N o 3 11-30-21 ISSUED FOR PERMIT � CN "• .7 ` N► �• PLNT. N ^LO 4 04-04-22 CLIENT COMMENTS CN on ♦ 0W 4.72 ....................4 0� ' 5 05-10-22 CIJENr COMMENTS ►Lr) 4.21 ` // K�j . 6 06-01-22 CUENr COMMDM Z N`♦ / 7 01/03/23 CLIENT COMMENTS \ CONC. ' � w 8 05/17/23 CUENr COMMENTS 10 3.78 TF3.71 9 05/18/23 CLIENT COMMENTS / /000 10 1 08/31/23 1 CLIENT COMMS M'S A&E PROJECT NUMBER 3.88 E•A• 3.65 3. MITI 3.51 i \/�, NYNYCO2239A S47026'27 VN 4 - - TF3.50 v v DISH WIRELESS PROJECT INFORMATION 4.33 (S58°31'00"W) 4.26 DYL _ 4.10 ` -' - - _ _ 3.96 3.98 FRESHWATER WETLAND - _ _ _4,t NYNYCO2239A BOUNDARIES DELINEATED BY VHB 61405 MAIN ROAD, ROUTE 25 ENGINEERING, SURVEYING, LANDSCAPE ARCHITECTURE ANDSOUTHOLD, NY 11971 CAIN RU/-"', A ® ( N .Y. S . )GEOLOGY, P.C., ON MARCH 22, 2023. RTE . 2 5 � 1 '♦ SHEET TITLE OVERALL SITE PLAN 00-0 Mumma vollosomMumma a-ft off-ft 0000 000, 0000 00-0 WOOD a-" "Now ftftw 0000 '� W3 SHEET NUMBER 1 0 1 ` At =1 60' 30' 0 60' 120' OVERALL SITE PLAN 1"=60' DISH Wireless LLC. TEMPLATE VERSION 34 - 06/11/2021 REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XVII WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS COMPLIES WITH SECTION(1)(E)AS SITE IS ZONED M-II. 280-70 D.(1) LOCATION OF WIRELESS FACILITIES FURTHER REVIEW OF PRIORITY RANKING PROVIDED AS PART OF APPLICATION SUBMISSION. 280-70 E. GUYED OR LATTICE ANTENNA SUPPORT STRUCTURES ARE PROHIBITED COMPLIES 280-70 F. ANTENNA SUPPORT STRUCTURES SHALL NOT BE LOCATED IN THE FOLLOWING AREAS WITHOUT A PERMIT FROM ALL JURISDICTIONAL AGENCIES: 280-70 F. 1 WETLANDS,TIDAL AND FRESHWATER. COMPLIES 280-70 F. 2 LAND ABOVE HIGH GROUNDWATER(WITHIN 10 FEET OF THE SURFACE). COMPLIES /�� 280-70 F. 3 \/ LANDS PURCHASED WITH COMMUNITY PRESERVATION FUNDS. COMPLIES oalmTM L L 280-70 F. 4 COASTAL EROSION HAZARD AREAS. COMPLIES 280-70 F. 5 DESIGNATED PARKLAND. COMPLIES FALL ZONES.AN ANTENNA SUPPORT STRUCTURE MUST INCLUDE AN AREA SURROUNDING R THAT IS FREE OF 5701 SOUTH SANTA FE DRIVE OTHER STRUCTURES AND AREAS WHERE PEOPLE CONGREGATE,EXCEPT THE BASE EQUIPMENT,WITH A 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 LITTLETON, CO 80120 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 BY AN INDEPENDENT CONSULTANT HIRED BYTHE TOWN THAT DEMONSTRATES THAT A VARIANCE REQUIRED SMALLER FALL ZONE IS APPROPRIATE AND SAFE.THE FALL ZONE OF AN ANTENNA SUPPORT STRUCTURE MUST NOT INCLUDE AREAS WHERE PEOPLE CONGREGATE,AND MUST BE CLEAR OF ALL STRUCTURES EXCEPT THE BASE STATION EQUIPMENT. 280-701, ANTENNA SUPPORT STRUCTURES IN THE LI,LIO,MI,MII,B,AND HB ZONING DISTRICTS ARE SUBJECT TO THE • FOLLOWING RESTRICTIONS: 2M70 (1) MINIMUM LOT SIZE:IN ACCORDANCE WITH THE BULK SCHEDULE FOR EACH ZONE. EXISTING NON-COMPLIANT:M-II MINIMUM LOT SIZE:80,000 SF EXISTING LOT IS 41,346 SF PROPOSED MONOPOLE HEIGHT:150'-0" 280-701.(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 LINE 02", I TH SHALL BE NO LESS THAN 500 FEET. SITE DESIGN STANDARDS.ALL WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY ENGINEERING R.C. 280-70 N. OBTRUSIVE DESIGN POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR CONSTRUCTED PURSUANT TO THE TERMS OF THIS CHAPTER: 90 E. HALSEY ROAD, SUITE 104 SETBACKS.ANTENNA SUPPORT STRUCTURES AND EQUIPMENT FACILITIES SHALL ADHERE TO THE SETBACKS PARSI PPANY, NJ 07054 280 70 N.(1) FOR PRINCIPAL USES IN THE BULK SCHEDULE APPLICABLE TO THE ZONE IN WHICH THE STRUCTURES ARE (REFER TO BULK REQUIREMENTS CHART ON SHEET A- LOCATED,UNLESS OTHERWISE INDICATED ELSEWHERE IN THIS CHAPTER. 16) 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 V 280-70 N.(2) 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 t FEET IN SURFACE AREA. O C T 1 6 2023 BASE STATION EQUIPMENT SHELTER.THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED WITH Southold Town A FINISH SIMILAR TO THAT OF ADJACENT STRUCTURES ON THE PROPERTY AND INTEGRATED INTO THE Planning Board )F N f�, ARCHITECTURAL STYLE.ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED IN NO SHELTERS ARE CURRENTLY �i 280 70 N.(3) ACCORDANCE WITH THE MINIMUM HEIGHT AND YARD REQUIREMENTS OF THE ZONING DISTRICT APPLICABLE TO PROPOSED.THIS WILL BE TAKEN INTO / N�l KREQ U I i� T� ®� ® I I (� /` I I I\ THE SITE,AND UP TWO ADJACENT OFF-STREET PARKING SPACES MAY PROVIDED FOR SERVICE BULKA 1 VEHICLES.NOTWITHSTANDING VIHSTANDING THE FOREGOING,BASE EQUIPMENT RELATED TO INTERIOR-MOUNTED CONSIDERATION UPON FUTURE PROPOSALS WIRELESS FACILITIES SHALL BE LOCATED IN AN AREA THAT IS SATISFACTORY TO THE PLANNING BOARD UPON Ir Naf�.: CONSIDERATION OF IMPACTS ON ADJACENT PROPERTIES AND MINIMIZING VISUAL IMPACTS. BASE EQUIPMENT LANDSCAPING,A SCREEN OF EVERGREEN TREES SHALL BE PLANTED OUTSIDE THE FENCE j"s OF THE BASE EQUIPMENT AREA OR SHELTER TO PROVIDE A VISUAL SCREEN OR BUFFER FOR ADJOINING 74 DESCRIPTION REQUIRED EXISTING PROPOSED COMMENTS PUBLIC,THE PROPERTIES AND THE SHALL CONSIST PUBLIC A DOUBLE ROW OF POINTS AND ACCESSIBLE TO THE THAT ARE OF EVERGREEN SCREENING TO BE PLANTED AROUND E MYITY S I �, ec" N 280-70 N.(4) SUFFICIENT DENSITY AND HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FROM VIEW.REQUIRED MINIMUM LOT DIMENSIONS FRONT YARD SETBACK AREAS SHALL BE LANDSCAPED AND INCLUDE SHRUBS AND TREES.SURVIVABILITY OF COMPLIES AREA 160,000 SQ FT * 41,346 SQ FT NO CHANGE NON—COMPLIANT ** THE LANDSCAPING SHALL BE GUARANTEED AND MAINTAINED BY THE APPLICANT FOR THE LIFE OF THE NEW YORK ENSEDPROFESSIONA WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES INSTALLATION. ENGINEER (CENSE NUMBER:095374-1 DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES SITE LIGHTING.THE LIGHTING PERMITTED SHALL BE THE MINIMUM REQUIRED TO PROTECT THE PUBLIC WELFARE.FACILITIES SITED ON EXISTING DEVELOPED SITES SHALL BE INCORPORATED INTO THE LIGHTING ALL LIGHTS REFLECTED • MINIMUM YARDS � DOWNWARDS.ALLL LIGHT TO BE BLOCKED 35 FEET ±29.4 FEET 174'± (TOWER) COMPLIES 280-70 N.(5) PLANS OF THOSE SITES.OUTSIDE LIGHTING SHALL USE FULLY SHIELDED FIXTURES SO THAT THE LIGHT BY PROPOSED EVERGREEN SCREEN IT IS A VIOLATION OF LAW FOR ANY PERSON, FRONT SOURCE IS NOT VISIBLE FROM BEYOND THE PROPERTY LINE,AND NO LIGHT IS REFLECTED OR SHONE UNLESS THEY ARE ACTING UNDER THE DIRECTION MINIMUM YARDS TOWARDS THE SKY,EXCEPT IN THE CASE OF STRUCTURES REQUIRED TO FOLLOW FAA GUIDELINES FOR COMPLIES OF A LICENSED PROFESSIONAL ENGINEER,SIDE 25 FEET 40.7 FEET 86'f (TOWER) COMPLIES SAFETY LIGHTING. TO ALTER THIS DOCUMENT. REAR 25 FEET 61.9 FEET 30't (TOWER) COMPLIES STANDARDS.IN ADDITION TO THE STANDARDS IN ARTICLE XXIV AND THE STANDARDS IN§280-70 HEREIN,ALL BOTH SIDES 50 FEET 102.6 FEET 199'± (TOWER) COMPLIES WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY OBTRUSIVE DESIGN DRAWN BY: CHECKED BY: APPROVED BY: 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 FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR MINIMUM YARDS CONSTRUCTED THAT REQUIRE SITE PLAN APPROVAL: JRF JWS JKM SIDE 25 FEET 40.7 FEET 47'f (COMPOUND) COMPLIES REAR 25 FEET 61 .9 FEET 8'f (COMPOUND) NON—COMPLIANT ** CO-LOCATION.WIRELESS COMMUNICATION FACILITIES SHALL BE DESIGNED TO PROVIDE FOR CO-LOCATION BY BOTH SIDES 50 FEET 102.6 FEET 127'f COMPOUND COMPLIES 280-72 A.(5) MULTIPLE PROVIDERS ORDESIGNED SOTHAT ERS,W WHEREVER OSSIBLITTEDTOACCOMMODATEMULTIPLE COMPLIES RFDS REV #: 3 (COMPOUND) PROVIDERS,WHEREVER POSSIBLE. LANDSCAPE AREA 20% MAX 0% 4.43% COMPLIES 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 CONSTRUCTION 280-72 A.(6) BUFFER OF DENSE TREE GROWTH.AN ANTENNA SUPPORT STRUCTURE THAT IS LOCATED WITHIN A SCENIC MAXIMUM LOT COVERAGE 30% 26.2% 5.8% (NEW) VISTA OR SCENIC LANDSCAPE OR WITHIN 300 FEET OF A SCENIC ROAD,AS DESIGNATED BY THE TOWN,SHALL COMPLIES 32% TOTAL NON—COMPLIANT** NOT BE TALLER THAN 10 FEET ABOVE THE HEIGHT OF TREES WITHIN A RADIUS OF 300 FEET OF THE PROPOSED DOCUMENTS LOCATION,OR 35 FEET MAXIMUM IN THE ABSENCE OF TREES. * — THE WIRELESS FACILITY IS CONSIDERED A SECOND USE ON THE COLOR.ANTENNA SUPPORT STRUCTURES IN THE FORM OF MONOPOLES OR OTHER TOWERS SHALL EITHER SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE BE BLUE/GRAY IN COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OF THE STRUCTURE'S LOCATION SUBMITTALS MII ZONE REQUIRES 80,000 SQ FT PER USE SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BY THE FEDERAL 280-72 A.(7) AVIATION ADMINISTRATION(FAA).IF A WIRELESS COMMUNICATION FACILITY IS INSTALLED ON A STRUCTURE COMPLIES-TOWER TO BE PAINTED BLUE-GRAY R EV DATE DESCRIPTION ** — VARIANCE REQUIRED 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 3 11-30-21 ISSUED FSR PMIT SUPPORTING STRUCTURE SO AS TO MAKE THE ANTENNA AND RELATED EQUIPMENT AS VISUALLY UNOBTRUSIVE AS POSSIBLE. 4 04-04_2. CLJE. COMMEM 5 03-10-22 CUEW MMMEM'S 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 6 06-01-22 CUEW COMMEMS PROPERTY LINES ABUTTING OR ON THE OPPOSITE SIDE OF A STREET FROM RESIDENTIAL ZONE OR USE PERMITTED IN A RESIDENTIAL ZONE,NO ANTENNA SUPPORT STRUCTURES MAY BE CONSTRUCTED UNLESS 7 01/03/23 CUEW COMMEMS 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 8 05/17/23 CLIENT COMMENT$ 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 9 05/18/23 CLIENT COMMEMS BE NO MORE THAN 35 FEET,AND THE BASE EQUIPMENT MUST BE BURIED IN AN UNDERGROUND VAULT.TWO 280-72 A (9) ROWS OF EVERGREEN TREES MUST BE PLANTED ENCIRCLING THE STRUCTURE,ONE ROW AT A DISTANCE TWO ROWS OF EVERGREEN TREES TO BE PROVIDED. 10 08/31/23 CLIENT COMMEMS FROM THE STRUCTURE OF 50%OF THE HEIGHT OF THE STRUCTURE,AND THE OTHER AT 90%OF THE HEIGHT RELIEF SOUGHT AS TO HEIGHT AS NEEDED. OF THE STRUCTURE,TRANSPLANTED TREES SHALL HAVE AMINIMUM 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 2 3 9 A THE HEIGHT OF THE STRUCTURE TO BE SCREENED.SMALLER EVERGREEN SHRUBS MUST BE USED TO FILL IN THE GAPS IN BETWEEN FOR SCREENING DURING THE TIME THE TREES ARE FILLING IN AND MATURING.THE PLANNING BOARD MAY VARY THE ARRANGEMENT OF THE TREES AND SHRUBS TO ACCOMMODATE SPECIFIC DISH WIRELESS PROJECT INFORMATION SITE CONDITIONS,AND ACCOMPLISH THE GOAL OF SCREENING THE FACILITY FROM VIEW OF RESIDENTIAL PROPERTIES.A WRITTEN GUARANTEE FROM THE WIRELESS FACILITI°S OWNER SHALL BE REQUIRED TO ENSURE THAT THE PLANTINGS SURVIVE AND ARE MAINTAINED THROUGHOUT THE EXISTENCE OF THE INSTALLATION N Y N Y C 0 2 2 3 9 A 280-74 C. 4 61405 MAIN ROAD, ROUTE 25 ADJACENT LAND USES STRUCTURES AND ZONING WITHIN 500 FEET. 353'-0"TO NEAREST RESIDENTIAL PROPERTY SOUTH 0 LD, NY 11971 280-74 C.(5) THE LOCATION IN LATITUDE AND LONGITUDE,TYPE AND HEIGHT OF THE WIRELESS COMMUNICATION FACILITY. (SEE SHEET T-1) 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 181'± WA 280-74 C.(11) FALL ZONE RADIUS AND DISTANCE (SEE ALBERTSON MARINE ZONING DRAWINGS BY ELITE TOWERS,LP) SHEET NUMBER WA 280-74 C.(12) PROPOSED MEANS OF ACCESS (SEE ALBERTSON MARINE ZONING DRAWINGS BY ELITE TOWERS,LP) 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) Awl B PROTECTION DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 NOTES 1. CONTRACTOR SHAD_ FIELD VERIFY ALL DIMENSIONS. O 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. ' 1 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. A-2 i#J �ml wn TM LLC 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 0 (1) PROPOSED DISH Wireless r' LLC HYBRID CABLE ROUTED PROPOSED FIRE DEPARTMENT n ALONG ICE BRIDGE EQUIPMENT CABINET ELEVATED m 1` PROPOSED 10'x12' DISH EQUIPMENT PLATFORM (BY o Wireless LLC LLC LEASE OTHERS) AREAjv o c PROPOSED DISH Wireless LLCTH I MZ SEE EQUIPMENT 12" WIDE ICE BRIDGE PROPOSED 150'-0" CONCEALMENT c PROPOSED UTILITY H—FRAME LAYOUT (SHEET A-3) (37'-0" ICE BRIDGE LENGTH) TOWER (BY OTHERS) (BY OTHERS) ---- j ENGINEERING PC. _ OCT 16 2023 i O O O O O O o O O O O O PROPOSED TRANSFORMER Sou- ofd o.,-vn J 90 E. HALSEY ROAD, SUITE 104 O (By OTHERS) Planning �„,� ;� PARSIPPANY, NJ 07054 O O O O O O O O O O O O O O X X X X X X X X X X-X-X X X X X X X X X X X X PROPOSED FIRE DEPARTMENT PROPOSED MESA O ---------- - ICE BRIDGE (BY OTHERS) CABINET (BY OTHERS) ” O I O I `, O I I , dL i 4 x Lx—x: --- E o O N w;: I YORK CEN DES PROFESSIONAL GINEER- LICENSE NUMBER: 095374-1 IT IS A VIOLATION OF LAW FOR ANY PERSON, I UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, I ��\ TO ALTER THIS DOCUMENT. O �� DRAWN BY: CHECKED BY: APPROVED BY: x O I X XJ JRF JWS JKM x RFDS REV #: 3 o x o x I CONSTRUCTION x 1 — o o IIIIIIIIIIIX DOCUMENTS O x SUBMITTALS x O L 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 O REV DATE DESCRIPTION 3 11-30-21 ISSUED FOR PERMIT SEE ANTENNA LAYOUT PROPOSED CHAIN 4 04-04-22 CLIENT' COMMENTS (SHEET A-2) LINK FENCE (TYP) O (BY OTHERS) 5 05-10-22 WENT COMMENTS PROPOSED VERIZON PROPOSED FUTURE PROPOSED ACCESS 6 06-01-22 CLIENT COMMENTS WIRELESS EQUIPMENT CARRIER AREA (` YP) GATE (BY OTHERS) 7 01/03/23 WENT COMMENTS PLATFORM (BY (BY OTHERS) 8 05/17/23 CLIENT COMMENTS OTHERS) PROPOSED VERIZON ENg 05/18/23 CLIENT COMMENTS WIRELESS ICE BRIDGE 10 08/31/23 1 CUENT COMMENTS (BY OTHERS) A&E PROJECT NUMBER NYNYCO2239A 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. A COMPOUND PLAN x 4 2 0 5 10 -1C 1 3/16p'=1'-09p DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS PROPOSED FIRE DEPARTMENT WHIP ANTENNA (BY OTHERS) TOP EL. @ 164'-10" AGL 10V I ; TM L L C (6) PROPOSED DISH Wireless LLC PROPOSED FIRE DEPARTMENT DIPLEXERS MOUNTED BELOW PROPOSED ANTENNAS AND EQUIPMENT ANTENNAS INSIDE EXISTING 5701 SOUTH SANTA FE DRIVE (BY OTHERS) CONCEALMENT POLE LITTLETON, CO 80120 BY OTHERS ,a SF PROPOSED DISH Wireless LLC ANTENNA PROPOSED VERIZON WIRELESS ANTENNAS ( ) ��.lj�'�p 1 PER SECTOR, TOTAL 3 RAD CENTER 146'-1" AGL (TYP ) PROPOSED VERIZON WIRELESS PANEL ANTENNAS (TYP) (BY PROPOSED VERIZON WIRELESS ANTENNAS (BY OTHERS) PROPOSED 40"X150'-0" 000% OTHERS) RAD CENTER @ 141 '-2" AGL MULTI—SECTION, MULTI—SIDED CONCEALMENT POLE (BY OTHERS) C1 ScUl I 1� I 3 PROPOSED DISH Wireless LLC L.L.C. ANTENNAS j RAD CENTER 0 132'-0" AGL Al oENGINEERING P.C. FUTURE CARRIER ANTENNAS RAD CENTER ® 120'-0" AGL ® e 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 SEE ANTENNA LAYOUT (SHEET A-2/DETAIL 2) FUTURE CARRIER ANTENNAS PROPOSED 6"0 MAIN PIPE PROPOSED DISH Wireless LLC MOUNT 6 1 I MAST (FIELD VERIFY MAST .l RAD CENTER © 108 -0" AGL SIZE PRIOR TO (TYP 1 PER SECTOR, TOTAL 3) a I I CONSTRUCTION) (BY B1 41 PROPOSED CANISTER OTHERS) SECTION (TYP) (BY OTHERS) CD / �O F NE`s,to Jt FUTURE CARRIER ANTENNAS K MC�,�� RAD CENTER @96'-0' AGL rya, a j l.-1 PROPOSED 150'-0" 9- CONCEALMENT {CONCEALMENT POLE (BY OTHERS) I I FUTURE CARRIER ANTENNASAIL I I RAD CENTER © 84'-0" AGL 1 awry f n EM c EON . ...��_ EW YO LICENSED PROFESSIONk QCT 1 6 2 23 ENGINE - LICENSE NUMBER:095374-1 0 II Ply:"1 01nningllo�rd IT IS A VIOLATION OF LAW FOR ANY PERSON, _ UNLESS THEY ARE ACTING UNDER THE DIRECTION II OF A LICENSED PROFESSIONAL ENGINEER, II TO ALTER THIS DOCUMENT. II II 12" 6" 0 1' 2' 3' 4' 5' DRAWN BY: CHECKED BY: APPROVED BY: (1) PROPOSED DISH Wireless LLC 1/2"=1'-0" JRF JWS JKM RET CABLE ROUTED UP WITHIN II ANTENNA LAYOUT EXISTING CONCEALMENT POLE I) II RFDS REV #: 3 (12) PROPOSED DISH Wireless LLC (I ANTENNA TRANSMISSION CABLE MOUNTING BRACKET COAX CABLES ROUTED UP WITHIN SECTOR POSITION EXISTING OR MANUFACTURER - MODEL TECHNOLOGY SIZE (HxW) AZIMUTH RAD FEED LINE TYPE MANUFACTURER — CONSTRUCTION EXISTING CONCEALMENT POLE II PROPOSED NUMBER CENTER AND LENGTH MODEL NUMBER DOCUMENTS II II (4) 7/8" COAX II ALPHA Al PROPOSED COMMSCOPE - FW-65B-R3 5G 1.9" X 11.81 70' 132'-0" (1) RET CABLE (1) CCI PRODUCTS - II (160' LONG) HPA-33R—BUU—H4 SUBMITTALS (I REV DATE DESCRIPTION II (1) PROPOSED DISH Wireless 3 11-30-21 ISSUED FOR PERM€r II LLC HYBRID CABLE ROUTED ii ALONG ICE BRIDGE - _ - (4) 7/8" COAX 4 04-04-22 CUENT COMMENTS BETA B1 PROPOSED COMMSCOPE FVV 65B-R3 5G 1.9" X 11.81 190' 1320-00 RET CABLE (SHARED (1) CCI PRODUCTS - 5 05-10-22 CUENT COMMENTS II PROPOSED DISH Wireless LLC WITH ALPHA) HPA-33R-BUU-H4 " • 8 08-01-22 CLIENT COMMENTS 12 WIDE ICE BRIDGE (160 LONG) �j (37'-0" ICE BRIDGE LENGTH) 7 01/03/23 CUENT COMMENTS PROPOSED VERIZONII 8 05/17/23 CUENr COMME11rtS DEPARTMENT II PROPOSED FIRE DEPART (4) 7/8" COAX WIRELESS ICE BRIDGE (TYP) EQUIPMENT CABINET ON RAISED 9 05/18/23 CUENr Cokt"�OM (BY OTHERS) II EQUIPMENT PAD (BY OTHERS) GAMMA C1 PROPOSED COMMSCOPE - FW-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 10 oe/31/23 CUENr COMMENTS WIRELESS EQUIPMENT I) PROPOSED UTILITY H-FRAME (160' LONG) A&E PROJECT NUMBER PLATFORM (BY OTHERS) II (BY OTHERS) PROPOSED CHAIN LINK L_ NYNYCO2239A FENCE (TYP) (BY OTHERS) j :,_ DISH WIRELESS PROJECT INFORMATION SECTOR POSITION RRH NOTES N Y N Y C 0 2 2 3 9 A MANUFACTUREE - MODEL TECHNOLOGYMR 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION REDS FOR ALL RF 61405 MAIN ROAD, R0UTE 25 Al SAMSUNG - RF4451D-70A 5G DETAILS. SOUTHOLD, NY 11971 AWS3/AWS4 4T4R 320W ALPHA SAMS3/ASR T45 320W 2. ANY EQUIPMENT CHANGES SHALL BE SHOWN ON REVISED Al 5G TB 4T4R 280W RU CONSTRUCTION DRAWINGS AND IN A REVISED STRUCTURAL ANALYSIS AND SHALL BE APPROVED BY THE TOWN PRIOR TO INSTALLATION. SEE EQUIPMENT B1 SAMSUNG - RF4451D-70A 5G LAYOUT (SHEET A-3) BETA AWS3/AWS4 4T4R 320W SHEET TITLE B1 SAMSUNG - RF445OT-71A 5G EQUIPMENT ELEVATION, ANTENNA TB 4T4R 280W RU LOCATION QTYLAYO U T AND SCHEDULE C1 SAMSUNG - RF4451 D-70A 5G EXISTING OR MANUFACTURER - MODEL SIZE (HxWxD) WEIGHT GAMMA AWS3/AWS4 4T4R 320W PROPOSED NUMBER SHEET NUMBER C1 SAMSUNG - RF445OT-71A 5G PLATFORM 1 PROPOSED RAYCAP RDIDC-9181-PF-48 18.987x14.397x8.15" 21.82Lbs TB 4T4R 280W RU -2 PROPOSED NORTH ELEVATION 20 10 0 20 40 1 ANTENNA SCHEDULE NO SCALE 3 1 =20 DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" OF FILL PER EXISTING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH Wireless LLC L.L.C. CONSTRUCTION MANAGER AT TIME OF CONSTRUCTION. INSTALLED UNDER THE PLATFORM (4 MIL BLACK PROPOSED DISH WIRELESS 8'-0" X 10'-0" PLASTIC) PREFABRICATED ELEVATED EQUIPMENT PLATFORM (3'-0" ABOVE GAE HANDRAIL MINIMUM) WITH PLATFORM PROPOSED DISH WIRELESS OVP PROPOSED DISH WIRELESS 3. EQUIPMENT CABINET OMITTED FOR CLARITY TM LLC (SEE DETAIL 1, SHEET A-7) BOX ON PROPOSED H—FRAME DIPLEX F ON PROPOSED H—FRAME wo (TYP. OF 4 PER SECTOR, 12 TOTAL) (STACKED) 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 X X X X X X X % X X X X X X X % X K X X x X X X X X x X x PROPOSED DISH WIRELESS RRH PROPOSED CHAINUNK FENCE (BY OTHERS) x ON PROPOSED H-FRAME e TOTAL) (STACKED) ECTOR, 6 x ! PROPOSED DISH I WIRELESS GPS ANTENNA w I M M x x 3'-0" T H I ENGINEERING P.C. 0o® 000 000 ®o0 o0 0 0 JF 0 0 0 ou HI 90 E. HALSEY ROAD SUITE 104 x $ =6 7- I PARSIPPANY, NJ� 07054 a x � I I I PROPOSED DISH a WIRELESS H—FRAME x (TYP.) (SEE DETAIL 4, � �' SHEET A-7) 'A E C F OCT 16 2023 PROPOSED DISH WIRELESSx _ �Z�OF NEbour EQUIPMENT CABINET ON I `' �.e�y K A �' ELEVATED EQUIPMENT PLATFORM x I ��'�' ,�' Soo ' PROPOSED DISH WIRELESS xFMB ON PROPOSED H-FRAME - '< ✓ . +t414L / f�A 095 .° x $ > < I i 0 I E�' K McKEO o NEW ORK LICENSED PROFESSIONAL x I ENGINEER- LICENSE NUMBER:095374-1 I > < < < • " x • IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, x PROPOSED DISH WIRELESS TO ALTER THIS DOCUMENT. PPC ON PROPOSED H—FRAME DRAWN BY: CHECKED BY: APPROVED BY: x • x e e I JRF JWS JKM RFDS REV #: 3 x < < - CONSTRUCTION x - - I DOCUMENTS x I SUBMITTALS x REV DATE DESCRIPTION 3 11-30-21 ISSUED FOR PERMIT I 4 04-04-22 CLIENT COMMENTS PROPOSED DISHo ' WIRELESS ICE BRIDGE I wl 1'-0" 5 05-10-22 CLIENT COMMENTS x TYP. 8 06-01-22 CLIENT COMMENTS 7 01/03/23 CLIENT COMMENTS x R8 1 05/17/23 CLIENT COMMENTS 9 05/18/23 CUENT COMMENTS PROPOSED CONCRETE PIER PROPOSED DISH 10 08/31/23 CLIENT COMMENTS (TYP.) (SEE DETAIL 2, SHEET A-7) WIRELESS WORK LIGHT A&E PROJECT NUMBER NYNYCO2239A PROPOSED PLATFORM ACCESS DISH WIRELESS PROJECT INFORMATION LADDER WITH SAFETY CHAIN (SEE 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 NOTE: EQUIPMENT PLATFORM AND H—FRAME DETAILS DESIGN OF PIERS WILL NEED TO BE REVIEWED AFTER ELITE PROVIDES GEOTECH. SHEET NUMBER -3 DISH Wireless LLC. 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 ENCLOSURE DIM (HxWxD) 29.25"x19.00"x8.50" ESOA600—HCB04 (HEX) ' WEIGHT: 80 lbs ENCLOSURE TYPE NEMA 3R RAINPROOF DIMENSIONS (HxWxD) 75"x32"x32" / OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G UL LISTED FILE E-2875 'EIGHT EMPTY 625 lbs (approx.) I I4� � ( ) / g iWi TM L L C ELAM O O 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 1 fli 000 000 x:, O 0 0 9 O � • 00 00 00 00 ..,. 00 00 00 00 00 00 O 0 ® I UTH o ENGINEERING P.C. l.EQ RIGHT FROM SACK B&Q}S sm FRONT �lQE �1QE �1QE �1QE FRONT 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 Yom.- FIBER TELCO ENCLOSURE PROPOSED FLEXIBLE RIGID INNER EMT METER SOCKET TYPE RINGICE BRIDGE DUCTS CONDUIT ENCLOSURE DIMS (HxWxD) 20"x20"x9" PROPOSED X" DIA /• �� f� ENCLOSURE DIM (HxWxD) 16»x12»x6 ENCLOSURE WEIGHT 20 lbs HYBRID CABLE I \—CONDUIT f�,��`�,e�o K k" 'off_ MAIN AMPERE RATING 200A MOUNTING WALL (OPTION ) I SUPPORT 4- �;�� WEIGHT 18 LBS PLAN I I BRACKET AND BANDING 4 'r; PROPOSED X" DIA 11 ® 10'-0" O.C. ' .7 COMPLIANCE TYPE 4 HYBRID CABLE I I s s � FRONT (OPTION "B") IKGD /NEW YOR CENSED PROFESSIONAL • O O O I OCT � � 2023 � < ENGINE - LICENSE NUMBER:095374-I ® ° 0 0 0 PROPOSED CABLE CLAMP Sa"hculld i own e oe ® 3'-0" O.C. Planning Board IT IS A VIOLATION OF LAW FOR ANY PERSON, cl UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, EXISTING TO ALTER THIS DOCUMENT. MONOPOLE DRAWN BY: CHECKED BY: APPROVED BY: I JRF JWS JKM 000 e e RFDS REV #: 3 o _L° ° ° CONSTRUCTION BACK FRONT BACK FRONT DOCUMENTS METER SOCKET DETAIL No SCALE 4 FIBER TELCO ENCLOSURE DETAIL No SCALE 5 HYBRID CABLE RUN NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 3 11-30-21 ISSUED FOR PERMIT C O M M S C O P E W B—K 110-8 INCLUDED WB—T12-3 TRAPEZE KIT, � 5 22CUCOMMENTS BRIDGE KIT PRODUCTS: 3 RUNGS 0 � M DIMENSIONS (HxL) 160"x10' WB—L612-3 SUPPORT BRACKET 6 06-01-22 CLIENT COMMENTS MF-130 DIRECT BURIAL PIPE FINISH SLOPE 7 01/03/23 CLIENT COMMENTS WEIGHT/ VOLUME 325.0 LBS COLUMN, 13'-4" TO DRAIN � g 05/17/23 CLIENT COMbIENTS CABLE RUN (QTY) 12 9 05/18/23 CUENT COMMENTS PROPOSED TIMED LIGHT (RB 10 08/31/23 CUENr COMMENTS P/N STL36OH) SUPPORT BRACKET A—A A—A (TYP OF 1 PER ICE A&E PROJECT NUMBER TRAE KIT z (WB—LB12-3) F I CANOPY POST, TOTAL OF 4) N Y N YC0 2 239 A (WB—Tl 3) 3" DIA SCH 40 PIPE t° DISH WIRELESS PROJECT INFORMATION ( PROPOSED 3.5" DIA. 6 SUPPORT BRACKET o SCH 40 PIPE _I " " N Y N Y C 0 2 2 3 9 A (WB—LB 12-3) 8 GALVANIZED M 3 Wx10 —0 LONG SCH. 40 PIPE 61405 MAIN ROAD, ROUTE 25 °°° °°° TRAPEZE KIT 18" DIA DRILLED • o o (WB—T12-3) PROPOSED 1'-6" PIER FOUNDATION SOUTHOLD, NY 11971 o ° DIA. CONCRETE PIER (TYP) ° g co 0 o°Q°°°o A—A SECTION © GFCI DUPLEX OUTLET WITH NEMA 3R SHEET TITLE 3.5" DIA GALV SCHOUTLET COVER (TYP OF 2) 40 PIPE (SPACED 3.5" DIA GALV SCH NOTE: © EQUIPMENT DETAILS — 1 9'—O" MAX) 40 PIPE (SPACED 1. MOUNT TIMED LIGHT & OUT PER (MF-130) 9'-0" MAX) MANUFACTURERS RECOMMENDATIONS Li (MF-130) CONCRETE PIER SHEET NUMBER PLAN FRONT A-4 ICE BRIDGE DETAIL NO SCALE 7 TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE 8 WORK LIGHT DETAIL No SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 PCTEL 1.75"0 GPSGL—TMG—SPI-40NCB 1.so"� MINIMUM OF 75% OR DIMENSIONS (DIAxH) MM/INCH 81 x184mm O 270' IN ANY DIRECTION 3.2"x7.25" WEIGHT W/ACCESSORIES 075 lbs GPS CONNECTOR N—FEMALE ISP FREQUENCY RANGE 1590 f 30MHz e�N�,;�jti BF ?¢� o TM LLC s ��s 5701 SOUTH SANTA FE DRIVE CUI2PSM6P4XXX CUI2PSM9P6XXX LITTLETON, CO 80120 GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 10' 1.41"0 • 0 0 J 0 0 4 O 0 0 eFNa?;�i,,yAL 0 o RqMTH CUI2PSM9P8XXX s ENGINEERING R.C. (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 LINE DETAILS !, 411 I22h UNE TYPE COAX MANUFACTURER TBD JE ON YORK U NSED PROFESSIONAL MODEL NUMBER COAX — 7/8 E GINEER;,,A ENSE NUMBER:095374-1 DIAMETER (O.D. IN.) 1.102 IT IS A VIOLATION OF LAW FOR ANY PERSON, WEIGHT (Lbs. PER FT.) 0.302 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, QUANTITY 12 TO ALTER THIS DOCUMENT. APPROX. CABLE LENGTH 140 >.!;._� ?, DRAWN BY: CHECKED BY: APPROVED BY: OCT 16, 2023 JRF JWS JKM „ia��paid �o�.�.n P1nnn REDS REV nn PoDrd #: 3 CONSTRUCTION DOCUMENTS LINE DETAILS NO SCALE 5 NOT USED No SCALE 6 SUBMITTALS REV DATE DESCRIPTION 3 11-30-21 ISSUED FOR PERMIT 4 04-04-22 CLIENT COMMENTS 5 05-10-22 CLIENT COMMENTS 8 08-01-22 CLIENT COMMENTS 7 01/03/23 CLIENT COMMENTS 8 05/17/23 CLIENT COMMENTS 9 05/18/23 CLIENT COMMENTS 10 08/31/23 1 CLIENT COMMENTS A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE EQUIPMENT DETAILS — 2 SHEET NUMBER A=5 NOT USED No SCALE 4 NOT USED No SCALE 7 NOT USED No SCALE $ DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 SAMSUNG - MID BAND SAMSUNG - LOW BAND EEI TRIAD-FPS MOUNT RF4451 D-70A RF4450T-71 A0 0 DIMENSIONS (HxWxD) 2"x5.72"x.25" O T O DIMENSIONS (HxWxD) 15"x15"x8.9" DIMENSIONS (HxWxD) 15"x16.5"x11" WEIGHT: 5.5 LBS QTY: 6 WEIGHT 61.3 lbs WEIGHT 94.6 lbs SPECIFICATIONS: ROUND OR POLYGON POLES 3" FPS PIAN 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 m . - TM L L C —36 to 58 VDC PLAN (-36 to 58 VDC PLAN EEI TRIAD—AB MOUNT 5701 SOUTH SANTA FE DRIVE CA LITTLETON, CO 80120 DIMENSIONS (HxWxD) 2"x10"x.25" AB PLAN WEIGHT: 2 LBS QTY: 6 SPECIFICATIONS: ANTENNA BRACKET, 1/4" HRPO GUSSET ASSEMBLY AB FRONT BOLT, HEX NUT 0 0EEI TRIAD—AB—/ FLAT WASHER &, LOCK WASHER I TH O O EEI TRIAD— FPS 69 POLE ENGINEERING P.C. BACK FRONT BACK FROM THREADED PSB PNFPS/AFRONT ROD (TYP) /ALA 90 E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 RRH DETAIL NO SCALE RRH DETAIL NO SCALE 2 MAST MOUNT DETAIL NO SCALE 3 COMMSCOPE M04 MOUNTING BRACKET RAYCAP RDIDC-9181 —PF-48 - — FVV-65B—R3 ANTENNA HPA-33R—BUU—H4—K DC SURGE PROTECTION (OVP) DIMENSIONS (HxWxD) 71.9"x11.8"x7.1" WIDTH 5" DIMENSIONS (HxWxD) 18.98"x14.39"x8.15" s;ZE£j- TOTAL WEIGHT 43.8 LB PLS DEPTH 2" WEIGHT 21.82 LBS , �, " rpfi RF PORTS, CONNECTOR TYPE 6 x 4.3-10 FEMALE HEIGHT 8" PLAN MOUNTING est" BRACKETal~ TOTAL WEIGHT 1.5 lbs n '$ a , 0 0 HOUSING MATERIAL ASA/ABS/ALUMINUM ANTENNA ° jlidEMy 1 EON 0 RADOME COLOR LIGHT GRAY NEW YOR LICENSED PROFESSIONAL ENGINEE - 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: Or JRF JWS JKM MOUNTING 1 100 PIPE ° RFDS REV #: 3 OR DISH Wireless LLC e e LLC. APPROVED CONSTRUCTION B6QK zx FRONT sm B6QK ERONT DOCUMENTS ANTENNA DETAIL NO SCALE 4 ANTENNA MOUNTING DETAIL NO SCALE 5 SURGE SUPPRESSION DETAIL (OVP) NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION C O M M S C O P E r.._,, 3 11-30-21 ISSUED FOR PERMR �" °` 4 04-04-22 CUM COMMENTS CDX623T-DS-B DIPLEXER OCT 1 C 20 23 5 05-10-22 CI.IEPIT COMMENTS DIMENSIONS (HxWxD) 8.8"x4.9"x4.5" Sociil ih�- i o�^^an 6 06-01-22 CLIENT COMMENTS Pinnning ^card 7 01/03/23 CLIENT COMMENTS WEIGHT 10.14 lbs 8 05/17/23 CLIENT COMMENTS CONNECTOR TYPE 7-16 DIN CLI FEMALEg 05/18/23 ENT COMMENTS 10 08/31/23 1 CLIENT COMMENTS O 0 O A&E PROJECT NUMBER Oo0 NYNYCO2239A RLAN DISH WIRELESS PROJECT INFORMATION NYNYCO2239A To OT 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE EQUIPMENT DETAILS — 3 BACK FROM SHEET NUMBER A-6 DIPLEXER DETAIL NO SCALE 7 NOT IN USE NO SCALE 8 NOT IN USE NO SCALE 9 DISH Wireless LLC. TEMPLATE VERSION 34 — 06/11/2021 PROPOSED PREFABRICATED 40" OUTSIDE (TYP)" 38 CTC (`TYP) EQ-P0810 B AD — EQUIPMENT PLATFORM EQL.2 STEEL PLATFORM PROPOSED BASE PLATE (SEE DETAIL 1) PLATFORM ACCESS LADDER TOTAL WEIGHT *1017.8 lbs RUNG WELDMENT QTY 2 77� MAX LOAD CAPACITY 10,000 lbs PROPOSED HSS4X4X3/8 COWMN TOTAL HEIGHT 68" o 1-1f2" 19-6" TOTAL WEIGHT 47.62 lbs v F PROPOSED8 z TYP " �: �� ' " Y TM L L C n10"X 10"X3/8 1 4 NOTES. z o BASEPLATE — (EQL. 2 SHOWN FOR CLARITY PURPOSES) — ALL DIMENSIONS SHOW AS "TYP" WILL BE o 5701 SOUTH SANTA FE DRIVE • GRADE LEVEL THE SAME FOR ALL LADDER ASSEMBLIES am. o 0 o LITTLETON, CO 80120 00 t° PROPOSED 5/8" A61501% 2 �` ANCHOR BOLT o N �I ��\�� \�� EMBEDED V-6" IN PROPOSED " _, t PIER (TYP.) HHS 2 ) d• v 4X4X3/8" w ' .'• ••; ' : PROPOSED COLUMN cn n. o t° 10"X10"X3/8" - - - - - - - - - - - - w w 1" BAR GRATING F• BASEPLATE _,_,._.. N I4e. M � .• , .; s 1 p' PROPOSED PLAIN CONCRETE PIER d' r is N N • ''� '• '• (4,000 PSI CONCRETE) NOTE: M •e IM T •• + : ' • PROPOSED " DESIGN OF PIERS WILL NEED 1 O"X10='X3/8 PLATE TO BE REVIEWED AFTER ANGLE ENGINEERING P.C. FRONT �E 1'-6" ELITE PROVIDES GEOTECH. DETAIL �� 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 .a OF NEpl NOTES. • + /�'� \�l K Mr r �� 8 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. �o I Or A,,.. u `)7e < 2 10e EM c ON 7 • . ® /NEW YOR LICENSED PROFESSIONAL Z 15 17 ENGINEE - LICENSE NUMBER: 095374-1 ® ` IT IS A VIOLATION OF LAW FOR ANY PERSON, 6I • • , UNLESS THEY ARE ACTING UNDER THE DIRECTION e ° OF A LICENSED PROFESSIONAL ENGINEER DETAIL A ° ALL CORNERS • ' TO ALTER THIS DOCUMENT. SCALE 1 :4 � � DRAWN BY: CHECKED BY: APPROVED BY: 9 \' DETAIL E 4 1 SCALE 1:4 ,• 0 11 ° JRF JWS JKM 12 ' ' RFDS REV #: 3 CONSTRUCTION 7 ° - DOCUMENTS 3 i ~' SUBMITTALS 13 REV DATE DESCRIPTION cif OCT � 6 2022 3 11-30-21 ISSUED FOR PERMIT � 4 04-04-22 CLIENT COMMENTS DETAIL C ° 5 05-10-22 CLIENT COMMENTS SCALE 1 :4 Piannng Bc,rd° 8 08-01-22 CUENT COMMENTS 4, ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTE NO. cr 7 01/03/23 CLIENT COMMENTS 1 GB-03105 3/8"X 1"GALV BOLT KIT 14 0.05 LBS ` f 2 GB-03205 3/8„X 2 GALV BOLT KIT 28 0.08 LBS 11 . ° 8 05/17/23 CLIENT COMMENTS 3 GB-05205 5/8 X 2 GALV BOLT KIT 28 0.26 LBS e o 9 05/18/23 CLIENT COMMENTS 4 GWF-03 3/$ GALV FLAT WASHER 14 0.01 LBS P 5 GWF-05 5/8" GALV FLAT WASHER 28 0.06 LBS ° 10 08/31/23 CLIENT COMMENTS i 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 0 9 MTC3979HR13 HANDRAIL, HORIZONTAL 2 6.51 LBS DISH WIRELESS PROJECT INFORMATION 6 10 MTC3979HR14 HANDRAIL, HORIZONTAL 2 5.44 LBS ° ;zre 11 MTC3979HR15 PLATE, HANDRAIL TOEBOARD 2 16.52 LBS +• ° ° NYNYCO2239A 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 ITS1220 12-24 X 2"SELF DRILLING SCREW 16 0.03 LBS US TS1220 IN FAIRS TO ATTACH 17 ITS1275 1 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 TS1220 IN PAIRS TO ATTACH HANDRAILS TO 4X4 POSTS. SHEET NUMBER -7 EQUIPMENT PLATFORM HANDRAIL DETAIL NO SCALE 4 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND —48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED UNDERGROUND UTILITY CONDUIT ROUTE. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. KA 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 DRIVE TA F SANE 5701 SOUTH REQUIRED TO MEET NEC STANDARDS. LITTLETN 80E 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. • EXISTING WOODED AREA 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. IM U TH ENOINEERINt3 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. f�--1-H- 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. �— PROPOSED UNDERGROUND POWER Nr' CONDUIT (LENGTH: 72'-0"t) 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG Pii k i V' C ° ° ° ° ° ° ° ° ° ° 1 ° ° ° sc EOI ,l 0 0 0 0 0 0 0 0 0 0 0 0 0 YORK LICE ED PROFESSIONAL ° x x x x x x x x x x x x x NEER- LIC SE NUMBER:095374-1 _ RT ° 0 ° o = `r` _ �� I IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION ° OF A LICENSED PROFESSIONAL ENGINEER, -_ -- PROPOSED DISH Wireless LLC TO ALTER THIS DOCUMENT. ° x " x— UTILITY METER WITHIN EXISTING i VACANT METER BANK DRAWN BY: CHECKED BY: APPROVED BY: ° x ° I O _c\\/ PROPOSED UNDERGROUND FIBER JRF JWS JKM ° x ` CONDUIT (LENGTH: 60'-0"f) RFDS REV #: 3 ° xto I 1111111H IBM 11 tu ffl 1. � x ° x CONSTRUCTION ° x ° x DOCUMENTS ° x x x x x x x x x x x x xJ ° SUBMITTALS UO REV DATE DESCRIPTION 3 11-30-21 ISSUED FOR PERMIr 4 04-04-22 CLIENT COMMENTS OCT 16 202 55 05-10-22 CUENT COMMENTS 8 08-01-22 CLIENT COMMENTS EXISTING PAVED PARKING AREA -- S�x+thoiu-i o'.ti'n 7 01/03/23 CLIENT COMMENTS P nning EXISTING 8 05/17/23 CUENT COMMENTS BUILDING 9 05/18/23 CUENT COMMENTS 10 08/31/23 1 CLIENT COMMENTS A&E PROJECT NUMBER NYNYCO2239A DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER 12' 8' 4' 0 10' 20' Eml UTILITY ROUTE PLAN 1 ELECTRICAL NOTES NO SCALE 2 3/32#9=1 9-001 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. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY DISH Wireless LLC L.L.C. CLI._r OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT DISH Wireless LLC FIBER DISTRIBUTION PANEL. MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. L.L.C. PROVIDES 0 12AWG WIRE ( PROPOSED DISH Wireless LLC NOTE: FIBER PROVIDER WILL NEED TO PROVIDE AN ft, 1L3WTM LLC 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL TAIL) L.L.C. PROPOSED FIBER STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS TE CO FIBER ENCLOSURE PROPOSED DISH Wireless LLC NID, IF REQUIRED ADDITIONAL 5FT UNISTUTS, 2 U—BOLTS WITH 4 NUTS, REQUIRED TO MEET NEC STANDARDS. > L.L.C. UNI IN THE EVENT THE 5701 SOUTH SANTA FE DRIVE 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. UNISTRUFF SPACING BELOWPROPOSED FIBER PROVIDER IN IN OUT c 4. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. ooDISH Wireless LLC L.L.C. 1-1/4- FLEX CONDUITS VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. FIBER JUMPER TO CABINET FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF WILL NEED TO BE POWER TO FIBER PROVIDER NID TELCO BOX OF NID ENCLOSURE AND 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. TERMINATED BY FIBER PROPOSED DISH Wireless LLC INSTALL 1-1/4" LIQUID TIGHT PROPOSED DISH PROVIDER ON OTHER SIDE OF � L.L.C. 12 AWG WIRE 6' CONNECTORS, UL LISTED, NYLON Wireless LLC L.L.C. BULKHEAD/LC TO LC ( MATERIAL, WITH 0—RING GASKET 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 10 AMP DISTRIBUTION CONNECTOR WHERE CIRCUIT BREAKER c:m IS TERMINATED. FIBER PROVIDER TO INSTALL 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. 1-1/4" FLEX CONDUITS BETWEEN INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. IN INmmmm� PROPOSED DISH Wireless LLC oo FDP TELCO BOX & NID i M TH PROPOSED FIBER PROVIDER L.L.C. 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES FIBER LATERAL FROM RIGHT 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless LLC ENO 1 N E E R I N O P.C. INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. PROPOSED DISH Wireless LLC 0 O WAY TO STREET, L.L.C. TE L.L.C. TERMINATED TO FDP PROPOSED DISH Wireless LLC E RE 90 E. HALSEY ROAD SUITE 104 EMI SH Wireless LLC L.L.C. p S�E �OS it l�ss LLC E. HAL EY R D, SUITE 07054 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. L.L.C. PROPOSED DISH Wireless LLC 12 AWG WIRE L.L.C. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCT10N BOXES, PULL BOXES, AND ALL 1-112" POWER FROM CABINET L.L.C. IN N 1-1/2" FIBER TO CABINET DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. DIS Wireless LLC L.L.C. 1-1 e2" FIBER TO CABINET INSTALLS 1-1/2" CONDUITS PRO 0SED DISH Wireless LLC PROPOSED DISH Wireless LLC 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. ��. _ C j y ELECTRICAL NOTES NO SCALE DARK TELCO BOX — INTERIOR WIRING LAYOUT NO SCALE LIT TELCO BOX — INTERIOR WIRING LAYOUT OPTION NO SCALE (OPTIONAL) F 095374 AEMY' McKEO NEW YORK LENSED PROFESSIONAL ENGINEER- ICENSE 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 PROPOSED DISH Wireless UNLESS A L ENTHEYASREDAPROFESSNONALTENGHE WEERTION SPACES (BY OTHERS) LLC 200A POWER METER TO ALTER THIS DOCUMENT. PROPOSED DISH Wireless LLC WITH DISCONNECT LOAD CENTER AT 200A PPC DRAWN BY: CHECKED BY: APPROVED BY: CABINET POWER SECTION JRF JWS JKM M M M M M 200/3 RFDS REV #: 3 2 NEUTAL '� CONSTRUCTION GROUND PROPOSED DOCUMENTS PROPOSED DISH DISH Wireless LLC 200A, Wireless SUBMITTALS 120/208V, 10 3W LLC LCO PROPOSED AC CABINET C BI' MESA CABINET REV DATE DESCRIPTION INE• (BY OTHERS) --� ' 3 11-30-21 ISSUED FOR PERMff SEE TRENCHING NOTE 1 2" RGSTT 1 6 2023 4 04-04-22 MEW MMMEM So�strold Tc^.'n 5 OS-10-22 CLIENT Cmmmm TRENCHING NOTES WORK Fl SPECIFICATIONSLL PER SITE % r:..nning E oc d 6 06-01-22 CUENr COMMEM 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) o: 7 01/03/23 CLIENT COMMENTS TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL 8 05/17/23 MENT COMMEM CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS PW PWR PWR PWR PWR PWR PW PWR 9 05/18/23 CLIENT COMMENTS REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 " PWR PWR PWR PWR PWR PW PWR 10 08/31/23 MENr COMMENTS AREAS TO ITS ORIGINAL CROSS / 6 WIDE WARNING TAPE A&E PROJECT NUMBER SECTION. // //�/ FBR FBR FBR FBR FBR NYNYCO2239A 2. TRENCHING SAFETY; INCLUDING, o 0 BUT NOT LIMITED TO SOIL ��\ \\� m—0� PVC SCH. 40 CONDUIT FOR FIBER CADWELD DISH WIRELESS PROJECT INFORMATION CLASSIFICATION, SLOPING, AND \ t° � (CM TO CONFIRM) NOTE: N Y N Y C 0 2 2 3 9 A SHORING, SHALL BE GOVERNED Z z / t �� w z o RISER DIAGRAM IS FOR REFERENCE 61405 MAIN ROAD, ROUTE 2 5 BY THE CURRENT OSHA a 0 ONLY. WIRE SIZES AND FINAL WIRING TRENCHING AND EXCAVATION c 0 \ N 0 ' , '::" •: •' ."• �� c V) PVC SCH. 40 CONDUIT CONFIGURATION TO BE PROVIDED AFTER SOUTHOLD, NY 11971 SAFETY STANDARDS. z I �.. •.:.• •: \ M 0 COMPLETION OF UTILITY CONSULT. 3. ALL CONDUITS SHALL BE W INSTALLED IN COMPLIANCE WITH 0 / GROUND ROD w'. THE CURRENT NATIONAL / SHEET ELECTRIC CODE (NEC) OR AS UTILITY WARNING TAPE PVC SCH. 40 CONDUIT TITLE 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 UnUTY COMPANY BACKUP GENERATOR DELTA NETWORK CABINET NOTES 120/240V 10 SERVICE CAMLOCK GEN PLUG PROPOSED POWER PROTECTIVE CABINET DELTA ELITE-X DC PLANT 120/24OV, 1 PH, SERVICE RATED, THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY OVERALL UL LISTED POWER CENTER, THE ADJUSTMENT FACTOR OF 80% PER 2020 NEC TABLE 310.15(C)(1) FOR UL1015 UTILITY SERVICE N3R, 65K/10K AIC SERIES RATED. WIRE. (ALL WIRE AND TERMINATION HARDWARE TO BE RATED 75-C) F ENTRANCE 120/240 VAC MAIN BREAKER WITH #12 FOR 20A OCPD WIRE DERATING: 0.8 x 25A - 20.OA 1 PH 2O0A 200A INTERLOCKED GENERATOR (2) PROPOSED 8 FOR 40A OCPD WIRE DERATING: 0.8 x 50A - 40.OA N 65K C FEED, 200A 10K AIC 1.0" EMT CONDUIT (3) 3/0 WITH #6 GROUND OSURGE SUPPRESSION CONDUIT SIZING: AT 40% FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358. M IN 3" SCH 40 CONDUIT DEVICE 140KA MOV " TM 1.0 CONDUIT - .3460 SQ. IN AREA NEW 200A, 120/240V, 1�3% 3.0" CONDUIT - 3.538 SQ. IN AREA GFCI 01 02 PROPOSED 2#8, 1#8 SHARED GND. 5701 SOUTH SANTA FE DRIVE NEMA 3R, UTILITY COMPANY 15A 40A FOR RECTIFIER 1 LITTLETON, CO 80120 APPROVED METER ENCLOSURE. M 03 04 15A 05 O6 (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 1 SPACE 09 10 #8 - 0.0366 SQ. IN X 1 0.0366 SQ. IN <GROUND IN 3 SCH 40 CONDUIT O PROPOSED 2 8 1 8 SHARED GND. TOTAL = 0.1830 SQ. IN SPACE 11 12 40A FOR RECTIFIER 2 SPACE 13 14 RECTIFIER & GFCI CONDUCTORS NEW 24OV, 200A, 200AF, SPACE SPACE 2P, NEMA 3R, SERVICE #12 - 0.0133 SQ. IN X 2 - 0.0266 SQ. IN 0 0732 SQ IN RATED DISCONNECT SWITCH. -� 15 168 - 0.0366 SQ. IN X 2 . SCCR 100kA SPACE SPACE 200 17 18 #8 - 0.0366 SQ. IN X 1 = 0.0366 SQ. IN <GROUND SPACE 19 �SPACE TOTAL 0.1364 SQ. IN 000rt. I TH SPACE 21 22SPACE ENGINEERING P.C. SPACE 23 24SPA E - 1.0" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES, SPACE SPACE INCLUDING GROUND WIRE, AS INDICATED ABOVE. 90 E. HALSEY ROAD, SUITE 104 PROPOSED 212 PARSIPPANY, NJ 07054 - FOR CONVENIENCE OUTLET PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. #4 CU (GROUNDING 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/O CU 250 kcmil CU 300 kcmil CU 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE. ��- yD ►�EOF ,Vt;� CONTINUOUS LOAD (13) (NEC ARTICLE 220 & 230 130' 155' 145' 180' 215' 255' �3, p� 3R VOLTAGE DROP O PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, AL CONTINUOUS LOAD (16M) ! ! ! ! ! ! y (NEC ARTICLE 220 & 230 220 260 240 300 360 425 250kcmil AL - 0.3970 SQ. IN X 3 = 1.191 SQ. IN 57L VOLTAGE DROP) #4 AL - 0.0824 SQ. IN X 1 - 0.0824 SQ-IN <GROUND NOTES: ©� •'7 1. 250 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 DISH Wireless LLC. FIRST MEANS OF DISCONNECT/UTILITY COMPANY MEET-ME POINT. REFER TO VALUES ABOVE TO UNIT VOLTAGE 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, xIJrvVYO E c EON DROP TO 3%. INCLUDING GROUND WIRE, AS INDICATED ABOVE. 2. ALUMINUM/COPPER CONDUCTORS MUST BE RATED 75-C. LICENSED PROFESSIONAL 3. ALUMINUM TO COPPER BUSS CONNECTIONS MUST MEET AND CONFORM TO ANSI AND BE UL USTED. USE ANTI CORROSION ENGINEE - LICENSE NUMBER:095374-1 CONDUCTIVE LUBRICANT ON CONNECTIONS NEE: RRA CH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 106C, 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:Q024O CORRECTION FACTOR FOR AMBENT 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: CHECKHBY: PROVEDBY: SHORTER DISTANCES THAN SHOWN IN TABLE. JRF JJKM RFDS REV #: 3 CONSTRUCTION PPC ONE-LINE DIAGRAM NO SCALE 1 DOCUMENTS SUBMITTALS PANEL NAME LOCATION VOLTAGE:240/120 10 MOUNTING/ENCLOSURE:SURFACE/NEMA 3R REV DATE DESCRIPTION r MAIN C/B:200 AMPS AVAIL. FAULT CURRENT: DELTA EQUIPMENT PLATFORM ( BUS RATING:200 AMPSSHORT CIRCUIT RATING:65,000/10,000 SERIES RATED kr.� ry Y ? r �` I 3 11-30-21 ISSUED FOR PERMIT AMPSAMPS l 4 04-04-22 CLIENT COMMENTS POLES WIRE&CONDUIT TYPE DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE&CONDUIT POLES OCT 1 6 2023 � 15/1 2#12, 1 #12G R INTERNAL GFCI 0.18 1 1.68 2 1.50 RECTIFIER EQ SEE ONE LINE 40/2 _ _ 5 05-10-22 CLIENT COMMENTS �t�u�hc�!G 15/1 SEE ONE LINE R CONVENIENCE OUTLET 0.18 3 1.68 4 1.50 EQ PIG:rni tr , r;_;u t 6 06-01-22 CLIENT COMMENTS SPACE 5 1.50 6 1.50 RECTIFIER EQ SEE ONE LINE 40/2 ! 7 01/03/23 CLIENT COMMENTS SPACE 7 1.50 8 1.50 EQ SPACE 9 1.50 10 1.50 RECTIFIER EQ SEE ONE LINE 40/2 8 05/17/23 CLIENT COMMENTS SPACE 11 1.50 12 1.50 EQ g 05/18/23 CLIENT COMMENTS SPACE 13 14 SPACE SPACE 15 16 SPACE 10 08/31/23 CLIENT COMMENTS SPACE 17 18 SPACE A&E PROJECT NUMBER SPACE is 20 SPACE SPACE 21 22 SPACE NYNYCO2239A SPACE 23 24 SPACE PHASED LOAD 4.7 4.7 KVA DISH WIRELESS PROJECT INFORMATION TOTAL CONNECTED LOAD 9.4 kVA 39 A TOTAL DEMAND LOAD 9.4 kVA 39A NYNYCO2239A LOAD DESCRIPTION CONN. LOAD DEMAND DESIGN LOAD TYPE KVA AMPS FACTOR KVA AMPS 61405 MAIN ROAD, ROUTE 25 L LIGHTING 0.0 0.0 1.25 0.0 0.0 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 CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 DISH Wireless LLC. TEMPLATE VERSION 34 - 06/11/2021 EXOTHERMIC CONNECTIONz TEST GROUND ROD WITH INSPECTION SLEEVE PROPOSED BUSS BAR MECHANICAL CONNECTION TEST WELL INSULATORS ------ #6 AWG STRANDED do INSULATED T® ® j GROUND BUS BAR PROPOSED 4"x12"x1/4" TINNED — — #2 AWG SOLID COPPER TINNED COPPER GROUND BUSSBAR O GROUND ROD I BUSS BAR INSULATOR 4■[ 97 r TM LLC BOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED ® ° I \ GROUNDING ELECTRODE --- 4 GROUNDING LEGEND 5701 SOUTH SANTA FE DRIVE SYSTEM (TYP. 4) \I ®o ( ' PROPOSED TOWER GROUND RING LITTLETON, CO 80120 BOND H-FRAME POST TO % (FEILD VERIFY) (BY OTHERS) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. UNI-STRUT (TYP.) BOND ICE BRIDGE --t -------a-=-jgr SUPPORT POSTS TO 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN I GROUND RING BOND(s) COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless LLC L.L.C. GROUNDING AND BONDING(TYP ALL POSTS) - REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. PROPOSED TOWER \ (BY OTHERS) �. 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. #2 AWG BURIED GROUND RING 30" BELOW GRADE I_ T H I MU #2 TINNED SOLID IN 1/2" ( ( ° °o ' GROUNDING KEY NOTES EN(31NEERINQ P.C. MIN. LIQUID TIGHT CONDUIT FROM 24" BELOW GRADE ° ° , 90 E. HALSEY ROAD, SUITE 104 TO WITHIN 3" TO 6" OF ( ° o ', ° , EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW PARSIPPANY, NJ 07054 CAD-WELD TERMINATION O GRADE, OR 6 INCHES BELOW THE FROST UNE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL POINT. EXPOSED END OF ____ ° ° I OR FOOTING. THE LIQUID TIGHT CONDUIT I ''- ------- ------ LL o ' TOWER GROUND RING: THE GROUND RING SYSTEM SHABE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, MUST BE SEALED WITH � \�r --- `- SILICONE CAULK. (TYP) — = = _ \ ° ° : AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE \ ( O 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 F NDS .. O WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN INSULATED CONDUCTOR. / �A �,V '` 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 BUILDING. EXISTING TOWER GROUND RING (TOTAL 2) ��74 GROUND ROD: UL LISTED COPPER CLAD STEEL MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND O RODS SHALL. BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF ARE GROUND RING CONDUCTOR. W YO ICENSED PROFESSIONAL TYPICAL EQUIPMENT GROUNDING PLAN NO SCALE 1 ENGINE - LICENSE NUMBER:095374-1 CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT OF FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) J2 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 (TYP) I I H TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND Q INSPECTION SLEEVE. RFDS REV #: 3 EXISTING MAST PROPOSED { ANTENNA (TYP) , I O TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. } IF2AME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT CONSTRUCTION ROUND MEMBER i J IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. DOCUMENTS ADAPTER PROPOSED STEALTH CANISTER s INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA K OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE SUBMITTALS DDDDDDDDDDDDDD6DDDDDDDDDDDDDDDDDDI DDDD i O INTERIOR GROUND RING. REV DATE DESCRIPTION 3/8" HEX OR I � "� EXISTING MAST 3/8wFiLLIER BOLT I I FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 3 11-30-21 ISSUED FOR PERMIT BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID LOCK WASHER O TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH 4 04-04-22 WENT coMMENrs " I x I GATE POST AND ACROSS GATE OPENINGS. 5 05-10-22 CUENT COMMENTS 6x2 GROUND FLAT WASHER { BUS BAR I Il0(TE6 06-01-22 CUENr COMMENTS RIOR .UNIT BONDS:. METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED 6"x2" GROUND Q TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE 7 1 01/03/23 CUENr COMMENTS BUS BAR EXISTING MAST I g 05/17/23 cuENr COMMENTS ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE OTINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED s 05/18/23 CLIENT coMMENTs ROUND MEMBER I I GROUND RING. 10 08/31/23 1 CUENr COMMENTS ADAPTER STAINLESS STEEL DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS A&E PROJECT NUMBER COPPER GREEN HOSE CLAMP I I AWG STRANDED OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND N Y N Y C 0 2 2 3 9 A STAINLESS STEEL 6"x2" GROUND BUS BAR CINSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE HOSE CLAMP INSULATED (TYP) O CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND DISH WIRELESS PROJECT INFORMATION (TOTAL OF 1) I 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 OTOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. 61405 MAIN ROAD, ROUTE 25 REFER TO DISH Wireless LLC L.L.C. GROUNDING NOTES. SOUTHOLD, NY 11971 BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING �:.�� ; .� �• , ��_ �` :j ELEVATION OCT 16 2023 SHEET TITLE mac, o,.�—,; �,,,,n GROUNDING PLANS C'{cnninc? C!o 'd AND NOTES 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 j ANTENNA IS LESS THAN 10' FROM CABINET �— ---------------------� PROPOSED GPS UNIT I I 1 ----- , LLC ' L -_-- J — PROPOSED PIPE COLUMN ' TM 1 0 0 I PROPOSED POST ____ #2 AWG GROUND I ———— CONDUCTOR TO GROUND i 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 PROPOSED GPS UNIT m 1 MOUNT OR APPROVED I PROPOSED PIPE CLAMPS PROPOSED DISH I p I EQUIVALENT Wireless LLC I� LLC. POWER 1 I 0 O e PROTECTIVE a CABINET RESERVED SPACE FIBER I NID, IF REQUIRED o I I F�=== � 1====0== I 0 11 -- --------- I U TH 1/2- COAX CABLE 8" �\ MINIMUM BENDING RADIUS ENGINEERING P.C. PER CABLE MANUFACTURER'S SPECIFICATIONS ATO GROUND -----------� 1 __ 90 E. HALSEY ROAD, SUITE 104 PROPOSED 1 11 PARSIPPANY, NJ 07054 NO SCALE �� DISLLHC rLlCss I; 11�j� TYPICAL GPS UNIT GROUNDING NO SCALE 2 I i1 I SAFETY SWITCH.INSTALLII— � I L I I ill 1 1 REQUIRED I BY LOCAL UTIUTY COMPANY i l I i III PROPOSED TELCO FIBER ENCLOSURE j/ I f 111 i I f �� T .� ?_ jY 0.l o o PROPOSED f2 AWG TIE 0 INTO GROUND RING (1)?) ' X353 ikt""IM c EON Ile i I I �� PROPOSED PLATFORM NEW YOR ENSED PROFESSIONAL 2 TINNED SOLID IN 1/2" MIN. LIQUID i o o O c= c= ENGINEE ICENSE NUMBER:095374-I TIGHT CONDUIT FROM 24" BELOW GRADE ° BUSS o r]O r1 O o ° �� TO WITHIN 3" TO 6" OF CAD—WELD 0 o ca BAR 0 0 0 0 0 o c 0 1 TERMINATION POINT. EXPOSED END OF ` I 1 LA" I IT IS A VIOLATION OF LAW FOR ANY PERSON, THE LIQUID TIGHT CONDUIT MUST BE ( BOND EQUIPMENT \` I I I I \ UN ETHEY AREOUNDER F A L ENSEDACTING PROFESSIONALTHE ENG NIEER, BA SEALED WITH SILICONE CAULK. (TYP) i I GROUND R TO J , �---�� I TO ALTER THIS DOCUMENT. 1 t GROUNDING ELECTRODE ti SYSTEM (TYP) i i I PROPOSED GROUND RING DRAWN BY: CHECKED BY: APPROVED BY: 1 J J t F—1 1 00 I I 00 JRF JWS JKM BASE CONNECTION PROPOSED 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" DIA x 24" DEEP 3 11-30--21 ISSUED FOR PERMIT 2 TINNED SOIID IN 1 2" MIN. LIQUID INSPECTION SLEEVE PVC 4 04-04-22 CU� COMMENTS/ OR SOIL PIPE WITH CAP TIGHT CONDUIT FROM 24" BELOW GRADE OR EQUIVALENT 5 05-10-22 CLIENT COMMENTS TO WITHIN 3" TO 6" OF CAD—WELD PIPE 1._p" TERMINATION POINT. EXPOSED END OF 2C4 8 06-01-22 CUENr COMMENTS THE LIQUID TIGHT CONDUIT MUST BE i FINISHED GRADE 7 01/03/23 CLIENr COMMENTS SEALED WITH SILICONE CAULK. / 0. 0. INCLUDE WARNING TAPE WITH o.. o.- -° •o:. :0 : o. o o.• o, o. o b. o t BACKFILL PER SPECIFICATIONS 6 05/17/23 CUENr COMMENTS GRADE O °. o. .o .Oo. o. .o .oP. b. .o . .�. o� b. .o .o�. o o .o(P. o.•.o . s 05/18/23 CLIENT COMMENTS w ut— \ \ \ \ \ \ \ \ \ \ \ 10 06/31/23 CLIENT COMMENTS m = o: \\//\//\//\//\/\/ /\/\/\/ \//�/ � A&E PROJECT NUMBER K oEXOTHERMIC CONNECTION N Y N YC 0 2 239 A OEN! / m Z w DISH WIRELESS PROJECT INFORMATION M 3/4" CRUSHED STONE OR to EQUAL FILL TEST WELL TO o o NYNYCO2239A -/ WITHIN 2 OF TOP OF GROUNDING LOOP CONDUCTOR a �_ 61405 MAIN ROAD, ROUTE 25 SOLID GROUNBARE TINRING. ED WG SOUTHOLD, NY 11971 CADWEL (TYP) ! I I GROUND RING ' / COPPER CONDUCTOR 2 AWG SOLID TINNED ; _: t SHEET TITLE TIE INTO EXISTING COPPER CONDUCTOR = - - -- GROUNDING DETAILS GROUND RING EXTERIOR GROUND RING GROUND ROD, 1/2- MIN. x 8'-0" 0 C T 16 2023 LONG COPPER CLAD STEEL UiA, I;, ! �,�:, , (ERICO #625880) SHEET NUMBER G=2 TRANSITIONING GROUND DETAIL NO SCALE TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 5 TYPICAL GROUND RING TRENCH NO SCALE 6 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 1. EXOTHERMIC WELD (2) TWO, 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCT �ORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC o • NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYP) Wim' C TO BE VISIBLE (TYP) 2. ANLL E?(TERIOHARDWARREGROUNDING AINI�E.SS STEEL IDWARE NC UD NG BE STAINLESS CKSWASHERS,3COATDIAMETER OR ALL SURFACES WITH v� 12" MIN S/S SPLIT WASHER (TYP) . AN ANTI—OXIDANT COMPOUND BEFORE MATING. NHYBRID CABLE Fn FLAT WASHER (TYP) 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND 7 L 'y 0 TM LLC BEFORE MATING. 2 HOLE LONG BARREL 4. DO NOT INSTAL_ CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR TINNED SOLID COPPER 5701 SOUTH SANTA FE DRIVE DOWN TO GROUNDING BUS. LUG (TYP) LITTLETON, CO 80120 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON \� S/S FLAT WASHER (TYP) THE BACK SIDE. WEATHERPROOFING KIT TIN COATED SOLID (SEE NOTE 3) COPPER BUS BAR S/S NUT (TYP) 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. CABLE GROUNDING KIT:::: CHERRY INSULATOR • 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS INSTALLED IF REQUIRED REQUIRED. #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 ENGINEERING P.C. 90 E. HALSEY ROAD, SUITE 104 TYPICAL GROUNDING NOTES NO SCALE CONNECTION OF HYBRID CABLE GROUNDING KIT NO SCALE 2 LUG DETAIL NO SCALE 3 PARSIPPANY, NJ 07054 TO HYBRID TRUNK MONOPOLE EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO ICE TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE TOOTHED EXTERIOR TWO—HOLE SHRINK W BUTT UP AGAINST THE ALL INTERIOR TWO—HOLE CONNECTOR BARREL CONNECTORS RATED CONNECTOR BARREL CONNECTORS w w w w �O F NF-hr� 3/8 DIA x1 1/2* 3/8 DIA x 1 1/2- ` c N��( K Apke a #6 STRANDED CU WIRE WITH PROPOSED UPPER GROUND GREEN, 600V, THWN e e • e e • • BAR LOCATED AT MCL INSULATION OR AS PROVIDED :o S 8 8 e 8 (BONDED TO TOWER STEEL) S/S NUT S/S NUTS#st{M' WITH GROUND KIT) S/S LOCK S/S LOCK ,� WASHER ------- WASHER rr--- --- ------- REM7NSE � `' ON I S/S FLAT S/S FLAT ENGINEER NEW RMBER:0955374SED LI PROPOSED HYBRID TO WASHER WASHER �� ANTENNA (TYP) _ ——————— — — — ------- TINNED COPPER TINNED COPPER S S FLAT GROUNDING BAR ——— S S FLAT GROUNDING BAR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION �� OF A LICENSED PROFESSIONAL ENGINEER, WASHER JJJ��I.LJ WASHER TO ALTER THIS DOCUMENT. EXISTING MONOPOLE S/S BOLT S/S BOLT--- ------- DRAWN BY: CHECKED BY: APPROVED BY: I (1 OF 2) (1 OF 2) JRF JWS JKM 1/16" MINIMUM SPACING 1/16" MINIMUM SPACING REDS REV #: 3 #6 AWG 2 HOLE LUG (TYP) CONSTRUCTION HYBRID (TYP FOR) DOCUMENTS TOBTS EQUIPMENT P RCEBRIDGE TYPICAL INTERIOR TWO HOLE LUG NO SCALE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 5 6 SUBMITTALS I REV DATE DESCRIPTION EXISTING GROUND WIRE 3 11-30-21 ISSUED FOR PERMIT ' ' 4 04-04-22 CLIENT COMMENTS EXISTING TOWER PIER/ -- - 5 05-10-22 gJENT COMMENTS FOOTING OCT i 6 2023 I 6 06-01-22 CUENT COMMENTS GRADEL._ — - ��.!...lt,l.( 7 01/03/23 CUENT COMMENTS 8 05/17/23 CLIENT COMMENTS INSPECTION 9 05/18/23 CUENT COMMENTS WELL— 10 08/31/23 CUENT COMMENTS EXISTING A&E PROJECT NUMBER GROUND RING l NYNYCO2239A DISH WIRELESS PROJECT INFORMATION I I NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 N SHEET TITLE 1. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO TOWERS. ALL MECHANICAL GROUNDING DETAILS CONNECTIONS SHALL BE TREATED WITH AN ANTI—OXIDANT COATING. 2. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED SHEET NUMBER EDITION OF ANSI/71A 222 AND NFPA 780. 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 LOW BANDS (N71+N26) AWS OPTIONAL — (N29) (N66+N70+H—BLOCK) HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING ORANGE PURPLE ALPHA RRH BETA RRH GAMMA RRH LOW—BAND RRH PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 (600 MHz N71 BASEBAND) + + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT f TM LLC (850 MHz N26 BAND) + (700 MHz N29 BAND) — OPTIONAL PER MARKET _ RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN CBRS TECH NEGATIVE SLANT PORT 5701 SOUTH SANTA FE DRIVE ADD FREQUENCY COLOR TO SECTOR BAND K (3 GHz) ON ANT/RRH LITTLETON, CO 80120 (CBRS WILL USE YELLOW BAND) ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN YELLOW WHITE 77 77777 7777 . PO R ORANGE ORANGE _ypPp ORANGE ORANGE _ Pp ORANGE FRM �® 7777- fit"E 77— POR ALPHA SECTOR BETA SECTOR GAMMA SECTOR 4777777 ED...: 77 RED BLUE GREEN MID—BAND RRH R RED RED RED . BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN x/. IM TH AWS BANDS N66+N70 ADD FREQUENCY COLOR TO SECTOR BAND ` ' �-- (CBRS WILL USE YELLOW BANDS) PURPLE BLUE BLUE PURPLE PURPLE GREEN GREEN 90 PURPLE PURPLE RED RED PURPLE E. HALSEY ROAD, SUITE 104 PARSIPPANY, NJ 07054 1 PURPLE PURPLE _ PURPLE PURPLE _ P PURPLE PURPLE COLOR IDENTIFIER,7 7777 2 1 E° ITE POR — PORT — PO HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER COAX#1 COAX #2 INCLUDE SECTOR BANDS BEING SUPPORTED (ALPHA) (ALPHA) C__`� ALONG WITH FREQUENCY BANDS. 7 e0 K }C�,�� iA F, EXAMPLE 1 — HYBRID, OR DISCREET, SUPPORTS `, ALL SECTORS, BOTH LOW—BANDS AND RED RED RED RED MID—BANDS. BLUE BLUE EXAMPLE 2 — HYBRID, OR DISCREET, SUPPORTS GREEN GREEN RED J �\ CBRS ONLY, ALL SECTORS. � EON EXAMPLE 3 — MAIN COAX WITH GROUND ORANGE YELLOW MOUNTED RRHs. YORKIL SED PROFESSIONAL PURPLE GINEER- CENSE 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. FRED RED BLUE BLUE GREEN GREEN DRAWN BY: CHECKED BY: APPROVED BY: ORANGE PURPLE ORANGE PURPLE ORANGE PURPLE JRF JWS JKM RFDS REV #: 3 POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH 7_77777777- LOW—BAND RRH POWER CABLES HAVE SECTOR CONSTRUCTION - STRIPE ONLY RED RED BLUE BLUE GREEN GREEN DOCUMENTS ORANGE PURPLE ORANGE PURPLE ORANGE PURPLEL NOT USED 3 SUBMITTALS REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 3 11-30-21 ISSUED FOR PERMIT MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND :: ` ,F._.^ 4 04_04-22 CUENT �M� RET CONTROL IS HANDLED BY THE MID—BAND IN IN IN IN IN IN $ F ✓ 5 05-10-22 CUENT COMMENTS RRH WHEN ONE SET OF RET PORTS EXIST ON ANTENNA. 0 C T 1 G 2023 Nm < -„'` 6 06-01-22 CLIENT COMMENTS I”,i}d i M!1,1 v 7 01/03/23 CLIENT COMMENTS SEPARATE RET CABLES ARE USED WHEN RED RED BLUE BLUE GREEN GREEN c! ANTENNA PORTS PROVIDE INPUTS FOR BOTH 8 05/17/23 CUENT COMMENTS 9 05/18/23 CUENT COMMENTS LOW AND MID BANDS. PURPLE ORANGE PURPLE ORANGE PURPLE ORANGE 0 1710"1 To 110""717 117777-7 7 77777777 11 10 08/31/23 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 7777 SHEET TITLE RF CABLE COLOR CODE SHEET NUMBER G-3 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 AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR ® ADDL ADDITIONAL LF LINEAR FEET `" CHEMICAL ELECTROLYTIC GROUNDING SYSTEM AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL. ELECTROLYTIC GROUNDING SYSTEM T AGL ABOVE GROUND LEVEL MAX MAXIMUM EXOTHERMIC WITH INSPECTION SLEEVE ® AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT ALUM ALUMINUM � �� " SIM TM LLC GROUNDING BAR MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD ISI--�+ ANT ANTENNA MGB MASTER GROUND BAR 5701LIT SOUTH T SANTA N gFE E DRIVE TEST GROUND ROD WITH INSPECTION SLEEVE I1�-�]T APPROX APPROXIMATE MIN MINIMUM 20 ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATB 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 BILK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48-T8 r BM BEAM NUMBER � F � BTC BARE TINNED COPPER CONDUCTOR � �---- NTS NOT TO SCALE IM TH SMOKE DETECTION (DC) SD BOF BOTTOM OF FOOTING OC ON-CENTER ENGINEERING P.C. CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY LIGHTING (DC) CANT CANTILEVERED OPNG OPEN'NG 90 E. HALSEY ROAD, SUITE 104 CHG CHARGING CLG CEILING P/C PRECAST CONCRETE PARSIPPANY, NJ 07054 SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW Q PCS PERSONAL COMMUNICATION SERVICES LED-1-25A4DO/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 DBL DOUBLE PSI POUNDS PER SQUARE INCH •-; �U F hl("',\ LEASE AREA — — PT PRESSURE TREATED DC DIRECT CURRENT ,� K ,�- u. PROPERTY LINE (PL) — — — — — — DEPT DEPARTMENT PWR POWER CABINET SETBACKS - - - - - - - - - - - - - - - - - - - - - - - - - DF DOUGLAS FIR QTY QUANTITY �. RAD RADIUS ICE BRIDGE DIA DDIAL DIIAAM_ETER RECT RECTIFIER `PFc 374 REF REFERENCE CABLE TRAY DIM DIMENSION a REINF REINFORCEMENT eJEE EON WATER UNE W W W W W DWG DRAWING , R ENSED PROFESSIONAL DWL DOWEL REQ D REQUIRED ENGINEE - CENSE NUMBER:095374-1 UNDERGROUND POWER UGP UGP UGP UGP UGP EA EACH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO UGT UGT UGT UGT RF RADIO FREQUENCY UGT EC ELECTRICAL CONDUCTOR IT IS A VIOLATION OF LAW FOR ANY PERSON, EL. ELEVATION OF A LICENSED PROFESSIONAL ENGINEER,RMC RIGID METALLIC CONDUIT UNLESS THEY ARE ACTING UNDER THE DIRECTION OVERHEAD POWER OHP OHP OHP OHP ELEC ELECTRICAL RRH REMOTE RADIO HEAD TO ALTER THIS DOCUMENT. OVERHEAD TELCO OHT OHT OHT OHT 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 RWY RACEWAY EQ EQUAL SCH SCHEDULE JRF JWS JKM ABOVE GROUND POWER AGP AGP AGP AGP AGP EXP EXPANSION SHT SHEET RFDS REV ABOVE GROUND TELCO AGT AGT AGT AGT AGT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE # 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 x-x%\N FG FINISH GRADE ss STAINLESS STEEL SECTION REFERENCE STD STANDARD X-X FlF FACILITY INTERFACE FRAME SUBMITTALS FIN FINISH(ED) TEMP TEMPORARY REV DATE DESCRIPTION FLR FLOOR THK THICKNESS 3 11-30-21 ISSUM FOR PERW DETAIL REFERENCE XX FDN FOUNDATION 4 04-04-22 CLIENT COMMENrs X-X TMA TOWER MOUNTED AMPLIFIER FOC FACE OF CONCRETE TN TOE NAIL 5 05-10-22 CUENT CO►lMOM FOM FACE OF MASONRYTOA TOP OF ANTENNA r,: T :; , 8 06-01-22 CUENr COblMOM FOS FACE OF STUD ' TOC TOP OF CURB r— ----- - --- 7 01/03/23 cuENr cOa>!uENTs FOW FACE OF WALL TOF TOP OF FOUNDATION 0 C T 16 2023 8 05/17/23 CUENT COMMOM FS FINISH SURFACE L - TOP TOP OF PLATE (PARAPET) s 11- �,Ii Toy.:', 9 05/18/23 CLIENT COktMENTS FT FOOT P! ;nninn Doo~'d FTG FOOTING TOS TOP OF STEEL io 05/31/23 CLIENT COM�l�T'S GA GAUGE TOW TOP OF WALL A&E PROJECT NUMBER GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION N Y N YC 0 2 2 3 9 A GFCI GROUND FAULT CIRCUIT INTERRUPTER lYP TYPICAL DISH WIRELESS PROJECT INFORMATION GLB GLUE LAMINATED BEAM UG UNDERGROUND N Y N Y C 0 2 2 3 9 A GLV GALVANIZED UL UNDERWRITERS LABORATORY 61405 MAIN ROAD, ROUTE 25 GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE SOUTHOLD, NY 11971 GND GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM GSM GLOBAL SYSTEM FOR MOBILE UPS UNIIERRUPTIBLE POWER SYSTEM (DC POWER PLANT) HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD HDR HEADER W WIDE SHEET TITLE HGR HANGER W/ WITH LEGEND A N D HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING WT WEIGHT G mi -1 LEGEND ABBREVIATIONS DISH Wireless L.L.C. TEMPLATE VERSION 34 - 06/11/2021 a 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: (NTP) AND, THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless 1 .FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: LLC L.L.C. AND TOWER OWNER NOC & THE DISH Wireless LLC L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. "LOOK UP" - DISH Wireless LLC L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES CARRIER:DISH Wireless LLC L.L.C. OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL TOWER OWNER:TOWER OWNER �� ..� TM LLC NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 5701 SOUTH SANTA FE DRIVE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE LITTLETON, CO 80120 ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless LLC L.L.C. AND DISH Wireless LLC L.L.C. AND TOWER CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND JURISDICTIONAL REQUIREMENTS. PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF OBSERVATION OF THE FINISHED STRUCTURE ONLY. IMU 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. ENGINEERING P.C. AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT AND/OR AS PROVIDED FOR IN PLANS SHALL ADHERE TO ANSI/ASSE A10 48 (LATEST EDITION) AND DISH Wireless LLC L.L.C. AND TOWER OWNER STANDARDS '90 E. HALSEY ROAD SUITE 104 INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE PARSIPPANY, NJ07054 STRUCTURES) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 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 OFtr� 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 �� -- �Al K k,, SUCH CHANGE OF INSTALLATION. POSSIBLE. 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 EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, �- 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. 095374 4 OUT SHALT_ 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, ej , MY cKEO8. 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 RK LI SED PROFESSIONAL OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ENGINEER- LI ENSE NUMBER:095374-1 UNLESS SPECIFICALLY STATED OTHERWISE. ORDINANCES AND APPLICABLE REGULATIONS. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START IT IS A VIOLATION OF LAW FOR ANY PERSON, OF CONSTRUCTION. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR UNLESS THEY ARE ACTING UNDER THE DIRECTION NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF A LICENSED PROFESSIONAL ENGINEER, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK SHALL BE TO ALTER THIS DOCUMENT. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY 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 RFDS REV #: 3 PROCEDURES. OF INSTALLATION. 11 . ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, 11 . CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONSTRUCTION LATEST APPROVED REVISION. CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DRAWINGS. THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY SUBMITTALS DISPOSED OF LEGALLY. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless LLC L.L.C. AND TOWER REV DATE DESCRIPTION 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE OWNER 3 11-30-21 ISSUED FOR PFRkIR 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 4 04-04-22 CUENT COMMENTS THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless LLC L.L.C. AND TOWER OWNER, AND/OR LOCAL REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 5 05-10-22 WENT COMMENTS UTILITIES. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY 8 06-01-22 CUENT COMMENTS 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE BASIS. 7 01/03/23 CUENT COMMENTS REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 8 1 05/17/23 CUENT COMMENTS f 9 05/18/23 WENT COMMENTS 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. s ,r ' � `� _ --- --� 10 08/31/23 CLIENT COMMENTS 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE OCT 16 ZOZ3 i A&E PROJECT NUMBER APPLICATION. -- -- NYNYCO2239A S�l� i f 1- �`,. ti 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR Pi` 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. ho 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT Gim =2 DISH Wireless LLC. TEMPLATE VERSION 34 - 06/11/2021 CONCRETE„ FOUNDATIONS. AND REINFORCING STEED 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 90'f AT TIME OF PLACEMENT. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED °.a TM LLC 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless LLC L.L.C. 5701 SOUTH SANTA FE DRIVE MAXIMUM (NATER-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 2" • #5 BARS AND SMALLER 1 -1/2" / xe. IM TH E N O I N E E R I N C3 R.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 P,�p AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. tic:. el 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 '/LICENSE CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE ES I ON CTRICAL E UI RTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE *4EW YONSED PROFESSIONAL RATING OF ELE Q PMENT IN ACCORDANCE WITH AENGINEE NUMBER: 095374-1 GOVERNING JURISDICTION. 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, EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. UNLESS THEY ARE ACTING UNDER THE DIRECTION 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:I APPROVED BY: ID'S). JRF JWS JKM 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. RFDS REV #: 3 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONSTRUCTION 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH DOCUMENTS TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 11 . POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. SUBMITTALS 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH REV DATE DESCRIPTION TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 3 11-30-21 ISSUM FOR PERMIT 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 4 04-04-22 CUMT COMMOM BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 5 05-10-22 CUIEW COMMEM 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND a 0e-01_22 cuENr COMMEM NEC. 7 01/03/23 CUENr COmmem 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR 8 05/17/23 CUBA COMMID rs EXPOSED INDOOR LOCATIONS. s 05/18/23 cuar COtb1IJlEN15 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 10 08/31/23 I CUENT COMMEM 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE �--- --- GRADE PVC CONDUIT. _ A&E PROJECT NUMBER L 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCT 7 6 2023 NYNYCO2239A OCCURS OR FLEXIBILITY IS NEEDED. DISH WIRELESS PROJECT INFORMATION 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET NYNYCO2239A SCREW FITTINGS ARE NOT ACCEPTABLE. `� 61405 MAIN ROAD, ROUTE 25 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC. SOUTHOLD, NY 11971 21 . WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (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 GN =3 FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED DISH Wireless LL,C. TEMPLATE VERSION 34 - 06/11/2021 GROUNDINQ 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. TM LLC 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS 5701 SOUTH SANTA DRIVE WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS LITTLETON, CO 8011 20 EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT' GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE �s 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 AIL M77 SUPPORTED. /\z.- IM TH 11 . EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. ENGINEERING P.C. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 90 E. HALSEY ROAD, SUITE 104 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND PARSIPPANY, NJ 07054 BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND �E oma-t CONDUCTOR. � o 0t1r—K\ y 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED 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., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. E I ��EON/ 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" JE YORK LI SED PROFESSIONAL NON—METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD—WELD TERMINATION POINT. THE EXPOSED END EN (NEER- LII, NSE NUMBER: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 DRAWN BY: CHECKED BY: APPROVED BY: (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. JRF JWS JKM RFDS REV #: 3 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 3 11-30-21 ISSUED FOR PERMrr 4 04-04-22 CLIENT COMMENTS 5 05-10-22 CUENr COMMENTS 8 08-01-22 CLIENT COMMENTS 7 01/03/23 CLIENT COMMENTS 8 05/17/23 CLIENT COMMENTS 9 05/18/23 CLIENT COMMENTS 10 08/31/23 1 CU ENf COMMENTS ' A&E PROJECT NUMBER OCT 1 2023 . NYNYCO2239A ! DISH WIRELESS PROJECT INFORMATION NYNYCO2239A 61405 MAIN ROAD, ROUTE 25 SOUTHOLD, NY 11971 SHEET TITLE GENERAL NOTES SHEET NUMBER G RE i.=4 DISH Wireless L.L.C. TEMPLATE VERSION 34 — 06/11/2021 EL 0 PROJECT TEAM J GENERAL NOTES 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 o COMPANY: ELITE TOWERS L.P. SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. ADDRESS: I S. DURKEE LANE o CITY, STATE, ZIP: E.PATCHOGLE, NY 11772 CONTACT: TANYA NEGRON 00 PHONE: (516)410-8730 APPLICABLE BUILDING CODES & STANDARDS E-MAIL: TANYA.NEGRON@ELITE-TOWERS.COM ° I .. i ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE 11 F €r`°.' F . SITE ACQUISITION 1. f. --- K FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO COMPANY: ELITE TOWERS L.P. + F PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ADDRESS: 1 S. DURKEE LANE 1�} 4 i f e I es s, tC In t-i�u rhe a L l o n s. I n 6 rant L�C ti re L_ e its 0 CITY,STATE,ZIP: E. PATCHOGUE, NY 11772 I. 2020 BUILDING CODE OF NEW YORK STATE (IBC 2018 WITH AMENDMENTS) CONTACT: TANYA NEGRON «,�_ PHONE: (516)410-8730 2. NATIONAL ELECTRICAL CODE NFPA 70-17 ��+ i T�} y LP tR yl l.a ..1 . k OW1.-. v,1 1-.S E-MAIL: TANYA.NEGRON@ELITE-TOWERS.COM 3. 2020 FIRE CODE OF NEW YORK STATE(IFC 2018 WITH AMENDMENTS) kvireless Commun3 ations infrastructure Experts ENGINEER L-1 STF ® so NJL..#4 4. LIGHTNING PROTECTION CODE NFPA 780-2017 COMPANY: AZIMUTH ENGINEERING P.C. 5. AMERICAN CONCRETE INSTITUTE 318-14 ADDRESS: 90 E. HALSEY ROAD, SUITE 104 CITY, STATE, ZIP: JE RSIPPANY, NJ 07054 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION 15TH EDITION ` CONTACT: JEREMY MCKEON PHONE: 973-970-0068 7. EIA/TIA-222 REVISION H E-MAIL: JMCKEON@AZIMUTHEG.COM SPUTIMOLD, 8. TIA 607 FOR GROUNDING t . „' ;'y k"' Z' APPLICANT/LESSEE , F 9. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS 81 COMPANY: ELITE TOWERS L.P. jL-x LON W1 ... ADDRESS: I S. DURKEE LANE 10. IEEE C2 LATEST EDITION CITY, STATE, ZIP: E. PATCHOGUE, NY 11772 11. TELCORDIA GR-1275 12.ANSI T1.31 1 CO-APPLICANT S I S0 %..j .1H0 4 -- —- ARV COMPANY: NEW YORK SMSA LIMITED PARTNERSHIP d/b/a VERIZON WIRELESS PROJECT DESCRIPTION/SCOPE OF WORK ET ADDRESS: 4 CENTEROCK ROAD CITY,STATE,ZIP: WEST NYACK, NY 10994 THIS PROJECT WILL BE COMPRISED OF: CO-APPLICANT ELITE TOWERS: INSTALLATION OF NEW EQUIPMENT COMPOUND, 6'-0" HIGH CHAIN LINK FENCE, 150' PROTECT °roueSEl F COMPANY: SOUTHOLD FIRE DISTRICT EIA' STATES REOURE h1DTECATjCN of ADDRESS: 55135 MAIN ROAD CONCEALMENT TOWER, MESA CABINET, ELECTRIC METER BANK, ELECTRIC TRANSFORMER, ExcAVAToas, oEsicraeas, CR ANY FeRsoN CITY,STATE,ZIP: SOUTHOLD, NY 10994IL J so HO L- 1 JL-.OF SL RICI STEEL&CONCRETE BOLLARDS, LANDSCAPING&SHRUBBERY FILA s�r A'CE A°J,VHERE�IrI A,Y STATE` Know what's below. • NEW 70'-0"x 35'-0" EQUIPMENT COMPOUND WITH 6'-0"CHAIN LINK FENCE. = I Call before you dig. • NEW 150'CONCEALMENT TOWER= I FOR STATE SPECIFIC DIRECT PHONE 'JUMBERS • MESA CABINET= I VISIT: WWW.CALL81l.COM SHEET I DEX ELECTRIC METER BANK= I • ELECTRIC TRANSFORMER= I ,.ALL: uh'Aw•I L yEc,<.tu • STEEL&CONCRETE BOLLARDS=4 AS SHOWN WAS JKM SHEET NUMBER DESCRIPTION • NEW TREES,SHRUBBERY, LANDSCAPING =T.B.D. Z-01 TITLE SHEET SOUTHOLD NY FIRE DEPARTMENT 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWS Z-02 SITE PLAN & NOTES 61405 RO NEW FIRE DISTRICT EQUIPMENT CABINET= I • NEW FIRE DISTRICT PREFABRICATED EQUIPMENT PLATFORM = 1 8 05/18/23 REVISED PER COMMENTS JCM JWS • NEW FIRE DISTRICT CONCRETE PIER=4 7 05/05/23 REVISED PER COMMENTS JRF JWS Z- BULK TABLE • NEW FIRE DISTRICT ANTENNA- I Z-04 ZONING INFORMATION so U , IHO 11971 • NEW FIRE DISTRICT PTP= 1 6 04/13/23 REVISED PER COMMENTS JRF JWS Z-05 200' RADIUS PLAN VERIZON WIRELESS: 5 01/03/23 CLEINTCOMMENTS JCM JWS Z-06 VICINITY PLAN - ALB ..-..RT NIARI VE RELd NAML LD LD RE I NUIN AD LD NY 4 12/14/22 CLIENT COMMENTS WPK JWS Z-07 500' PROPERTY OWNERS LISTST T - �.. INSTALLATION OF NEW 2'-0'0 CONCRETE PIERS, 20'-0"x 10'-0"STEEL EQUIPMENT PLATFORM, IR j EQUIPMENT CABINET, BATTERY CABINET,TELCO CABINET, PPC CABINET,WORK LIGHTS, 3 06/01/22 CLIENT COMMENTS WPK JWS Z-08 COMPOUND PLAN DISCONNECT SWITCH, CABLE BRIDGE, PANEL ANTENNAS, RRH'S&DIPLEXERS. 2 05/10/22 CLIENT COMMENTS JCM JWS Z-09 EQUIPMENT PLAN L COL.) N NEW 2'-0"0 CONCRETE PIERS =6 REV DATE DESCRIPTION DRAWN CHECKED BY BY Z-10 ANTENNA PLAN &ANTENNA SCHEDULE NEW 20'-0"x 10'-0"STEEL EQUIPMENT PLATFORM = I 10 Z-1 I ELEVATION im NEW EQUIPMENT CABINET= I AII Z-12 CONSTRUCTION DETAILS- I ® NEW BATTERY CABINET= I SiTit ® NEW TELCO CABINET= I Z-13 CONSTRUCTION DETAILS-2 NEW PPC CABINET= NEW WORK LIGHTS=2 Z-14 EQUIPMENT DETAILS- I NEW DISCONNECT SWITCH = I t�aZNE-{�i Z-15 EQUIPMENT DETAILS-2 15k)/ 1 NEW CABLE BRIDGE = I �� Q\1 K CONC 1 0 L A..WNEW PANEL ANTENNAS=2 PER SECTOR,6 TOTAL ,F �`� �" . Z-16 FIRE DISTRICT EQUIPMENT- I NEW RRH- 3 PER SECTOR, 9 TOTAL I y NEW DIPLEXERS I PER SECTOR, 3 TOTAL(AT EQUIPMENT) -• • a�, Z-17 FIRE DISTRICT EQUIPMENT-2 Q 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) rr �' Y 4't ii., rr - < d. ? 1 ''o. �Tly'±..,vy� / EA1 A/.1EN I u Y 1�I JE M `�KEON N YO ICENSED PROFESSIONAL E�E I V E D ENGINEE LICENSE NUMBER:095374-1 rrt n:. . AREA OF WORK W �E OCT 1r 2023 SITE INFORMATION 51 _ '° T i5 A VIOLATION CE LAW FOR ArJ Y ( ER ON, UNLESS THEY ARE ACTING UNDER THE DIRECTION '• AREA OF WORK °` OF THE RESPONSIBLE LICENSED PROFESSIONAL Sout o Town E[iGIHEER, TO ALTER THIS DOCUMENT. PROPERTY/TOWER OWNER �5 Planning Board NAME: BUDD'S POND MARINA INC. P„ zr M 5r �d *.r � s -- ITE INF 0 R M A TI 0 N b ADDRESS: 61405 MAIN ROAD �}}''"' CITY, STATE,ZIP: SOUTHOLD NY. 11971 4` t ,yia ' $ SITE NO: ALBERTSON MARINE 4 , ',a+ �,�"` DISTRICT: 1000ell 564 ,� ,, SECTION 56.00 • ` '°"� feVA' 61405 MAIN ROAD w Eu K ; 4 k • SOUTHOLD, NY 11971 SUBJECT BLOCK/LOT: 3/15 ' , +• ,. �_. . Albertson Matinee, Inc SUFFOLK COUNTY CONTIGUOUS ► �' i e� e . LANDLORD-OWNED LOTS: 13.4, I,2.2 m E _' -* g r _ . SITE TYPE- LATITUDE: 41.076024 t it 4 150.0 CONCEALMENT POLE LONGITUDE: -72.406034 LAT./LONG.TYPE: NAD 83 yrs COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL FEMA MAP BASE FLOOD ELEVATION = G AMSL ,- ,�" 8,;5 „ •r RIGHTS RESERVED THIS DRAWIPIG AND ALL THE INFORMATION CONTAINED HEREIN IS TJ ' d 'wr gs M` AUTHORIZED FOR USE ONLI' BY THE PARTY FOR 1NHOI THE FAAIA GROUND ELEVATION = 5 AMSL J WORK WAS CONTRACTED OR TO WHO9� IT IS CERTIFIED. THIS r DRAWING MAY NST BE COPIED, REUSED, DISCLOSED, EQUIPMENT ELEVATION = 3'ABOVE GRADE s "� . , s'RR DS-:IBu TED OR RELIED UPON FOR ANY OTHER PURPosE W WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH fM`` ENGINEERIIJG P.C., LLC. o AREA OF CONSTRUCTION: PROPOSED CONCEALMENT POLE& EQUIPMENT COMPOUND z ZONING/JURISDICTION: TOWN OF SOUTHOLD SHEET 1ITLE: ZONING DISTRICT: M-11 -MARINE IIS $� �,. TITLE SHEET T 25 zo CURRENT USE/PROPOSED USE: UNMANNED TELECOMMUNICATION FACILITY x }Y r ea ro LIT .`s HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN r Y SHEET NUMBER: r/ Li HABITATION. HANDICAPPED ACCESS NOT REQUIRED. ' •. � ,.. :° 01 Z-01 J Q a �lNOTES: 1 . LOCATION AND ORIENTATION OF PROPOSED EQUIPMENT AND ANTENNAS PENDING y' STRUCTURAL ANALYSIS. f;3, O C' '�� o 2. MOUNT ALL ANTENNAS, COAX, SURGE ARRESTORS, RRH'S, ETC. IN ACCORDANCE W I WITH STRUCTURAL ANALYSIS. 00 ft--Wft ® 3. TRUE NORTH BASED ON GOOGLE MAPS C21PROPOSED 70'-0" x 35'-0" EQUIPMENT 4. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. -`Y� ° ` °y I ''�.. �`�•...... ,� U COMPOUND (SEE SHEET Z-08) \\ FRESHWATER WETLAND T BOUNDARIES DELINEATED BY VHB 5. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND -_- 9.6 \`---ENGINEERING, SURVEYING, SURVEYING P C. SIG Y PH � �\,�I c � o OSIGNED B STEPHEN E. RAVN P.E. L.S. LICENSE X49664 & LANDSCAPE ARCHITECTURE AND 9.7 4 DATED 10/24/18. , S L cc f(� EOLOGY, P.C., ON MARCH 22, 2023. ELITE �ONVERSsComLI' u�D - - _ CO� r�su�l irelass Communications Infrastructure Experts /�) �`"""" '�'/� 6. FINAL UTILITY DESIGNS SHALL BE CONFIRMED WITH UTILITY COMPANIES. g 9.1 -�O D c STN. No 17 (N69°04, TWIG s R Z 2 3 �-. 7 THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR ® O +� w BOT-°F StOPC PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY 5 �, - �-_ 8.� - TF4.54 4 7 " 4.5 5 -o GRA � 8.9 +� o _�,, SEWERS AND ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED. µ 1.3 JLOr o O r%1 - 4.2 8SOUTHOLD )j, TF6j\ 154-0"± __ T. of c co U 8.6 THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR C.1 TO NEAREST BUILDING N ADJACENT PROPERTY �L�PE 4.3 STN U O 8.6 g MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE HDA Z U 8.3 FACILITY FOR BOTH FIRE AND INTRUSION. 4.6 - L O 80'-Orr± Q. -�_ 4 Pur O ti, g.3 TO FENC -,_� �� , "� ° ° � � N ® �� ' �- ;g 9. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE E COMPOUNp - ? .0 3.4 IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: 4.7 113'-0"± ° - k~ TF3.33 TO CO I AF 4.4 'o -_ A. CURRENT PREVAILINGMUNICIPALT T 4.3 � � I 3.9 NAND/OR S A E SPECIFICATIONS, STANDARDS soft NCEgLMENT ppLE AND REQUIREMENTS. Ku"�01 4.5 INFO; 6,4I / +1 Z \- /, 5 B. CURRENT PREVAILING UTILITY COMPANY AUTHORITY SPECIFICATIONS, ft" ftft ofto O - n .N�I '� // -�� STANDARDS AND REQUIREMENTS. 4 �, p APPROXIMATE PARKING AREA TO BE "� .w, ^�' _ u + I I �-CONFIRMED WITH LANDLORD UPON MON. r PROTECT )'OURSELF ' m I u A �q 10. CONTRACTOR SHALL CONTACT "NEW YORK UNDERGROUND PLANT LOCATION EXCAV,o TES R°,'NETS NOTIFICATION NOF \ _ / TOWN APPROVAL OF THE T CILI [ EIGN e LIMI SOF Y D C FRESHWATER SERVICE" AT 1 -600-962-7962 AND LOCATE ALL EXISTING UTILITIES WITHIN PREP^P TO MTURB THE EAPTH'S 4,4 1, �� THE AREA OF WORK PRIOR TO THE START OF ANY EXCAVATION. Knowwhat'sbelow. WETLAND 100 FOOT ADJACENT SIizFACE ANYWHERE Ir, AIIY STATE 4 AREA AND TOWN OF SOUTHOLD Call before you dig. 0 0 ` - a° l I / WETLAND URISDICTIONAL AREA FOR STATE SPECIFIC DIRECT PHOaE NUMBERS I q.6 --- _._I I NF, , J 1 1 . CONTRACTOR SHALL COORDINATE AND COMPLY WITH EXISTING UTILITY VISIT: www cALLs �.coM .� FS COMPANIES REQUIREMENTS. a2 S0, awe ate. aCALL: UNAWN BY: CHECFED BY: c I �TFRS � AS SHOWN WAS JKM _ � � j U I F 12. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. 10 08/30/23 REVISED PER COMMENTS cM w__J s U .r0 FEN 47-0 + 3.9 (Rego 13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO 9 06/15/23 REVISED PER COMMENTS JRF JW J J 4.7 E COMPOUND - O) PRE-CONSTRUCTION CONDITIONS. jcM jws O III I j 8 05/18/23 REVISED PER COMMENTS � r rr 86'0 ±Ji 14. THERE ARE NO WATER MAINS, SANITARY SEWERS DRY WELLS GROUND WATER 7 05/05/23 REVISED PER COMMENTS jRF jws z ONCE �� N , N N J TOC gLMENT POLE _� _ RECHARGE BASINS, OR DETENTION BASINS PROPOSED FOR THE PROPERTY. 6 04/13/23 REVISED PER COMMENTS JRF jws 5 01/03/23 CLEINT COMMENTS jCM jWS GPAVEL O I /// U \ HIGH 1 STORY i'' ' \ 15. NO SIGNALS, SIGNS OR TRAFFIC CHANNELIZATION OR PUBLIC ROAD N Z METAL I 4 12/14/22 CLIENT COMMENTS WPK JIM F w AL BU TF4. IAC U +, NG ? jI o ,� IMPROVEMENTS ARE PROPOSED. 3 06/01/22 CLIENT COMMENTS WPK jws C> 614 Q 05 O J I '/ ' O 2 05/10/22 CLIENT COMMENTS 4.7 ^ w o- I / , z ,i 16. THERE ARE NO PROPERTY DEDICATIONS PROPOSED. jcM jws 4.4 - U +1 // 4.3 J Q DRAWN CHECKED Z o O �, REV DATE DESCRIPTION BY BY 4 0 U I % 4.1 _ 17. NO TEMPORARY OFFICES OR STRUCTURES ARE PROPOSED FOR THE SITE. V w LIMITS OF NYSDEC FRESHWATER - U 18. THESE DRAWINGS ARE PROVIDED FOR ZONING APPROVAL. CONSTRUCTION LEVEL WETLAND 100 FOOT ADJACENT � ( ' O � � ' I � �, , '. I----��`��_ � Q .0FNr REA AND TOWN OF SOUTHOLD \ O I WIDE DRAWINGS WILL BE DEVELOPED SUBSEQUENT TO THE APPROVAL OF THESE E ��Yy DRAWINGS. �,�%I K M � c WETLAND JURISDICTIONAL AREA � I- I 4.0 � N � J I \ I 19. SITE PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND I^ pry � .rte ."ver reeve SURVEYING P C SIGNED BY STEPHEN E. RAVN P.E. L.S. LICENSE 49664 & T, y a �,,�s 4_, ,�, . / 4.4 APPROXIMATE SITE ACCESS ROUTE TO BE # -f mm mm .�, .� •". / CONFIRMED WITH LANDLORD UPON DATED 10/24/18, p � ,4 O.H.D. s 3 GF4.64 o I i /i/ I 1 w _ I TOWN APPROVAL OF THE FACILITY DESIGN 0 ► I �� '4.25 FF4 RECEIVED Cod 4. 4 -- I hNT. i/ � 4.44.' 4.71 90.3,- � '�,I I / � � E D JER K cKEON PSN I. - '� / � z , ©W q'�L 14' 4. 0: 0 C T 1.6 2023 NEW ORK LICE PROFESSIONAL � 4 ENGINEER-LIC NUMBER:095374-1 _ Sout o Town 4.21 / r� I Planning Board IT IS A VIOLATION OF LAW FOR ANY PERSON, CONC. J� ®, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIOIAL 3.78 TF3.71 I / W2 ENGINEER, TO ALTER THIS DOC_UIMENT. - - 3.92 / .. ` - 'ITE INFORMATION : -O - - - - 3.65 3.39 �� - /� - �'�7 M SITE NO: ALBERTSON MARINE 4.03 . . . . � - 9 9s 3.83 - 4 E.A. ' �, E.A. TF3.50 x'.51 S47 2 27 W 200. 00 / / 'i � t 61405 MAIN ROAD 4.33 (55831 �� W) 4.26 ' / � / � 4.10 - - 3.96 3.98 DYE 11.03 COORDINATE SYSTEM: NAD83 SOUTHOLD, NY 11971 (200 1) NY SP FEET LONG ISLAND SUFFOLK COUNTY M A 1�l � `" 0 A D � �,N� ® �' . � . RTE!� . 2 5 ) � ® SITE TYPE: 150'-0" CONCEALMENT POLE �- W3 � COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED THIS [)PAWING AND ALL THE INFORMATION CONTAINED HEREIN IS o AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE O A' PK WAS CONT P,ACTED OR TO WHOM IT IS CERTIFIED. THIS DFAWIN, MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE FRESHWATER WETLAND / �� UNDERGROUND SERVICE ALERT - NEW YORK 811 WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH BOUNDARIES DELINEATED BY VHB \� UTILITY NOTIFICATION CENTER OF NEW YORK 0 EN,INEERING P. LI_C. T ENGINEERING, SURVEYING, ( ) r { w LANDSCAPE ARCHITECTURE AND 800 272-4480 5 ° SHEET TITLE. WWW.NEWYORK-81 ICOM ` GEOLOGY, P.C., ON MARCH 22, 2023. Know what's below. SITE PLAN &NOTES CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION CII I before you dig. Z O 1 20' 10' 0 20' 40' SHEET NUMBER: w 1 SITE PLAN GRAPHIC SCALE SCALE: 1"=20'.0"FOR 22"x34"DRAWINGS Z-02 m _ (IN FEET) SCALE: 1/2"= 20'-0"FOR 11"x17"DRAWINGS EL REQUIREMENTS OF CHAPTER 280-70 ZONING ARTICLE XVII WIRELESS COMMUNICATIONS FACILITY CODE SECTION DESCRIPTION COMMENTS ,0° COMPLIES WITH SECTION(1)(E)AS SITE IS ZONED M-II. 280-70 D.(1) :ATION OF WIRELESS FACILITIES FURTHER REVIEW OF PRIORITY RANKING PROVIDED AS S' PART OF APPLICATION SUBMISSION. T 280-70 E. NTENNA SUPPORT STRUCTURES ARE PROHIBITED COMPLIES CD 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 'LANDS,TIDAL AND FRESHWATER. COMPLIES 280-70 F. 2 IOUNDWATER WITHIN 10 FEET OF THE SURFACE). COMPLIES §. 280-70 F. 3 ;ED WITH COMMUNITY PRESERVATION FUNDS. COMPLIES ' ' I1 ? EERI17\,8 GImo.C. 280-70 F. 4 ASTAL 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 OTHER STRUCTURES AND AREAS WHERE PEOPLE CONGREGATE,EXCEPT THE BASE EQUIPMENT,WITH A T RADIUS EQUAL TO A DISTANCE OF TWO TIMES THE HEIGHT OF THE STRUCTURE.ASMALLER FALL ZONE MAY BE (Ce • F 300'FALL ZONE REQUIRED;23'-0"FROM NEAREST ALLOWED IF SUPPORTED BYA REPORT SUBMITTED BYA QUALIFIED STRUCTURAL ENGINEER.THE STRUCTURE ON PROPERTY;STRUCTURAL REPORT �^ r 280-70 G. STRUCTURAL ENGINEER'S REPORT SHALL BE SUBMITTED TO AND REVIEWED BY THE PLANNING BOARD AND PROVIDED AS PART OF APPLICATION SUBMISSION; ELIT Tifeless��ERS LP CORROBORATED BY AN INDEPENDENT CONSULTANT HIRED BY THE TOWN THAT DEMONSTRATES THAT A VARIANCE REQUIRED Communications Infrastructure Experts 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. p" ANTENNA SUPPORT STRUCTURES IN THE LI,LIO,MI,MII,B,AND HB ZONING DISTRICTS ARE SUBJECT TO THE 280-701. FOLLOWING RESTRICTIONS: 280-701.(1) ORDANCE WITH THE BULK SCHEDULE FOR EACH ZONE. EXISTING NON-COMPLIANT:M-II MINIMUM LOT SIZE:80,000 SF EXISTING LOT IS 41,346 SF _- ) HE PROPOSED MONOPOLE HEIGHT:150'-0" 280-70 I.(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 g'-0"TO ADJACENT PROPERTY LINE SHALL BE NO LESS THAN 500 FEET. SITE DESIGN STANDARDS.ALL WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY 280-70 N. OBTRUSIVE DESIGN POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR CONSTRUCTED PURSUANT TO THE TERMS OF THIS CHAPTER: SETBACKS.ANTENNA SUPPORT STRUCTURES AND EQUIPMENT FACILITIES SHALL ADHERE TO THE SETBACKS (REFER TO BULK REQUIREMENTS CHART ON SHEET Z 280-70 N.(1) FOR PRINCIPAL USES IN THE BULK SCHEDULE APPLICABLE TO THE ZONE IN WHICH THE STRUCTURES ARE 03) W Q114 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 YOURSELF 280-70 N.(2) CONTACT SIGNS SHALL IDENTIFY ALL SERVICE PROVIDERS LOCATED ON THE FACILITY AND SHALL INCLUDE ® AA STATES REWIRE NOTIEI CAr P of o EXCAVATOR;, DESIGNERS, OR Alll EPSS,N NORMAL AND EMERGENCY CONTACT INFORMATION FOR EACH.SUCH SIGNS SHALL NOT EXCEED FIVE SQUARE COMPLIES PREPARItJG To DISTUPu THE EARTH'S FEET IN SURFACE AREA. SURFACE ANYAHERL IN ANY STATE — --- -- -- Know what's below. !,1\//�� BASE STATION EQUIPMENT SHELTER.THE BASE STATION EQUIPMENT SHELTER SHALL BE CONSTRUCTED WITH Call before you dig. BULKREQUIREMENTS �o R ZONE ,r,�" (MARINE ") AFINISH SIMILAR TO THAT OF ADJACENT STRUCTURES ON THE PROPERTY AND INTEGRATED INTO THE FOR STATE SPECIFIC DIRECT PI-1011E N IMBERS ARCHITECTURAL STYLE.ANY NEWLY CONSTRUCTED BASE EQUIPMENT SHELTER SHALL BE LOCATED IN VISIT: WWW CALL81 I.COM ACCORDANCE WITH THE MINIMUM HEIGHT AND YARD REQUIREMENTS OF THE ZONING DISTRICT APPLICABLE TO NO SHELTERS ARE CURRENTLY PROPOSED.THIS WILL BE TAKEN INTO 280-70 N.(3) THE SITE,AND UP TO TWO ADJACENT OFF-STREET PARKING SPACES MAY BE PROVIDED FOR SERVICE LE: DRAWN BY: GREG .ED BY: -- CONSIDERATION UPON FUTURE PROPOSALS VEHICLES.NOTWITHSTANDING THE FOREGOING, BASE EQUIPMENT RELATED TO INTERIOR-MOUNTED AS SHOWN WAS JKM S�/ T 0I D \ , I n (7 -PROPOSED q EE I �) I T WIRELESS FACILITIES SHALL BE LOCATED IN AN AREATHAT IS SATISFACTORY TO THE PLANNING BOARD UPON D X\ �f V I C O I M J CONSIDERATION OF IMPACTS ON ADJACENT PROPERTIES AND MINIMIZING VISUAL IMPACTS. 10 08/30/23 REVISED PER COMMENTS JCM JWS MINIMUM LOT DIMENSIONS BASE EQUIPMENT LANDSCAPING.A SCREEN OF EVERGREEN TREES SHALL BE PLANTED OUTSIDE THE FENCE 9 06/15/23 REVISED PER COMMENTS JRF JWS AREA 160,000 SO FT * 41 ,346 SO FT NO CHANGE NON-COMPLIANT ** OFTHE BASE EQUIPMENT AREA OR SHELTER TO PROVIDE AVISUAL SCREEN OR BUFFER FOR ADJOINING PRIVATE PROPERTIES AND THE PUBLIC RIGHT-OF-WAY OR OTHER VANTAGE POINTS ACCESSIBLE TO THE EVERGREEN SCREENING TO BE PLANTED AROUND 8 105/18/23 REVISED PER COMMENTS JCM JWS WIDTH 150 FEET 200.00 FEET NO CHANGE COMPLIES PUBLIC.THE SCREEN SHALL CONSIST OF A DOUBLE ROW OF EVERGREEN SHRUBS AND TREES THAT ARE OF FACILITY DEPTH 150 FEET 189.79 FEET NO CHANGE COMPLIES 280-70 N.(4) SUFFICIENT DENSITY AND HEIGHT TO IMMEDIATELY SCREEN THE BASE EQUIPMENT FROM VIEW.REQUIRED 7 05/05/23 REVISED PER COMMENTS JRF JWS M N M U PvS FRONT YARD SETBACK AREAS SHALL BE LANDSCAPED AND INCLUDE SHRUBS AND TREES.SURVIVABILITY OF COMPLIES 6 04/13/23 REVISED PER COMMENTS JRF JWS YARDS 55 FEET ±29.4 FEET 1 74'± (TOWER) COMPLIES THE LANDSCAPING SHALL BE GUARANTEED AND MAINTAINED BY THE APPLICANT FOR THE LIFE OF THE FRONT INSTALLATION. 5 01/03/23 CLEINT COMMENTS JCM JWS MINIMUM YARDS SITE LIGHTING.THE LIGHTING PERMITTED SHALL BE THE MINIMUM REQUIRED TO PROTECT THE PUBLIC 4 12/14/22 CLIENT COMMENTS WPK JWS SIDE 25 FEET 4 0.7 FEET 86'± (TOWER) COMPLIES WELFARE.FACILITIES SITED ON EXISTING DEVELOPED SITES SHALL BE INCORPORATED INTO THE LIGHTING REAR 25 FEET 61 .9 FEET 30'± (TOWER) COMPLIES 3 06/01/22 CLIENT COMMENTS WPK WS 280-70 N.(5) PLANS OF THOSE SITES.OUTSIDE LIGHTING SHALL USE FULLY SHIELDED FIXTURES SO THAT THE LIGHT J BOTH SIDES 50 FEET 1 02.6 FEET 199'± (TOWER) COMPLIES SOURCE IS NOT VISIBLE FROM BEYOND THE PROPERTY LINE,AND NO LIGHT IS REFLECTED OR SHONE COMPLIES TOWARDS THE SKY,EXCEPT IN THE CASE OF STRUCTURES REQUIRED TO FOLLOW FAA GUIDELINES FOR 2 05/10/22 CLIENT COMMENTS JCM JWS MINIMUV YARDS SAFETY LIGHTING. DRAWN CHECKED SIDE 25 FEET 40.7 FEET 47'± (COMPOUND) COMPLIES REV DATE DESCRIPTION BY BY REAR 25 FEET 61 .9 FEET 8'± (COPIP0UND) NON-COMPLIANT ** STANDARDS.IN ADDITION TO THE STANDARDS IN ARTICLE XXIVAND THE STANDARDS IN§280-70 HEREIN,ALL BOTH SIDES 50 FEET 102.6 FEET 127'± (COMPOUND) COMPLIES WIRELESS FACILITIES,INCLUDING CO-LOCATIONS,SHALL BE THE LEAST VISUALLY OBTRUSIVE DESIGN _ 280-72 A POSSIBLE THAT ALSO PERMITS THE APPLICANT TO ACHIEVE ITS SERVICE NEEDS.TO THAT END,THE (1)THROUGH(4)AS WELL AS(8)ARE NOT APPLICABLE FOLLOWING DESIGN STANDARDS SHALL APPLY TO ALL WIRELESS COMMUNICATION FACILITIES INSTALLED OR LANDSCAPE AREA 20'/70 MAX 0% 4.43 o COMPLIES CONSTRUCTED THAT REQUIRE SITE PLAN APPROVAL: I 2 (NEW) COMPLIES CO-LOCATION.WIRELESS COMMUNICATION FACILITIES SHALL BE DESIGNED TO PROVIDE FOR CO-LOCATION BY ��,OF NES, MAXIMUM LOT COVERAGE 30/170 26.2,°'0 280-72 A.(5) MULTIPLE PROVIDERS OR DESIGNED SO THAT THEY CAN BE RETROFITTED TO ACCOMMODATE MULTIPLE COMPLIES c-) e�l K 28.2,0 TOTAL --- -- --- PROVIDERS,WHEREVER POSSIBLE. SCENIC LANDSCAPES AND VISTAS.ALL ANTENNA SUPPORT STRUCTURES WHICH ARE NOT CONCEALED INSIDE * - THE WIRELESS FACILITY IS CONS'DERED A SECOND USE ON THE OF BUILDINGS OR SCREENED BY EXISTING TREES OR BUILDINGS MUST BE SURROUNDED BYA PLANTED SITE NOT LOCATED IN SCENIC VISTA cr A.( ) BUFFER OF DENSE TREE GROWTH.AN ANTENNA SUPPORT STRUCTURE THAT IS LOCATED WITHIN A SCENIC 280 72 A SUBJECT PROPERTY. THE TOWN CODE BULK SCHEDULE FOR THE 6VISTA OR SCENIC LANDSCAPE OR WITHIN 300 FEET OF ASCENICROAD,ASDESIGNATEDBYTHETOWN,SHALL COMPLIES RECEIVED �� .. MII ZONE R E OU I R ES 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 \� 09537 LOCATION,OR 35 FEET MAXIMUM IN THE ABSENCE OF TREES. OCT LIG 2023 v i kK- COLOR.ANTENNA SUPPORT STRUCTURES IN THE FORM OF MONOPOLES OR OTHER TOWERS SHALL EITHERJ E c KEO N BE BLUE/GRAY IN COLOR OR BE COLORED APPROPRIATE TO THE CONTEXT OF THE STRUCTURE'S LOCATION out o own SO THAT THE TOWER IS AS UNOBTRUSIVE AS POSSIBLE,UNLESS OTHERWISE REQUIRED BY THE FEDERAL Planning,Board N YORK L NSED PROFESSIONAL 280-72 A(7) AVIATION ADMINISTRATION(FAA).IF A WIRELESS COMMUNICATION FACILITY IS INSTALLED ON A STRUCTURE COMPLIES-TOWER TO BE PAINTED BLUE-GRAY ENGINEER- ENSE NUMBER:095374-1 OTHER THAN ATOWER,THE ANTENNAAND SUPPORTING ELECTRICAL AND MECHANICAL EQUIPMENT MUST BE OF A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY COMPATIBLE WITH THE COLORS OF THE IT IS A VIOLATION OF LAW FOR ANY PERSON, SUPPORTING STRUCTURE SO AS TO MAKE THE ANTENNA AND RELATED EQUIPMENT AS VISUALLY UNOBTRUSIVE UNLESS THEY ARE ACTING UNDER THE DIRECTION AS POSSIBLE. OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCU4,IENT. ANTENNA SUPPORT STRUCTURES IN OR ADJACENT TO RESIDENTIAL ZONES.WHERE THE SITE PROPOSED FOR SITE C /�` ^ T AN ANTENNA SUPPORT STRUCTURE IS LOCATED WITHIN A RESIDENTIAL ZONE OR HAS ONE OR MORE T I T E I I� F O T IV / i I O V PROPERTY LINES ABUTTING OR ON THE OPPOSITE SIDE OF A STREET FROM A 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 AN ADEQUATE ARRANGEMENT OF EXISTING LARGE 61405 MAIN ROAD TREES OR BUILDINGS TO PROVIDE EFFECTIVE SCREENING,THE HEIGHT OF THE PROPOSED STRUCTURE MAY BE NO MORE THAN 35 FEET,AND THE BASE EQUIPMENT MUST BE BURIED IN AN UNDERGROUND VAULT.TWO SOUTHOLD, NY 11971 ROWS OF EVERGREEN TREES MUST BE PLANTED ENCIRCLING THE STRUCTURE,ONE ROW AT A DISTANCE TWO ROWS OF EVERGREEN TREES TO BE PROVIDED. 280 72 A.(9) FROM THE STRUCTURE OF 50%OF THE HEIGHT OF THE STRUCTURE,AND THE OTHER AT 90%OF THE HEIGHT RELIEF SOUGHT AS TO HEIGHT AS NEEDED. 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 SITE TYPE: PLANNING BOARD MAY VARY THE ARRANGEMENT OF THE TREES AND SHRUBS TO ACCOMMODATE SPECIFIC SITE CONDITIONS,AND ACCOMPLISH THE GOAL OF SCREENING THE FACILITY FROM VIEW OF RESIDENTIAL 150'-0" CONCEALMENT POLE PROPERTIES.A WRITTEN GUARANTEE FROM THE WIRELESS FACILrrY'S OWNER SHALL BE REQUIRED TO ENSURE THAT THE PLANTINGS SURVIVE AND ARE MAINTAINED THROUGHOUT THE EXISTENCE OF THE INSTALLATION 280-74 C. 4 ES,STRUCTURES AND ZONING WITHIN 500 FEET. 353'-0"TO NEAREST RESIDENTIAL PROPERTY COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED 280-74 C. 5 UDE,TYPE AND HEIGHT OF THE WIRELESS COMMUNICATION FACILITY. (SEE SHEET Z-01) THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS O AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS A LIST OF OTHER CARRIERS ALREADY LOCATED ON THE FACILITY,WITH THE NUMBER,TYPE,HEIGHT, DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, 0 280-74 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 ANTENNA,INCLUDING THE PROPOSED WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ENGINEERING P.C., LLC. w 280-74 C. 10 N THE PROPOSED FACILITY AND THE FOLLOWING: 280-74 C.(10)(a) EAREST RESIDENTIAL STRUCTURE 674'± 280-74 C.(10)(b) PROPERTY LINE WITH A RESIDENTIAL USE 353'± SHEET TITLE: I1 280-74 C.(10)(c) ALL OTHER STRUCTURES 374'± 280-74 C.(10)(d) DS,RIGHTS-OF-WAY,DRIVEWAYS 181'± BULK TABLE Q , 280-74 C.(11) LL ZONE RADIUS AND DISTANCE SEE SHEET Z-06 280-74 C.(12) ROPOSED MEANS OF ACCESS SEE SHEET Z-02 0 ELEVATION DRAWINGS WITH DIMENSIONS CLEARLY INDICATED,INCLUDING DIAMETER OR WIDTH OF THE `,HEFT fJUMBER: 280-74 C.(13) STRUCTURE AT ITS WIDEST AND NARROWEST,AND THE TALLEST POINT,INCLUDING ANTENNAS OR LIGHTNING SEE SHEET Z-11 Z-03 /_O c) J F- Z ROTE w m J Q N N C\1 0 4.2 00 7.,OA 10.1 AZIMIUITH E N C33 I N E E R I N G3 P,r- , 27.7A C TOWN OF S SOUTHOLD 11.16 OK— 0 ELFT 3-8A EVONVERS LP Mfeless Commumations In"rastruCtUre Experts (COUNTIf OF SUFFOLK DEVELOPMENT RIGHTS1 ITE OCATION -..ON 11-10 h A AV 6.3A 7Y OF SUFFOLK N iP verizon 4 DEVELOPMEN'r RIGHTS7'*--1-1� tot I A(C) Sa N PROTECT YOURSELF q A L STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNIERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S AL SURFACE ANYWHERE IN ANY STATE Know whaesbelow. Call before you dig. ------------ 13 FOR STATE SPECIFIC DIRECT PHONE NUVBERS 0 VISIT: WWW.CALL811LCOM RAb�i 2. us L 'HECKED BY: SCALE: IDRAWN BY: I C C) do AS SHOWN WAS JKM 11.2 L 'lee 10 08/30/23 REVISED PER COMMENTS JCM JWS "4, 1.4A I , 9 06/15/23 REVISED PER COMMENTS JRF jWS L 1.2 8 05/18/23 REVISED PER COMMENTS JCM jVV5 7 05/05/23 REVISED PER COMMENTS JRF jWS 2.3A(c U 6 04113/23 REVISED PER COMMENTS JRF �,gq COU 5 01/03/23 CLEINTCOMMENTS jCM jWS 1 1114,22 CLIENT COMrIE1.1, APK JWS tk OFS FOL�,� 0 3 06/01/22 CLIENT COMMENTS TOVM Ole 4 VVPK JWS 2 05/10/22 CLIENT COMMENTS jCM jWS DRAWN CHEC ED CXXJNTY REVI DATE DESCRIPTION BY BY OF Buffs Pond 9 tUNDERWATER LAWO) -,�F��,11,�L�t ' 100 r K A Ze I 00*k GO 16 1 ur ON `kk EW YO ENSED PROFESSIONAL TI v ENGINE LICENSE NUMBER:095374-1 IF IS' A VIOLATION OF LAW FOR ANY PERSON, ,NLESS THEY ARE ACTING �JNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL Cb N, 13.1 ENGINEER, TO ALTER THIS DOCUMENT, 0* OF N�v w E � N F A T� 0 N , 28 SITE NO: ALBERTSON MARINE (12) V, 2.5A(c) I'M CA NAL 54 61405 MAIN ROAD NO i AA(c) z?$ 0 SOUTHOLD, NY 11971 SUFFOLK COUNTY 7< SITE TYPE: 150'-0" CONCEALMENT POLE COPYRIGHT(9 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 WHOVJT CERTIFIED. THIS NOTE: DRAWING MAY NOT BE COPIED, RE SEIDS, DISCLOSED, Town of Southold Geographic Information System DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE > WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH LLJ RECEIVED ENGINEERING P.C,, LLC. 1 . PARTIAL ZONING MAP IS BASED ON ZONING July 29, 2016 Suffolk County Real Property Tax Service Agency OCT L6 2023 MAP PREPARED BY THE TOWN OF SOUTHOLD S15EET TITI-E: I AREIS and Tax Map Copyright 2016, GEOGRAPHIC INFORMATION SYSTEM DATED —9-ou hold Town < County of Suffolk, NY Planning B ZONING INFORMATION 07/09/16. 0 11HEL-I NUMBEPI, CY LLJ GRAPHIC SCAL GRAPHIC 8CALE Z-04 I PARTIAL TAX MAP (IN FEET) E ` ZONING MAP M N.T.S. 2 N.T.S (IN FEET) < �i n O o FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB 00 -ENGINEERING, SURVEYING, LANDSCAPE ARCHITECTURE ANDU T A M_,Wl GEOLOGY, P.C., ON MARCH 29, 2023. ENGINEERINE-3 PC �► s �-- ' ELITETOS " �. Areless CoaTmumcations Infrastructure Experts FRESHWATER WETLAND O Q. BOUNDARIES DELINEATED BY VHB O W ENGINEERING, SURVEYING,- LANDSCAPE ARCHITECTURE AND N �' GEOLOGY, P.C., ON MARCH 29, 2023. - J. LIMITS OF CLEARING, GRADING AND GROUND DISTURBANCE u. A, Z 2 K � PROTECT YOURSELF • ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON. PREPARING TO DISTURB THE EAR"rH'S SURFACE ANYWHERE IN ANY STATE h Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM 01 ' SCALL DRAWN BY. CHECKED BY: �;- AS SHOWN WAS JKM 10 08/30/23 REVISED PER COMMENTS JCM JWS .: � 9 06/15/23 REVISED PER COMMENTS JRF JWS LIMITS OF NYSDEC FRESHWATER ` 8 05/18/23 REVISED PER COMMENTS JCM JWS WETLAND 100 FOOT ADJACENT 7 05/05/23 REVISED PER COMMENTS JRF Jws AREA AND TOWN OF SOUTHOLDO WETLAND JURISDICTIONAL AREA f 6 04/13/23 REVISED PER COMMENTS JRF Jws �` 5 01/03/23 CLEINT COMMENTS JCM JWS 12/14/22 CLIENT COMMENTS WPK JWS r 3 06/01/22 CLIENT COMMENTS WPK JWS .fit. Q E 2 05/10/22 CLIENT COMMENTS JCM JWS REV DATE DESCRIPTION DRAWN CHB KED BY h ' 0 F \ \1 K , \ Ir It1 J EON YORK LICENSED PROFESSIONAL GINEER- LICENSE NUMBER: 095374-1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIREC1lON '+ OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE INF_ORMATIUN - SITE NO: ALBERTSON MARINE 61405 MAIN ROAD FRESHWATER WETLAND SOUTHOLD, NY 11971 BOUNDARIES DELINEATED BY VHB tea, ENGINEERING, SURVEYING, SUFFOLK COUNTY LANDSCAPE ARCHITECTURE AND LIMITS OF NYSDEC FRESHWATER GEOLOGY, P.C., ON MARCH 29, 2023. SITE TYPE: WETLAND 100 FOOT ADJACENT AREA AND TOWN OF SOUTHOLD " 150'0" CONCEALMENT POLE WETLAND JURISDICTIONAL AREA COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS Q DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH W ...,....�.�.—. ENGINEERING P.C., LLC 0 Fr RECEIVEDOF w ',EHEE TITI_E: z OCT 1:6 2023 5 Southold own 200' RADIUS PLAN z Punning Board 0 U SHEET NUML3ER: m 1 200' RADIUS PLAN5 GRAPHIC SCALE J (IN FEET) 1��T.S.1�S• Q Un N i } R --.y-'- 0 DO A zmmm U T �.. C. -J F �y�(73 ®p'gN aa� N1 C-3, 'tea O FRESHWATER WETLAND ' BOUNDARIES DELINEATED BY VHB � r.. w��,e s;q, ,unicationsInfrastrurtuieExperts j, ENGINEERING, SURVEYING, LANDSCAPE ARCHITECTURE AND GEOLOGY, P.C., ON MARCH 29, 2023. PROPOSED 150' CONCEALMENT POLETj O verizon FRESHWATER WETLAND BOUNDARIES DELINEATED BY VHB `YZ ENGINEERING, SURVEYING, 4 �Q� ry e PROTECT YOURSELF URSATOArr STATEREQUIREN OF LANDSCAPE ARCHITECTURE ANDEXCAVATORS, DESIGNERS OR ANY PERSON �L r� - ��j`� O PREPARING TO DISTURB THE EARTH'S GEOLOGY, P.C., ON MARCH 29, 2023. V o ,�' SURFACE ANYWHERE IN ANY STATE O Know what's below. Call before you dig. 450+ ROrD �) FOR STATE SPECIFIC DIRECT PCOM SCAL HONE NUMBERS VISIT: www CALL811 CCM 3 p p,l , � RSECTIO � L DRAWN Bl'_ [HECKED BY: RAD/US SO NEARES AS SHOWN WAS JKM 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRFJWS 8 05/18/23 REVISED PER COMMENTS JCM JWS �p 7 05/05/23 REVISED PER COMMENTS JRF JWS ZO-yo ,�� 6 04/13/23 REVISED PER COMMENTS JRF JWS �X O 5 01/03/23 CLEINT COMMENTS JCM JWS 4 12/14/22 CLIENT COMMENTS WPK JWS 3 06/01/22 CLIENT COMMENTS WPK JWS 2 05/10/22 CLIENT COMMENTS JCM JWS Mi v� DRAWN CHECKED REV DATE DESCRIPTION BY BY W " Q�OP V w p LIMITS OF CLEARING, GRADING Z AND GROUND DISTURBANCEre .O�' b IV:) Q LIMITS OF NYSDEC FRESHWATER ,` Z Z WETLAND 100 FOOT ADJACENT ! 4 E MY� j _ �cKEON AREA AND TOWN OF SOUTHOLD �Q- r LEGEND N YORK LIC SED PROFESSIONAL WETLAND JURISDICTIONAL AREA ENGINEER- LI NSE NUMBER: 095374-1 �O G (� R-80-PARKS & IT IS A VIOLATION OF LAW FOR ANY PERSON, --� - UNLESS THEY ARE ACTING UNDER THE DIRECTION FRESHWATER WETLAND RECREATION M-II-MARINE II of THE RESPONSIBLE LICENSED PROFESSIONAL f BOUNDARIES DELINEATED BY VHB ENGINEER, TO ALTER THIS DOCUMENT. R' — ` -ENGINEERING, SURVEYING, _ S I 1 C N F-O R M A T( O IN LANDSCAPE ARCHITECTURE AND SITE NO: ALBERTSON MARINE GEOLOGY, P.C., ON MARCH 29, 2023. I - _- _-- _----- __ 61405 MAIN ROAD SOUTHOLD, NY 11971 LIMITS OF NYSDEC FRESHWATER SUFFOLK COUNTY WETLAND 100 FOOT ADJACENT R40 RESIDENTIAL AREA AND TOWN OF SOUTHOLD SITE TYPE: WETLAND JURISDICTIONAL AREA 150'-0" CONCEALMENT POLE RECEIVED OCT 16 202 _ COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL SoutholdQWn 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 o DRAWING MAY NOT BE COPIED,REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE > L WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH LLJ ENGINEERING P.C., LLC NOTE: 0 Li N SHEET TITLE: AERIAL IMAGE BASED ON GOOGLE MAPS DATA 2019 & SUFFOLK COUNTY, NEW YORK FRESHWATER < WETLANDS GIS MAP INFORMATION DATED 09/07/2018 VICINITY PLAN z 0 SHEET NUMBED: PHIC m I VICINITY NIl 1 PLANGRAN EET)ALE N�T�V• �� _O� - . - — ---- EL O 0 Pf, 0 0 00 el 4, E 17�j C7,11 I�Ilj Lrl. I r-J C-" Imo C NMI 777-"77 -7 0 OWERS LP District Section Block Lot Owner Owner's Address Et_1TI 1elessCommunicaons Infrastw---ture ExpErts 1000 56 1 4.2 Scott & Pauline Carter 1605 Mill Path, Southold, NY 11971 1000 56 1 10.1 Town of Southold 2205 Mill Path, Southold, NY 11971 , SOUTHOLD 1000 56 1 11 .2 Angela Norton 610 Pond Avenue, Southold, NY 1971 1000 56 1 11 .6 Angela Norton 610 Pond Avenue, Southold, NY 1971 1000 56 1 11 .11 Angela Norton 610 Pond Avenue, Southold, NY 1971 n" ff%*"Rm W 1000 56 1 11 .12 Angela Norton 610 Pond Avenue, Southold, NY 1971 �;-k I(3111h V UK 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 ALL STATES REQUIRE NOTIFICATION OF CAVATO��S, DESIGN`P'�, OR ANY PERSON PREPARING TO DI-TURB THE EARTH'S luPROTECT YOURSELF . EB SURFACE ANYWHERE IN ANY STATE 1000 56 3 15 Budds Pond Marine Inc. 61405 Route 25, Southold, NY 11971 Know what'sbelyow. call before ou dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CA[-L81l.COM 1000 56 3 1 Main Road Brokerage LI, LLC 61505 Route 25, Southold, NY 11971 L)F�A w SCALL: JCHECF.EU B1:AS SHOWN Jwr� [' AS JKM 1000 56 3 2 Emmanuel & Toula Leodis 61575 Route 25, Southold, NY 11971 10 08/30/23 REVISED PER COMMENTS JCM JWS 1000 56 3 3 Emmanuel & Toula Leodis 61625 Route 25, Southold, NY 11971 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 105/18/23 REVISED PER COMMENTS JCM JWS 1000 56 3 4 Town of Southold 61725 Route 25, Southold, NY 11971 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS 5 01/03/23 CLEINT COMMENTS JCM JWS 1000 56 3 5 62375 Main Road LLC 61825 Route 25, Southold, NY 11971 4 1 12/14/22 CLIENT COMMENTS WPK JWS 3 06/01/22 CLIENT COMMENTS WPK JWS 1000 56 3 6 62375 Main Road LLC 62375 Route 25, Southold, NY 11971 2 05/10/22 CLIENT COMMENTS JCM JWS REVLREV DATE DESCRIPTION DRAWN CHECKEDBY BY 1000 56 5 7 Margaret Dato 445 Budds Pond Road, Southold, NY 11971 1000 56 5 8 Ecka Grando 545 Budds Pond Road, Southold, NY 11971 *`'��.�° K1000 56 5 9 Suffolk County 64 Budds Pond Road, Southold, NY 11971 . 4f 6�,)T7 1000 56 5 10 Marcia Jurinovic 745 Budds Pond Road, Southold, NY 11971 1000 56 5 11 Jonathan Tibett 845 Budds Pond Road, Southold, NY 11971 JE P1 M EON 1000 56 5 16 Patrick Redmond 750 Budds Pond Road, Southold, NY 11971 N;?(N YORK LI NSED PROFESSIONAL ENSE NUMBER ENGINEER-=:095374-1 1000 56 5 17 Jean & John Weber 590 Budds Pond Road, Southold, NY 11971 IT IS A VIOLATION OF UNLESS THE'' ARE ACTLAW FOP ANY PERSON, IRIG UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENI.JNFER, TO ALTER THIS DOCUMENT. 1000 56 6 1 .1 Eli Green & Dolton Route 25, Southold, NY 11971 SITE 11",,IFOPMATION .- 1000 56 6 1 .2 Suffolk County 61330 Route 25, Southold, NY 11971 SITE NO: ALBERTSON MARINE 1000 56 6 2.2 Budds Pond Marina Inc. 61500 Route 25, Southold, NY 11971 61405 MAIN ROAD I I I I I SOUTHOLD, NY 11971 1000 56 6 3.4 61600 Main Road LLC 61600 Route 25, Southold, NY 11971 SUFFOLK COUNTY SITE TYPE: 150'-0" CONCEALMENT POLE COPYRIGHT C 2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED RECEIVED THIS DRAWING AND A[L THE INFOPMATION CONTAINFID HEFEIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE 7) WORI, WAS CONTRACTED OR TO WHOM IT IS CERTIFIED, THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, 6 OCT 16 2023 DISTFIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPPESS WRITTEN CONSENT OF AZIMUTH > out 0 ENW�EEPING P.C., LLC. LIJ Out 0 Own Planning Board SHEET TITLE: -1j 200' & 500' PROPERTY OWNERS LIST 0 USHEET Nkli\/IBER: Z-07 Cn1 PROPERTY OWNERS LIST NOTES: o I. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. 2. COMPOUND PLAN BASED ON SITE SURVEY BY AMERICAN ENGINEERING & LAND SURVEYING P.C. SIGNED 0 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. Z 0 ' '\ 4. LOCATION AND INSTALLATION OF EQUIPMENT TO BE IN ACCORDANCE WITH THE STRUCTURAL � � � PROPOSED MESA CABINET (BY �w.7 00 ANALYSIS. TOWER DESIGN TO BE BY OTHERS. LU 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 s 6. FINAL DESIGN OF PIERS TO BE CONFIRMED ONCE ELITE HAS PERFORMED A GEOTECHNICAL BORING AND 0O KIT ELEVATED 3' ABOVE GRADE ON PROPOSED TREE (TYP OF 34±) H-FRAME AND V TAE 6-0 TALL MIN. FLOOD ELEVATION ABOVE _ - tr `� (EMERALD GREEN ARBOR ) = '`'�C` 11 '1 �= 1 ¢ PROVIDED A REPORT. o CONCRETE PIERS w 6 — �' SEE DETAILS I &2, SHEET Z-17 PLANTED IN STAGER PATTERN TO CREATE ( ) MAXIMUM CONCEALMENT (BY ELITE) -- _ (SEE DETAIL 9, SHEET Z-12) PROPOSED UTILITY H-FRAME (TYP. OF 2) (SEE DETAIL 5, SHEET Z-17) PROPOSED H-FRAME MOPNTED Tireless Communications Infrastructure Experts TRANSFORMER (BY ELITL �' LIMITS OF CLEARING, GRADING _. _--- �� '��-�----__ ;"� ---mm---- AND GROUND DISTURBANCE - � m 0 O 0 0 O O 0 0 O AA .- z \ 0 kv PROPOSED POWER CONDUIT �. - ROUTED FROM TRANSFORMER �, Z ° 2_ ' �� v TO METER BANK u.. (SEE DETAIL 1, SHEET Z-12) ° PROPOSED FIRE DISTRICT CABLE BRIDGE_ -� 0 10'-0" A.G.L. SEE DETAIL 4 SHEET Z-14 O 0 ( ) PROPOSED VERIZON WIRELESS 117 J4 1 UTILITY METER MOUNTED IN y" \ - in -- / OPEN SOCKET (BY ELITE) Zti 0 o 0 ` 3 PROTECT 0 LL YOURSELF � ` \ " YOURSELF PlC A_�37)/, ESEOETATION OEk` PDECAHASGNO PREPARINTO ` O CEART nFUTURE CARRIER SURFACE ANYWHERE ES URE CARRIER Z " 0 EQUIPMENT AREA EQUIPMENT AREA—\\,� O �- LLJ Know Call before beyo wig. \� - � "' FOR STATE SPECIFIC DIRECT PHONE NUMBERS PROPOSED MULTI METER-METER PACK VISIT: WWW CALLa11.COM 0 WITH DISCONNECT (BY ELITE) scALL: L,RAW'IJ BY: ?HECKED BY: \may w AS SHOWN WAS JKM TO BE INSTALLED ON H-FRAME AND ELEVATED ABOVE FLOOD ELEVATION 10 08/30/23 REVISED PER COMMENTS JCM JW$ W ° PROPOSED FIRE DISTRICT CABLES ROUTED ON PROPOSED 12-0 WIDE ACCESS REVISED PER COMMENTS 0 9 06/15/23 JRF JWS \ / — `\ 8 05/18/23 REVISED PER COMMENTS CM W$ PROPOSED VERIZON WIRELESS 7/8"QS COAX CABLES �� PROPOSED CABLE BRIDGE FROM FIRE DISTRICT r - GATE (TYP OF 2 x 6-0 ) (BY ELITE) J J ' 'J EE DETAIL ISHEET Z 13 7 05/05/23 REVISED PER COMMENTS JRF JWS ROUTED ON PROPOSED CABLE BRIDGE TO TOWER—� � � � EQUIPMENT TO PROPOSED TOWER (TYP OF I) / - (S , - ) �� 0 (TYP OF 4 PER SECTOR, 12 TOTAL) I w ' 6 04/13/23 REVISED PER COMMENTS JRF Jws \ � I PROPOSED VERIZON ANTENNAS & EQUIPMENT � � s 01/03/23 CLEINTCOMMENTS JCM Jws � ��- — BY VERIZON WIRELESS WITHIN PROPOSED v°� � '. �''� �� ( ) H-LLJ WETLAND W2 4 12/14/22 CLIENT COMMENTS WPK JWS 0 i CONCEALMENT POLE (SEE SHEET Z-09) 185 TOW J _�— _ — — — — — � _ � — _ _ _ _ _ i_ _ — „_ '��j � ,,, - - —'— 3 06/01/22 CLIENT COMMENTS WPK W$ — /\ L LL k 4 2 05/10/22 CLIENT COMMENTS JCM JWS DRAWINGS z ��1 I oI 1- v -F o 1 I °� "' REV DATE DESCRIPTION DRAWN CHECKED BY BY 0 w Z 11 1 I PROPOSED 150 MULTI-SECTION I MULTI-SIDED RADOME w✓ CONCEALMENT TOWER (BY ELITE) LLJ I I I I ,I, � � _ I ° i if r " C)� I i /PROPOSED 70'-0 x 35'-0" W * ��Y I (2,450 SQ. FT.) EQUIPMENT , ? t� °�� VIII . v� I J i FUTURE CARRIER COMPOUND (BY ELITE) � ' a , y. I EQUIPMENT AREAS Y, h r O AlMM t6N �_ _- - T T i N Y07CENSED PROFESSIONAL E E `� F E E E �° ENGINEER- LICENSE NUMBER:095374-1 ' IT IS A VIOLATION OF LAW FOR ANY PERSON, / 70'-0" — _ \ �JUNLESS THEY ARE ACTING UNDER THE DIRECTION — _ OF 1HE RESP011SIBLE LICETHIED PROFESSIONAL 1// 1 ° ' ENGINEER, TO ALTER S DOCU E PROPOSED 6'-0" HIGH BLACK -��-----— \ c-' CHAIN LINK FENCE (BY ELITE) SITE If�I �ORMATIONe SEE DETAIL 1, SHEET Z-13 - - - - - - - - - \ RECEIVED SITE NO: ALBERTSON MARINE PROPOSED VERIZON WIRELESS UNDERGROUND POWER & TELCO , CONDUIT (BY VERIZON WIRELESS) ROUTED FROM METER RACK & OCT 1.6 2023 PROPOSED VERIZON WIRELESS 10'-0" x 20'-0" STEEL PLATFORM MESA CABINET TO PROPOSED PPC & TELCO CABINET ON out o Town 61405 MAIN ROAD (BY VERIZON WIRELESS) WITH 42" TALL HANDRAIL & 8'-6" TALL PROPOSED EQUIPMENT PLATFORM SEE DETAIL I & 2, SHEET Z-12 w STEEL CANOPY(200SQ. FT.) IN A 10'-0" x 20'-0" LEASE AREA (200 SQ. FT.) ( ) Punning Board SOUTHOLD, NY 11971 (SEE SHEET Z-09) SUFFOLK COUNTY LIMITS OF CLEARING, GRADING \ LIMITS OF NYSDEC FRESHWATER SITE TYPE: AND GROUND DISTURBANCE �—EXISTING BUILDING— WETLAND 100 FOOT ADJACENT �t J 150.0 CONCEALMENT POLE AREA AND TOWN OF SOUTHOLD WETLAND JURISDICTIONAL AREA ---- - ----- - -- - -- z:Ms COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED THIS DRAWING AND ALL THE INFOF.MATION CONTAINED HEREIN IS -o PROPOSED VERIZON WIRELESS UNDERGROUND % AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO VJHOrA IT IS CERTIFIED. THIS o POWER & TELCO CONDUIT ROUTED FROM UTILITY DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISIP.IBUTED OR RELIED UFON FOP ANY OTHER PURPOSE > NOTE: POLE TO TRANSFORMER & MESA CABINET WITHOUT THE EXPRESS WRITTEN CONSENT of AZIMUTH ENGINEERING P C., LLC. LLJ SILT FENCE, STRAW BALES, AND OTHER EROSION AND SILT N CONTROLS WILL BE INSTALLED AND MAINTAINED DURING SHEET TILE: z PROJECT WORK, AS NECESSARY, TO PREVENT ADVERSE c IMPACTS ON WETLANDS. COMPOUND PLAN G GRAPHIC SCALE 4 z 0 4 8 SHEET NUMBED: 1 COMPOUND PLAN SCALE: 1/81 - 1',0 FOR 1111x171 DRAWINGS -Og (IN FEET) _ Q n 4 c\i . R cNCD r, CD F- 00 \ •� II V _ 1.. F, Av 5' Y, rr•rn F , i' . 9' i,. R Q) \_ C. FUTURE CARRIER 1M: I " � s - � EQUIPMENT AREA�'�� -�� PROPOSED 150' MULTI-SECTION MULTI-SIDED RADOME —. \ CONCEALMENT TOWER BY ELITE .CTE T01't/E I_P �� \ 4Nifeless Communications Infrastructure Experts SOPTHOLD )' ' PWI PROPOSED VERIZON WIRELESS 24"0 CONCRETE PIER (TYP OF 6) (SEE DETAIL 4, SHEET Z-14) PROPOSED VERIZON WIRELESS GPS UNIT \ MOUNTED T-0" ABOVE PROPOSED CANOPY (TYP OF 4) (SEE DETAILS, SHEET Z-15) IF exaR(21T �r PROPOSED VERIZON WIRELESS � PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT P STEEL CANOPY (ABOVE) ) OF 3 PER SECTOR, 9 TOTAL) (SEE DETAIL 2, SHEET Z-14), \ �: /� � PROTECT YOURSELF DIPLEXER (TYP OF I PER SECTOR, 3 TOTAL) (SEE DETAIL 6, \ ALL STATES REIURE "°TR ANY P S \\-- , o EXCAVATORS. DESIGNERS, TI ANY PERSON PROPOSED VERIZON WIRELESS WORK LIGHT SHEET Z-15) & TRIPLEXER (TYP. OF I PER SECTOR, 3 TOTAL) \ /\ \ \ PSURFACEAN,f�°'EPE IN ANY STATES (TYP OF 2) (SEE DETAIL 8, SHEET Z-12) FOR MOUNTING (SEE DETAIL 2, SHEETZ-15) �� Knowwhat'sbelow. \ \ Cali before you dig. z \ FOR STATE SPECIFIC DIRECT PHONE NUMBERS \ \ - � \ ---- ---- � VISIT: WWW.CALL811.COM PROPOSED VERIZON PROPOSED VERIZON WIRELESS 1 SCALE: DRAWN BY: CHECr:ED BY: WIRELESS BATTERY CABINET EQUIPMENT CABINET \' AS SHOWN WAS JKM (SEE DETAIL I, SHEET Z-15) (SEE DETAIL I, SHEET Z-15) \-v 4 FI � -, \000 \ \ \ 10 08/30/23 REVISED PER COMMENTS JCM JWS 0 46 \ � � \ 9 06/15/23 REVISED PER COMMENTS JRF JWS 8 05/18/23 REVISED PER COMMENTS JCM JWS \, - \ < I �-- - �-i-� o PPROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA `JMOUNTED WITHIN CONCEALMENT POLE ` MOUNTED WITHIN CONCEALMENT POLE (TYP OF 2 TOTAL) (TYP OF 2 PER SECTOR, 6 TOTAL) PER SECTOR 6 ( ® (SEE ANTENNA SCHEDULE ON THIS SHEET) ` (SEE ANTENNA SCHEDULE ON THIS SHEET) o \G O'-y "'.,��'S PROPOSED CONCEALMENT POLE ANTENNA PROPOSED CONCEALMENT POLE ANTENNA ... _ �° 3y MOUNT (COMMSCOPE PART NO. MTC37319) °�y MOUNT (COMMSCOPE PART NO. MTC37319) JF (TYP OF 2 PER SECTOR, 4 TOTAL) �i `r�` (TYP OF 2 PER SECTOR 4 TOTAL) PROPOSED TRILEXER (TYP OF I PER SECTOR, C. SEE DETAIL 5, SHEET Z-15 3 TOTAL) (SEE DETAIL 6, SHEET Z-15) 1 €` `I " L G (SEE DETAIL 5, SHEET Z-15) G� O ( ) '0 PROPOSED y �' PROPOSED 40" DIA. \ ® MULTI-SECTION-MULTI-SIDED----� �? � PROPOSED 40" DIA. � ® PROPOSED 40" DIA. O� �/ �\\\ RADOME CONCEALMENT POLE \ MULTI-SE(:TION-MULTI-SIDED S�GMULTI-SECTION-MULTI-SIDED- / �� ,� ISP ' ��. S� 'C`�` �, . RADOME CONCEALMENT POLE \ P RADOME CONCEALMENT POLE �., �� ;, QIP �� % \\��, lNlrelessCommunications lnfrastructureExpe, 00 � ` ;\ o°r C I \ C2 \ PROPOSED 6"0 PROPOSED 6"0 \ %/ MAIN PIPE MAST_ /� MAIN PIPE MAST o ap .. �i Al i c \ �, B2 \ \\� M ,E 0-10 PROTECT YOURSELF �� PROPOSED VERIZON WIRELESS ANTENNA � PROPOSED VERIZON WIRELESS ANTENNA � /� � ALL STATES REOUIRE NOTIFICATIOPERSOtJ N of -- MOUNTED WITHIN CONCEALMENT POLE - o ExCAHATORS. DESIGNERS,HHRIoR AN ATE MOUNTED WITHIN CONCEALMENT POLE PPE AR NG T� DIST3 THE EARTH'S ' SUPFACE AN(WHERE ItJ ANY STATE PROPOSED 6"Q) MAIN PIPE MAST Knowwhat'sbe10W. (TYP OF 2 PER SECTOR, 6 TOTAL) (TYP OF 2 PER SECTOR, 6 TOTAL) Cal SEE ANTENNA SCHEDULE ON THIS SHEET) (SEE ANTENNA SCHEDULE ON THIS SHEET) FOR STorTE SPECIFIC FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81l.COM PROPOSED VERIZON WIRELESS ANTENNA PROPOSED VERIZON WIRELESS ANTENNA MOUNTED WITHIN CONCEALMENT POLE 'Q'_/ MOUNTED WITHIN CONCEALMENT POLE AtE DFiAWId B : [HL,-KED B, (TYP OF 2 PER SECTOR, 6 TOTAL) O'<iJ� (TYP OF 2 PER SECTOR, 6 TO AS SHOWN WAS JKM (SEE ANTENNA SCHEDULE ON THIS SHEET) P� �` (SEE ANTENNA SCHEDULE ON THIS SHEET) 10 08/30/23 REVISED PER COMMENTS JCM JWS ° 9 06/15/23 REVISED PER COMMENTS JRF JWS �'NP �iy�O 8 05/18/23 REVISED PER COMMENTS JCM JWS )001 7 05/05/23 REVISED PER COMMENTS JRF JWS 6 04/13/23 REVISED PER COMMENTS JRF JWS 5 01/03/23 CLEINT COMMENTS JCM JWS 4 12/14/22 CLIENT COMMENTS WPK JWS 3 06/01/22 CLIENT COMMENTS WPK JWS 2 05/10/22 CLIENT COMMENTS JCM JWS I 1 VERIZON CLUSTER 1 ANTENNA PLAN @ 146'-1" A.G.L. GRAPHIC ETALE 2 VERIZON CLUSTER 2 ANTENNA PLAN @ 141'-2" A.G.L. GRAPHIC ETALE GRAPHIC SCALE DRAwN CHECKED N.T.S. N.T.S. 3 VERIZON DIPLEXER PLAN BELOW ANTENNAS (IN FEET, N.T.S. REV DATE DESCRIPTION BY BY E OF M.Z-jQ" EN� c,5 fs 11� EON _JL_ --,'rLEL-.,,A Scy YORK LICENSED PROFESSIONAL ENGINEER-LICENSE NUMBER:095374-1 PROPOSED ANTENNA AND RRU CONFIGURATION IT IS A VIOLATION OF LAW FG? ANY PERSOfJ, UNLESS THEY ARE ACTING UNDER THE DIRECTION ANTENNA OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. .PROPOSED ANTENNA ANTENNA HEIGHT WIDTH DEPTH WEIGHT FACE AREA ANTENNA ANT. CL. RRU SITE iNFORMATIO\J SECTOR QUANTITY CONFIGURATION STATUS (IN) (IN) (IN) (lbs) (S.F.) AZIMUTH ELEV. (FT) CONFIGURATION STATUS SITE NO: ALBERTSON MARINE Al 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146.1 60' RRH B2/B66a NEW 61405 MAIN ROAD = RRH B5/B13 SOUTHOLD, NY 11971 a a A2 1 MX06FIT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 60NEW RECEIVED SUFFOLK COUNTY RT-8808-77A - NEW 52.5 12.2 10.7 94 4.45 146.1 220' RRH B2/B66a NEW OCT 16 2023 SITE TYPE: B1 1 MX06FIT465 02 Soufii6-d Town 150'-0" CONCEALMENT POLE RRH B5/B13 Planning Boar m B2 1 MX06F IT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 220' RT-8808-77A NEW COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS Q C1 1 MX06FIT465-02 NEW 52.5 12.2 10.7 94 4.45 146. 1 330' RRH B2/B66a NEW AUTHORIZED FOR USED OR TO WHOM IT IS CERTIFIED. THIS BY THE PARTY FOR WH THE WORK WAS CONTRACTED OR DRAWING MAY NOT BE COPED, REUSED, DISCLOSED, S G > � RRH B5/B13 DISTRI[�UTED OR RELIED UPON FOR ANY OTHEP. PURPOSE W WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH a C2 1 MX06F IT265-01 NEW 32 11.61 4.53 26.5 2.58 141.2 330' NEW ENGINEERING P C., LLC. RT-8808-77A SHEET TITLE: z ANTENNA PLANS & Q ANTENNA SCHEDULE z HEE( NUMBER: w -10 Lo 41011 TOP OF PROPOSED FIRE Ln 0 PROPOSED FIRE DISTRICT _DISTRICT WHIP ANTENNAS,-J, 6 ANTENNA MOUNTED AT TOP OF EL = 164'-10"— ± A.G.L. CONCEALMENT POLE (TYP OF 1) (SEE SHEET Z-16) CN 7 0 0 PROPOSED 5'-0" CC) TALL PIPE MOUNT (TYP OF 2) PROPOSED FIRE DISTRICT EQUIPMENT (SEE SHEET Z- F N C-3 I FI F--- F__- R I N G PC. (D TOP OF PROPOSED TOP DIAMETER OF RADOME L CONCEALMENT POLE,-Jh MULTI-SECTION MULTI-SIDED EL EL = 150'-0" ± A.G-L-'11�7 CONCEALMENT POLE = 4011 D 7 EuT OWERS Lp F I 7_-1 E TrelessCommunications,Infrastructure Experts PROPOSED VERIZON WIRELESS ANTENNA PROPOSED ANTENNA MOUNTED WITHIN CONCEALMENT POLE CENTERLINE = 146'-I" A.G.L. (TYP OF 2 PER SECTOR, 6 TOTAL) I II R (SEE DETAIL 1, SHEET Z-14) PROPOSED TRIPLEXER (I PER SECTOR, 3 TOTAL) PROPOSED ANTENNA SOUTHOLD CENTERLINE 14 1'-2" A.G.L. (SEE DETAILS, SHEET Z-15) Ll [_11 BOTTOM OF ANTENNA SECTION ILI !i -FEL = 138'-0" ± A.G.L. M I ',III' ! FUTURE ANTENNA ri CENTERLINE = 132'-0" ± A.G.L. III' IIiI A� i i II! YOURSELF Am'---,BOTTOM OF ANTENNA SECTION PF,'r)TECT Y( �- IV6 -0" A.G.L. o EYCAVATORS, IDESiGNERS. OR Nr PERSON PREPARING TO DISTLIP8 THE EARTH'S SUPFACE ANYWHERE IN ANY STATE Kni below. Cal I before you dig. Z FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81l.COM U Ln FUTURE ANTENNA_� S,-A[-L u,�,AWIJ 3): [HE1_1I,FD 3Y: C14 0 0 CENTERLINE 120'-0" A.G.L. S V) AS SHOWN WAS JKM VIII'ill Ou 0- LU 0 Ln 10 08/30/23 REVISED PER COMMENTS JCM JWS a- JRF JWS 9 06/15/23 REVISED PER COMMENTS BOTTOM OF ANTENNA SECTIONEL - 114'-O" ± A.G.L.AGL. 8 05/18/23 REVISED PER COMMENTS jCM JWS 7 05/05/23 REVISED PER COMMENTS JRF JWS III 6 04/13/23 REVISED PER COMMENTS JRF JWS 5 01/03/23 CLEINT COMMENTS jCM JWS COMMENTS W FUTURE ANTENNA 4 12/14/22 CLIENT COMM PK JWS N CENTERLINE 108'-0" A.G.L 3 06/01/22 CLIENT COMMENTS WPK JWS 2 05/10/22 CLIENT COMMENTS jCM JWS DRAWN CHECKED REV DATE DESCRIPTION BY BY PROPOSED FIRE DISTRICT CABLES ROUTED 10 BOTTOM OF ANTENNA SECTION WITHIN CONCEALMENT POLE TO FIRE 102'-0" ± A.G.L. DISTRICT ANTENNAS (TYP OF 1) J A/ K FUTURE ANTENNA 0 II CENTERLINE LI E = 9 '-0 ± A.G.L. PROPOSED VERIZON WIRELESS 7/8"0 COAX CABLES ROUTED ON ilI I A I PROPOSED CABLE BRIDGE TO TOWER (TYP OF 4 PER SECTOR, 12 TOTAL) 4. Ld IL u e eJE M EON EL BOTTOM OF ANTENNA SECTION PROPOSED VERIZON WIRELESS DUAL BAND RRH UNIT (TYP OF 3 PER SECTOR, 9 EW Yc TOTAL) (SEE DETAIL 2, SHEET Z-14), KIW YOR ICENSED PROFESSIONAL EL _19d0'-0" ±—A.G.L. DIPLEXER (TYP OF I PER SECTOR, 3 TOTAL) (SEE DETAIL 6, SHEET Z-15 & TRIPLEXER ENGINEE -LICENSE NUMBER:095374-1 (TYP. OF I PER SECTOR, 3 TOTAL) FOR MOUNTING (SEE DETAIL 2, SHEET Z-15) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING _Il[,,DER THE DIRECTIOPl FUTURE ANTENNA OF THE PESPOHSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CENTERLINE = 84'-0" ± A.G.L._1i BASE DIAMETER OF RADOME ; -------0 MULTI-SECTION MULTI-SIDED--,,,",, SITE !F\1FORMATION '. CONCEALMENT POLE 4011 PROPOSED IT-10" WIDE ACCESS GATE (TYP OF 2 x 6'-0") (BY ELITE) (SEE DETAIL 1, SHEET Z-13) SITE NO: ALBERTSON MARINE TOP OF BASE POLE PROPOSED MESA CABINET (BY ELITE) ,�BOTTOM OF ANTENNA SECTION 61405 MAIN ROAD EL_= N-0" -_FA.G.L. E_�- 7V-W ± A.G.L. PROPOSED FIRE DISTRICT EQUIPMENT CABINET ON 4'-0" x C-10" SOUTHOLD, NY 11971 PROPOSED VERIZON WIRELESS CABLE ELEVATED EQUIPMENT PLATFORM (SEE SHEET Z-16) SUFFOLK COUNTY BRIDGE (SEE DETAIL 4, SHEET Z-14) VERIZON WIRELESS UTILITY METER MOUNTED IN OPEN SOCKET (BY ELITE) RECEIVED PROPOSED VERIZON WIRELESS PROPOSED MULTI METER-METER PACK WITH DISCONNECT (BY ELITE) OCT 1113 2023 SITE TYPE: TOP OF VERIZON WIRELESS GPS UNIT STEEL CANOPY (ABOVE) PROPOSED V-0" X W-10" PREFABRICATED EQUIPMENT PLATFORM WITH HANDRAIL ---s—ou-ffio-18-To-�,ln 150'-0" CONCEALMENT POLE �IEL = 13'-6" ± A.G.L. PROPOSED VERIZON WIRELESS GPS KIT ELEVATED YABOVE GRADE ON CONCRETE PIERS Planning Board TOP OF VERIZON WIRELESS STEEL CANOPY ANTENNA MOUNTED ON PROPOSED—`� (SEE DETAILS 1 &2, SHEET Z-17) COPYRIGHT(D 2023,AZIMUTH ENGINEERING P.C.,LLC ALL CANOPY (SEE DETAIL 3, SHEET Z-15) RIGHTS RESERVED _J TOP OF FIRE DISTRICT EQUIPMENT CABINET THIS DRAWING AND ALL THE IHFORi CONTAINED HEREIN IS 1'-6" A.G.L. AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM TIE U'l Ell = 10'-0" ± A.G.L. WORI' WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS 3: DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, o PROPOSED VERIZON WIRELESS EQUIPMENT CABINET & DISTRIBUTED OR RELIED UPON FOR ANY OTHER, PURPOSE __j TOP OF VERIZON WIRELESS CABINET A WITHOUT THE EXPRESS WRITTEN COI]SENT OF AZIMUTH BATTERY CABINET (BEYOND) (SEE DETAIL 1, SHEET Z-IS) A.G.L. ENClNEERING P.C., LLC. > Ell = 9'-8" -, L Ly 0 TOP OF CHAIN LINK FENCE SHEET TITLE: PRO -0" HIGH BLACK CHAIN LINK FENCE IL I , A.G.L. - L� . I . . . - EL = 6'-0" - (BY ELITE) (SEE DETAIL 1, SHEET-13) . I I i I� I ELEVATION POSED 6' 0 _4 _ < E GRADE EL. 0'-0" AGL BOTTOM OF ALL EQUIPMENTrj�, 5'-0" AMSL EL Y-0" ± A.G.L. -7� F z SHLLI NUMBER: 0 0 10 1 1 GRAPHIC SCALE T 4 I I 1 25 SCALE:3/16" = 1'-0"FOR 22"x34"DRAWINGS Z-11 LIJ SCALE:3/32"= Ill FOR 11"x17"DRAWINGS m SOUTH EAST ELEVATION (IN FEET) o 2'-011± /—EXISTING GRADE FFINISHED GRADE- MATCH SLOPE THICKNESS FINISHED GRADE- MATCH SLOPE THICKNESS AND MATERIAL OF EXISTING CONDITIONS AND MATERIAL OF EXISTING CONDITIONS— OR ONDITIONS OR AS DIRECTED BY THE ENGINEER OR AS DIRECTED BY THE ENGINEER 11 kEL I r_II I (.I •.-" �_- - _. —. — Cop. . o WARNING TAPE WARNING TAPE00 """"" ' = c ` I : WARNING TAPE71 . TRENCH 1 X J I , OCOMPACT FILL (90%) ' I - _ c O N n- — -AS PER UTILITY COMPANY UNDISTURBED SOIL SOIL ;o REQUIREMENTS iv N I--" I-1 . TON' ERS LPE LNlrelessCommunications lnfrastructureExperts I CLEAN FILL (COMPACTED _ _ - - CLEAN FILL (COMPACTED = o _ _ - � - - IN 12" CONTROLLED 11 LIFTS) )IN 12" CONTROLLED LIFTS _i=1 I � � PAM� III= 611 611 --- -'' -' 11 --- -- — ...�—iJ " ....( t III III _ � = I=�—UNDISTURBED SOIL ' 'I MIN MIN %0 MIN - - MIN O _ _ SAND . � CLEAN SAND ____---CLEAN ., \ i I , � (I) 2" PVC ELECTRIC CONDUIT I -0 4"0 SCH 40 TELCO CONDUIT/ CLEAN SAND SUITABLE FOR CONDUIT BEDDING \ -(2) 4" PVC ELECTRIC CONDUIT (WITH 2O0LB MINIMUM PULL WIRE) ,� -- I - " SCH 40 PVC ELECTRIC CONDUIT NOTE: `—(1) 2" PVC TELCO CONDUIT �[J NOTE: (2) 411 MIN 2"0 0 PVC TELCO CONDUIT - NOTE: ' mif L JQT( I. MINIMUM SEPARATION PER TELCO AND I. MINIMUM SEPARATION PER TELCO AND UTILITY COMPANY REQUIREMENTS. UTILITY COMPANY REQUIREMENTS. I. IF FREE OR ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. PROTECT YOURSELF 2. IF NOT, PROVIDE CLEAN, COMPATIBLE MATERIAL. COMPACT IN 811 LIFTS. REMOVE ANY LARGE ALL STATES RF°,,IRE NOTIFICATION OF ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G ® EXCAVATORS,TO ERS, °R ANY PERS°N 1 DENIARC TO SHELTER TRENCHING DETAIL N.T.S. 2 SOURCE TO DEMARC TRENCHING DETAIL N.T.S. RREPARING T° °ISTUR THE FART"° SURFArE ANYWHERE IN Af1Y STATE — GRAPHIC SCALE — A Know what's below. fINFEET) (IN UTILITIES PRIOR TO DIGGING. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE, CONTRACTOR SHALL HAND DIG U/G Call before you dig. MATCH EXISTING TRENCHING. FOR STATEVSPECIFIC a��a P CONE NurnBERS EXISTING MATERIAL & GRADE RIGID STEEL CONDUIT RIGID STEEL CONDUIT PLUG GRADE EXPANSION COUPLING, ,,GALE DRAVdIJ BY: CHECh,ED B'r 3 JOINT SERVICE TRENCH DETAIL GRAPHICSCALE N.T.S. AS SHOWN WAS JKM - (IN FEET) I rI 1=1 I I=F1 10 08/30/23 REVISED PER COMMENTS JCM JWS III 1= CLEAN BANK RUN GRAVEL. :o GRADE 9 06/15/23 REVISED PER COMMENTS JRF Jws `O BACKFILL WITH NO STONES ` 3/4" GRAVEL STONE 8 05/18/23 REVISED PER COMMENTS JCM Jws GREATER THAN 6". COMPACT � __ 3/4 " CRUSHED STONE 7 05/05/23 REVISED PER COMMENTS JRF JWS II I- TO 95% MODIFIED PROCTOR. �/ Z_ ap �= �� ` ��; '� /,\' (V ASTM C33, SIZE NO. 57 6 04/13/23 REVISED PER COMMENTS JRF JWS YELLOW WARNING TAPE — �' =111 1= MARKED "CAUTION - GAS MAIN" ' 6" WIDE UTILITY WARNING TAPE 1 5 01/03/23 CLEINT COMMENTS JcM Jws �� '` O 'O" °" RECEIVED 4 12/14/22 CLIENT COMMENTS WPK JWS C 0 C C 0 0 0 0 0 0 0 0 00 Cl0 0 00 0 0 0 0 0 OCT2023 3 06/01/22 CLIENT COMMENTS WPK JWS .I ITRACER WIRE (SEE NOTE #3) o �- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0¢ 1, 2 05/10/22 CLIENTCOMMENTS JCM Jws out O OWnDRAWN CHECKED Planning Board III=III-111-III=III=111 MINIMUM 1.5" I.D. PE PIPE REV DATE DESCRIPTION BY BY � 2'-0" NOTE: RIGID STEEL CONDUIT \__PVC ' 0F1. ALL EXCAVATION SHALL BE HAND EXCAVATION ONLY. RIGID STEEL TO PVC ADAPTER PIPE -COMPACTED SUBGRADE � 2. PE PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. NOTE: 3. A YELLOW INSULATED COPPER TRACER WIRE SHALL BE INSTALL ADJACENT TO WEED BARRIER "TYPER" UNDERGROUND NON-METALLIC PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIREI. IF COMBINATION METAL AND PVC CONDUIT RUIN IS INSTALLED E.C. SHALL BOND METAL LANDSCAPE FABRIC OR EQUAL OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE CONDUIT TO SERVICE PANEL. � NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL NOT BE LESS THAN 18 AWG AND THE 2. IF PVC CONDUIT IS EXTENDED ABOVE GROUND ALL SWEEPS AND CONDUIT ABOVE GROUND INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL. COMPLIANT IFGC SECTION 404.15.3. TO SCH. 80 GRAPHIC SCALE 4. SPLICE BETWEEN STEEL GAS PIPE & PE PIPE TO BE THREADED. C GRAVEL COMPOUND DETAIL GRAN.T.S. (IN FEET) 4 GAS TRENCHING DETAIL GRAS EETALE N.T.S. 5 TYPICAL UNDERGROUND CONDUIT STUB-UP GRAPHIC SCALE N.T.S. NOTE: JE Y McKEON NE YORK LI NSED PROFESSIONAL -- — ENGINEER- L ENSE NUMBER:095374-1 I. PROVIDE 3" LAYER OF MULCH AS SPECIFIED EMERALD GREEN ARBORVITAE OVER ENTIRE WATERING SAUCER AT ALL / IT IS A VIOLATION OF LAW FOR ANY PERSON, 6,-0„ IN HEIGHT MIN. UNLESS THEY ARE ACTING UNDER THE DIRECTION TREE PITS OR OVER ENTIRE TREE BED, OF THE RESPONSIBLE LICENSED PROFESSIONAL 2. PREPARED BACKFILL MIXTURE: I PART PEAT, ENGINEER, To ALTER TMs DOCUMENT. CONCRETE CAP I PART HUMUS, I PART PARENT SOIL. BACKFILL SHALL BE THOROUGHLY MIXED. 2 STRANDS NO. 12 GA. GALV. SITE INFORMATION6"0 SCHEDULE 40 CARBON �\ WATER IN 12: LIFTS DURING PLANTING. it ANNEALED STEEL WIRE - TWISTED SITE NO: ALBERTSON MARINE STEEL PIPE WITH YELLOW -�- \ II IN NEW RUBBER HOSE SLEEVE FILLED WITH CONCRETEI W Lu I 2 STRANDS DOUBLE 61405 MAIN ROAD _ \ \PROPOSED TIMED LIGHT (RB P/N STL360H) I- I C / WRAPPED AND TWISTED SOUTHOLD, NY 11971 TYP OF I PER ICE CANOPY POST, TOTAL OF 4 °C ( ) O M o z I/ CIRCLED WATERPROOF TREE WRAPPING SUFFOLK COUNTY GRADE, PAVEMENT OR Q II / FINISHED GRADE PAPER 4" WIDE, 50% OVER LAP. TIED WITH STOUT HEMPCORD AT TOP OF BALL AND SITE TYPE: CUT & REMOVE BINDING FROM I AT HEIGHT OF SECOND BRANCHES 150'-0” CONCEALMENT POLE 3"0x10'•0" LONG SCH. 40 PIPE TRUNK AND AS MUCH FROM BALL_ '� `r / / AS POSSIBLE. CUT AND REMOVE % —PITCH AWAY FROM TREE TRUNK UPPER I B N FINISHED GRADE /3 O F BURLAP FROM BALL w � COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN 15 77 CONCRETE FOOTING (4,000 PSI) ih Q _ T — AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE > — - WOR: WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS �� DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, GFCI DUPLEX OUTLET WITH NEMA >' x DISTRIeuTFD OR RELIED uPorJ FOR ANY OTHER PURPOSE TOPSOIL MIX BACKFILL WITHOUT THE EXPPESS WRITTEN CONSENT OF AZIMUTH W _ _ > i o - _ 3R OUTLET COVER (TYP OF 2) `° o NOTE: 0 —111-111- ENGINEERING P.c., LLC. N D _ \ TREE BALL SHEET TITLE: I1-011 I. MOUNT TIMED LIGHT & OUT PER VARIES TAMPED TOP SOIL MIN MANUFACTURERS RECOMMENDATIONS - — 11 CONSTRUCTION DETAILS - 1 z I'-0" I'-011 MIX CUSHION 6 0 SHLEI NUMBER: E 7 BOLLARD DETAIL GRAINFEETALE N.T.S. 8 TIMED LIGHT & OUTLET DETAIL GRAPHIC SCALE N.T.S. 9 TREE PLANTING DETAILS GRAPHIC SCALE N.T.S. Z-12 — — ch I,- 0 3/8"0 TRUSS ROD WITH HEAVY-DUTY GALV. LOCKABLE, 0 TURNBUCKLE AT GATE ONLY /'/--DOUBLE GATE LATCH 0 VARIES 12'-0" GATE OPENING 00 10'-0" MAX VERIFY WITH SITE PLANTYPICAL CHAIN LINK FENCE NOTES fi —1 1/4" GATE FRAME L 1. GATE POST, CORNER, TERMINAL OR PULL POST 2 1/2"0 SCHEDULE 40 FOR GATE X \ x xx\' WIDTHS UP THROUGH 4 FEET PER ASTM-F1083.X >1 "x ST: 2"0 SCHEDULE 40 PIPE PER ASTM-F 1083. \\ \ \ \ \ 1 1/4" TOP RAIL ---2 1/2" CORNER POST 2. LINE PO 0 X 9GA. FENCE FABRIC 2"x2" ELIT ONVERS LP 110 3. GATE FRAME: 1 1/2'0 SCHEDULE 40 PER ASTM-F1083. LATCH ROD 2 1/2" GATE POST —3/16" x 3/4" STRETCHER BAR 4. TOP RAIL & BRACE RAIL: 1 1/2"0 SCHEDULE 40 PER ASTM-F1083 ce) AT CORNER AND GATE POSTS %0 2" INTERMEDIATE POST 5. FABRIC" 12-GAUGE CORE WIRE SIZE 2-INCH MESH, CONFORMING TO ASTM-A392 NO AP BETWEEN FINISH —1/2" CROWN FOR DRAINAGE GRADE AND FENCE FABRIC 11-019 6. TIE WIRE: MINIMUM I I-GAUGE GALV. STEEL AT POSTS AND RAILS A SINGLE WRAP 2:1 SLOPE MAX X" OF FABRIC TIE AND AT TENSION WIRE BY HOG WITH FABRIC 14-GAUGE, SOUTH, OLD MIN J! I \x b 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCH CENTERS (BLACK) x x —7— r. T= ;0 7. TENSION WIRE: 7-GAUGE GALV, STEEL. STONE OVER 8. GATE LATCH: DROP DOWN LOCKABLE FORK LATCH AND LOCK, KEYED ALIKE GEOTEXTILE FABRIC 1'-0" 0 TIRE AT END OF Q 3:1 SLOPE MAX FOR ALL SITES IN A GIVEN MTA. SWING GATE (TYP OF 2) %0 z L I Z LU 9. HEIGHT 6FT VERTICAL. 4 4 x 'K 1? 44 113� 0 113 0 I I 6"0 x 18" DEEP CONCRETE LU < U- #7 GA. TENSION WIRE, II CONTINUOUS FOOTING WITH 1 1/4" PIPE 10. ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED INCLUDING CHAIN SLEEVE 6" LONG LU 0 LINK FENCING. V) 0 F 10"0 CONCRETE 02 ca PPOT7CT YOURSELF 12"0 CONCRETE FOOTING IN SOIL] BRAIDED COPPER GROUND STRAP, 2 PL ,ALL STATES REQ NOTIFICATIM Or FOOTING IN SOIL FOR — a: 0 CAVATOPS, DESIGNERS, C;P,ANY PERSON FOR GATE AND CORNER POSTS (SEE GROUNDING SPECIFICATIONS) PREPARING TO DISTURB THE EARTH'S INTERMEDIATE POSTS z SURFACE ATO'WHERE IN AN'! STATE < Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81I.COM SCALE: kAWN Hr: [HE,--IED By AS SHOWN WAS JKM �Ls F 10 08/30/23 REVISED PER COMMENTS JCM jWS 9 06/15/23 REVISED PER COMMENTS JRF jWS GRAPHIC SCALE 105/18/23 REVISED PER COMMENTS JCM jws FENCE & ACCESS GATE DETAIL (IN FEET) N.T.S.. . 7 05/05/23 REVISED PER COMMENTS JRF jWS NOTE: 6 04/13/23 REVISED PER COMMENTS JRF jWS 5 01/03/23 ICLEINT COMMENTS JCM jWS UNISTRUT PIPE CONDUIT CLAMP PI 119 CABINET TO BE INSTALLED ON H-FRAME 4 12/14/22 CLIENT COMMENTS WPK JWS OR P2558-35 (GALV.) (TYPICAL) FOLLOW PER MANUFACTURER'S SPECIFICATIONS TO 3 06/01/22 CLIENT COMMENTS WPK JWS /—MANUFACTURERS RECOMMENDATIONS BE ELEVATED ABOVE FLOOD ELEVATION 10/22 CLIENT COMMENTS JCM jws FOR BOLT TORQUE REV DATE DESCRIPTION DRAWN CHECKED BY 9 1/2" O.D. POST 3"0 RGS CONDUIT ,C:) 10NI K 41,, (GALV. (TYF) 41-011 METER BANK 'MA' PROPOSED WATERTIGHT METER 095374 HEAVY DUTY METER—, NAME PLATE 00 /,—PIPE CAP (TYP) �01�000 SOCKET COVER (TYP) EUMY cKEON NE YORK LI E D [N2 PROFESSIONAL LU I I E GINEER-LICE E NUMBER:095374-1 OM OM U tIT IS A VIOLATION OF LAW FOR ANY PERSO!'J,r11 ] W 0 1 ,,� -N- [W 1UNLESS THEY APE ACTINIG UNDER THE DIRECTION -j 0 \ �\� MAIN LmI I FRONT VIEW SIDE VIEW OF TENGINESEEHE RPONSIOR, BLE ALTER LICETHSNISED DOCUMENT.PROFESSIONAL ) T TERMINAL 85.37" LUGS FN-31 SECTION LFN 3 UNISTRUT P5000 (GALV.) 30.9411 SITE INFORMATIONI : SITE NO: ALBERTSON MARINE Z 61405 MAIN ROAD SOUTHOLD, NY 11971 Cq xC14 SUFFOLK COUNTY X C141 la SITE TYPE: %0IP IP .ILn M150'-0" CONCEALMENT POLE -1 1% 1 1 '114 ' 114 a, 11 0 06 COPYRIGHT 0 2023,AZIMUTH ENGINEERING P.C.,LLC ALL C14 RIGHTS RESERVED THIS DRAKIEG AND ALL THE II,IF0RWTIOI! CONTAINED HEREIN IS o 1 / AUTHORIZED FOR USE ONLY ET THE PARTY FOR, WHOM THE L RECEIVED WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS T z DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH > OCT IG 2023 ENGINEERING P.C., LLC. o LLJ 12"0 PLAIN CONCRETE PIER] South- ffo-wn (4,000 PSI CONCRETE) MESA PER-INSTALLED DISTRIBUTION PANEL PLAN VIEW Planning oTcBoard SHLLI IIILL: NOTE: CIL < 1. MOUNT METER BANK AND MAIN LUGS SECTION PER CONSTRUCTION DETAILS - 2 > MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. (:D cin SHEET NUMBER: Z-13 LLJ GRAPHIC SCALE GRAPHIC SCALE N.T.S. 4 GRAPHIC SCALE N.T.S. 2 MULTI POWER METER BANK MOUNTING DETAIL (IN FEET) N.T.S. 3 MESA CABINET DETAIL (IN FEET) (IN FEET) DO WITHOUT FINGER WITH FINGER WITHOUT FINGER WITH FINGER - 0 11.61 4.53" 12.2" 10.7" C\jr_-_-- - - - -� GUARDS GUARDS GUARDS GUARDS G - -- - -- tn O 'h rC;• per.' n. � i a . NJI CD w s:R t 7, K { w \ I .s r•� a E,am,>tt' ax `# "�a � �a rY E%�, �u,,w s tf+sxF.r , s f r t a t I. CO ' Y,n o.• �st -17 7 Z I M IJ � �rF-111111", , ,t r p g y y gay g Uop view] o - -- I 5 I � j39 15-88 w ELITEthtitleW 3ss C©mmunsr:atiatas Infrastructure Experts , RtZ I F { T t L. r I t: N. J^ I • n d' I i r G p a T ,. :;. cR ,,vim, ;.'. . � a,",a, .. •, t,. ..s. _ : � -� ,: �:. ;' as Q N) s.: kpms` r+�r 5 t� ,,: a'u^.,' ^; '. .�., ,.. '�. ; .;a,,,:. ,. , `'^ e. L �� N fV ,. ,,�. «, ., ,nom . " n �� „ � � 14.96 8.6 4 „ fail A , 110 t-._..... cy�. jF' bw .. �' �ew verizol I k I s + fi 00" r� >. fx i. t �.. (.: S , ....:` d ,.F.. ,x- , v. ,;:>: -, � .�'",.• .V rv' ,r 'Y•.a F: ,.: sfrnF 't`',Y�'`, �'WYcs" 1, PROTEC' YOURSELF oz ALL STATES REQUIRE NOTIFICATION OF m Ip i I: EXCAVATORS, DESIGNERS, OR ANY PERSON PRI ,.,a ":,r.' q' H ,,.. .,g7. ^'k" '. WEIGHT 59LB f... SURFACE ANYWHEREINANY S ATES " h�,. �r .52 .. << a Know whac's below. SAMSUNG RT-8808-77A , 4 / Call before you dig. - -- -- -- FOR STATE SPECIFIC DIRECT PHONE NUMBERS REMOTE RADIO HEAD VISIT: WWW CAI-LBl I.COM -- ' _ CALF .)PAWN B15 CHECKED BY NOT TO SCALE _: AS SHOWN WAS JKM M h SAMSUNG - B5/B 13 RRH - BR04C RFVO 1U-D2A SAMSUNG - B2/B66A RRH - BR049 RFVO 1U-D lA 10 08/30/23 REVISED PER COMMENTS jCM jWS ---- - — 9 06/15/23 REVISED PER COMMENTS JRF jWS WEIGHT = 26.5 LBS WEIGHT = 94 LBS HEIGHT: 15.49" HEIGHT: 15.49" NOTES: 8 05/18/23 REVISED PER COMMENTS jCM jWS ANTENNA FACE AREA =2.58 SQ. FT. ANTENNA FACE AREA=4.45 SQ. FT. p jMA_WIRELESS-.-MX08FIT265 NOTES: JMAWIRELESS MX06FIT465 WIDTH: 15.88" WIDTH: I S.pBif 7 05/05/23 REVISED PER COMMENTS IRF jWS 1. RRH MODELS SUBJECT TO CHANGE 6 04/13/23 REVISED PER COMMENTS jRF jWS I. DIMENSIONS SUBJECT TO CHANGE DEPTH: 10.03" DEPTH: 11 .93" BASED UPON AVAILABILITY AT s 01/03/23 CLEINT COMMENTS jCM jWS BASED UPON AVAILABILITY AT TIME OF CONSTRUCTION. 4 12/14/22 CLIENT COMMENTS wPK jws TIME OF CONSTRUCTION WEIGHT: 70.3 LBS (W/O SOLAR SHIELD &FINGER GUARD) WEIGHT: 84.4 LBS (W/O SOLAR SHIELD & FINGER GUARD) 3 06/01/22 CLIENT COMMENTS WPK JWS 2 05/10/22 CLIENT COMMENTS jCM jWS GRAPHIC SC LE GRAPHIC SCALE 1 ANTENNA DETAILS (IN FEET) N.T.S. 2 RRH DETAILS (INFEET) N.T.S. REV DATE DESCRIPTION DRAWN CHECKED -- ---------- — ----- -- ----— -------- A BY NOTES: --- -- POST CAP (TYP) . GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS — RECOMMENDATIONS AND VERIZON STANDARDS. LU HEAVY DUTY 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. z GRIP-STRUT < '. e r � cWc T-0" WIDE 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. RECEIVED q I � J u "' 3.35" 8.98" OCT 'i.6113- 2023 a W �--WAVEGUIDE ----- -- -- -- --- - 7 o H Planning Board g 'r ON p w Z CROWN EACH — W YOR LICENSED PROFESSIONAL _ FOO'T'ING 2" A.F.G. NGINEER- LICENSE NUMBER: 095374-1 J j - — 0 T IS A VIOLATION OF LAW FOR ANY PERSON, LL. _ FINISHED_GRAD _ UNLESS THEY ARE ACTING UNDER THE DIRECTION 0 o�O o0 00 00 0o OF THE RESPONSIBLE LICENSED PROFESSIONAL OD 0 000 0 00 �o 000 0 �° @° ENGINEER, TO ALTER THIS DOCUMENT. 0 00000 0no00 — 0 <ITE INFORMATION ' 11 I—III I I II I �-- J M 1I 1 III— COMPACTED �— _` SITE NO: ALBERTSON MARINE � — SUBGRADE 0. �_ --- -- ® 61405 MAIN ROAD r_0" CONCRETE O Q — --- FOOTING (4,000 PSI) SOUTHOLD, NY 11971 SUFFOLK COUNTY NOTES: � O O O SITE TYPE: I. CABLE BRIDGE SHALL BE SITEPRO I GRIP STRUT TRANSMISSION LINE 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 FOR USE ONLY BY THE PARTY FOR WHOM THE 0 4. SNAP-IN HANGERS, SPLICE KITS, HINGE KITS, EXTENSION KITS, WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, STIFFENERS, AND OTHERS MISCELLANEOUS HARDWARE SHALL BE MANUFACTURER: RFS DISTRIBUTED ORRELIED PON FORTTEN ANY OT oR PURPOSE ZIMUTH Lij PROVIDED BY THE CONTRACTOR AS REQUIRED. ENGINEERING P.C., LLC. 0 5. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM NOTES: POWER SUPPLY: FD9R6004/1C-3L z BENDING RADIUS OF THE COAXIAL CABLE. DIMENSIONS: 4.b5"Hx8.98"Wx3.35"D S�HEE r T T- Q 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 - 1 _z AT TIME OF CONSTRUCTION. 0 ~ GRAPHIC SHEET NUMBER' NOT USED 4 CABLE BRIDGE DETAIL (IN FEET) N.T.S. 5 TRIPLEXER DETAIL (INFEET,LU 3 ! GRAPHIC SCALE N.T.S.N.T.V Z-14 -- Q ' NOTES: 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" 3. JUMPERS & CABLES NOT SHOWN FOR CLARITY �. J RECEIVED C'J 4. RRH S SHALL BE SPACED A MIN. OF 4 APART ON PROPOSED H-FRAME _ <\ c 0 OCT 1.6 2023 o GPS ANTENNA Southold Town0000(_11 (PROVIDED BY VERIZON WIRELESS Planning Board ;. INSTALLED BY CONTRACTOR) u Er I J Cry:as I N €.E I I"'4�r7, P C. S734o 0 0 0 _- O° PROPOSED RRH'S_ TYP OF 2 PER SECTOR, 6 TOTAL - _ - CABLE ENTRY O I ( ) �� O CN 1 1/2" O.D. x 3 -0 MAX GALV. TYPIT lieless SIS''( ) / STEEL MOUNTING PIPEC)1'�JT R - Communications Infrastructure Experts PROPOSED �� 0 0 = O - CABLE ENTRY HANDRAIL POST ��/ PROVIDE APPLICABLE r D N PIPE TO PIPE CLAMP \ Imo• [V - -- -- .M .- .....,_ - - _ 9EV O 1/2"0 GALV. U-BOLT ° - _ - ---- O -COAX GROUND KIT 90 L.R REVERSIBLE - - - - (TYP OF ) KITS �- - _ SOUTH (- _ -_ ,; CABLE BRIDGE POST/PIPE MAST MOUNTING _ �1° \ % GO \ COAX CABLE AS REQUIRED BY21 ' - °T ! �'l° ��j ° i , ANTENNA MANUFACTURER) •�. O O �,,. O �� GO O O 0 PROPOSED UNISTRUT END CAP \-6 AWG GROUND WIRE TO � w �� Gy6h �9 O I CADWELD ON POST OR LUG ON GROUND BAR 31.7" -- -- - 45.5" 34.611 PROPOSED P I OOOT °° j G '� �� 4 , ESOF016-ECA01 DC-AIR/DAC UNISTRUT (TYP) (CUT TO �� NOTES: ( ) LENGTH IN FIELD �� ES0F024-ECx01 CABINET o POWER EQUIPMENT �rPPOTECT YOUPSELF o v �� 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND O p\\\� ALL STATES REQUIRE NOTIFICATION OF HEIGHT: 72.0" HEIGHT: 72.0" (/%� ��9 0� �� CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF Ex°A AT°NG TO MFRS' °R ANY PERSON �� y PREPARING ANYWHERE DISTURB ANY STHE TATES „ �\ G/9 CC�✓, ;J ` A HEMISPHERE AROUND THE GPS ANTENNA. WIDTH: 31.7„ WIDTH: 32.0 �; Know .whaes below. Cal before you dig. DEPTH: 45.5" DEPTH: 34.6" 0 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FOR STATE sl'FCIFIC DIRECT PHONE NUMBERS 578 LBS (RECTIFIERS & APPROX. 690 LBS (RECTIFIERS �' FROM A MINIMUM OF (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE VISIT: wwW.CALL,9II COM WEIGHT: EQUIPMENT EXCLUDED) WEIGHT: & EQUIPMENT EXCLUDED) FINAL LOCATION OF GPS ANTENNA SCALE jRAWN BY: CHECkED B, AS SHOWN WAS JKM 10 08/30/23 REVISED PER COMMENTS JCM JWS 9 06/15/23 REVISED PER COMMENTS JRF JWs 8 05/18/23 REVISED PER COMMENTS JCM JWS 1 EQUIPMENT CABINET DETAIL GRAPHIC SCALE GRAPHIC SCALE 3 GPS ANTENNA NTS JRF JWS (IN FEET, N.T.S. 2 RRH MOUNTING DETAIL (IN FEET) N.T.S. GRAPHIC SCALE (IN FEET) 7 05/05/23 REVISED PER COMMENTS 6 04/13/23 REVISED PER COMMENTS JRF JWS NOTES: 5 1 01/03/23 CLEINT COMMENTS JCM JWS 4 12/14/22 CLIENT COMMENTS WPK JWS 1. GROUND EQUIPMENT AND MOUNTS PER MANUFACTURERS 3 06/01/22 CLIENT COMMENTS WPK i JW S RECOMMENDATIONS AND VERIZON STANDARDS. CLIENT COMMENTS JCM JWS1.0 GENERAL 2 05/10/22 1.1,AL METERIC DIMENSIONS ARE IN BRACKET _ _Ecx_ _ ofsekienu, x cAre 2.0 DESIGN NOTE A jawcm-0-ri WNAIRECEASg I EA 1 116113118 j DRAWN CHECKED 2.1 PIPE SIZE RANGE.4,5'.6.0-OD j 22 ANTENNA h1ODELSSHOWN-COMMSCOPE PART#SBJAHH-1D659-DL 2. MOUNT EQUIPMENT PER MANUFACTURERS RACOMMENDATIONS. LREV I DATE E CRIPTION BY BY PROPOSED UNISTRUT 3"0 MANUFACTURINGISPECIALREOUIRMENTS QiPE SH a 5,0 PACKAGING PIPE SHOWN FOR REFERENCE END CAP p; (0a.5"-06.0°> D i 3. CONFIRM REQUIRED EQUIPMENT WITH LATEST RFDS. i z 0 HIDDEN IN DETAIL A PROPOSED 1/2" HILTI HIT-HY i ` ' A` 70 ANCHOR W/ 3.5" MIN. 1 ' EMBEDMENT (TYP) O aJ7r c 6EON CI C N W YORK CENSED PROFESSIONAL \ i APPLY TORQUE 0 n ENGINEER 10ENSE NUMBER:095374-1 PROPOSED ELECTRICAL PANEL i 15-23 FT-LBS DETAILA LJ I SCALE 1;4 00 -(MOUNT PER MANUFACTURERS ANTENNA SHOWN FOR �i IT IS A VIOLATION OF LAW FOR ANY PERSON, RECOMMENDATIONS) REFERENCE C UNLESS THEY ARE ACTING JNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL_ ENGINEER, TO ALTER THIS DOCUMENT. O O { I 51TE INEOr� VATION : • I e SITE NO: ALBERTSON MARINE j O O O O O 61405 MAIN ROAD e et i ` -�---' SOUTHOLD, NY 11971 SUFFOLK COUNTY (I / COMMSCOPE,INC.OF NORTH CAROLINA I SIDE VIEW FRONT VIEW SITE TYPE: TOLEF.ANCES SAP MATERIALMASTER -oF150'-0" CONCEALMENT POLE tACE xx 0.25 2PLACE xxx 0"06 MTC37319 1 PLACE ,x 1 0.12 ANGLES S 2' FMSH MATERIAL 1rEM PARTNO. DESCRIPTION CITY. WEIGHT NOTE NO. CALVA123 A10111AIC18GR36 i DIPLEXER 1 MTC373108 I WELDMENT,NON AZIMUTH ANT MOUNT 4 4.98 LBS PROPOSED TELCO BOX 2 MTC373102 ANTENNA MOUNT BRACKET 6 1.05 LBS NALFE DATE TITLE COPYRIGHT©2023,AZIDILTTH ENGINEERING P.C.,LLC ALL 3 GB-03125 3J8"X 1-114"GALV BOLT KIT 12 0.06 LBS 9 E NON STD AZIMUTH ANTENNA MOUNT i MANUFACTURER: RFS RIGHTS RESERVED \ (MOUNT PER MANUFACTURERS A 4 GWE-03 3J8"GALV FLAT WASHER 24 0.01 LBSIv Rw A a THIS DRAWINC AND ALL THE INFORMATION CONTAINED HEREIN IS D 5 GB-03225 318"X2.114'GALVBOLT KIT 8 009 LBS DENSITY 02s INAI AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE O RECOMMENDATIONS 1 RV PI MASS 93" k:a. c AD Uh�NT NO POWER SUPPLY: FD9R6004/IC-3L WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS YCx.UTAE 9.3E 4t h' DRAWINr. MAY NOT BE COPIED, REUSED, DISCLOSED, ��n RE SCia1.EDCCi SURrACE AREA w 3"t ECN 00 00031047 1.6 MTG37319 „ „�, „ DISTRIPUTED OR RELIED UPON FOB ANY OTHER PURPOSE W I HEIGHT SIZE WORKAREA 24 MorEL CRAlMIN3 DIMENSIONS: 5.8 Hx6.5 WxI.S D WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH I e�Er ' EN;INEFRING P.C., LLC. UNISTRUT TYP CUT TO _ _.._ _ _ _ _ _.v _ 3 . _ d _. - .._ __2__ �__ � � _ _ ._ ..._ �______m__ l _.____.__ __`_. 3 NOTES: WEIGHT: 2.6 LBS PROPOSED P I OOOT c 2otBContns vEAsxx STAT° REv+soN vERs+cx STATUS REVsm cue,Inc. WIDTH DO RE A M RE A 10. 2 L (TYP) ( _-_-- l .....,.._._...__.__.--__...._.------_._.__. SHED 111LE: z LENGTH IN FIELD < I. DIPLEXER MODELS SUBJECT TO EQUIPMENT DETAILS - 2 5 CHANGE BASED UPON AVAILABILITY T AT TIME OF CONSTRUCTION. r r7- SHEET , vBCP: m 4 ELECTRIC / TELCO RACK DETAIL GI(INFEETALE N.T.S. 5 ANTENNA MOUNT DETAIL G�INFEETALE N.T.S. 6 DIPLEXER DETAIL GRAPHIC EETALE N.T.S. Z-15 Q Rr ;,. dingle section Multiple Arrays i-rerlt er-ici+ N pTp LED INDICATORS us,Blind Mlnkst us,and activity on PoE supply anrnis ! # as Itnt4,9 ,05C z h a .dict t NETWORKMANAGEM NT k°rt farad ni- rsd €Rtlrlbill f, i1AN ° Wldsiwb d S (Allowable rr anis r atetl trtdtvrdua!country re eros (XJ 8A4040-57 2 x 3dBd orrtnps with saparat®feeds X30-420gflHz f I _�,.�._.�„_.n..�._ , .., ..�. .�.�.., ..�,.m......... mon bonds are i here) SWEM MANAGEMENT IPVf�4dualsta& mentsuppaatt BA4040 7 2 x 3dr3d omnis wptfr separate feeds 400w520MHz I 4.940-4 03{}taHZ Pr hEb Sat P) Web acrosvlebrowsa tr HTTPot NTF r: , . +;' r;,,i -5.25 ShffPviu2e tidv. IMBii$r tie Eihpticel ih l e 3 d taryPIPMIS s R T 5:25-5ZGHZ x,,a a�., ,w, _ art 4.0/5Pd bt htgfi�' a i i with rte teed 42OMHz r7 5:470 5.725G41Z Cambium .(,Y _ iaKt rzri kY.kind tre�flc or netvrcirk operation) r ., >..•�^ � � �; EA4040 57 2 x 5oI3d elf ptia;a s w t separate S 330- � _ ,u m m—� M ! , r•,�.,a" �'Gltine",itl�r'triiCn dttdly*t(±3rr 1 p� 1400-52011w .>.•; d I A4b40 Ei7 2 x SdBd eAtptpa els with separate feeds iIISTAI i ATION 8u In ado grid ill assistance rm i o tI Iza v .., _ S:B25 64506HZ grafi pin floor ,. _..__..._,.._..._.____. .,,.,:�,� .._�a..,. �„�w��,.,w.� .,..,.�~�, �w� .�,. ...�,.., ,,,., �. �,��. ..W..«<.,.�.,.�� n.w,.u, ,.,.www _.�...m _. Offset Sections t3?r+stECT#2N Orsa€€ betai� Rositdtaortanitrf t r r � r �� ,.._ 5'10.15.20.�#9, 45 MW eha€rtrds Lrtr t�y tretrk csreat�a.np ta33f3 feet tt6Q stteless�usxg cave~�,rtt s t k` Dia - r ,. � s OA2020 i 2x soled 40052fiMHz l Zxest readoni I t€o0yrepula ns Ethernet '�apto9B feet 1 4Qhers}cAn eachl ti flfaerinterface _ #g , TRA EF WJOI CY b z maxi nr *: rsi"P 6 lt�rteDr .�_�.... _,_. Q{ CSECECTION SlsedTum0 €t�a�ner manual ve ESiMEWONS # 1 archaic(foci): Dual section combination Dipole Arra , � � � attmadcseiectkznonstaot-up endccr€o#Irtua§selr�oprbrti auoddlrA �1rriHr371mm�id.fi"}„Haaptit37hrrmt,61 abOhm ,Z""j tonnorrted ODU; _.-- MAXIMUM T�MIT P kip to ZZ to atBPSK:up to 25 n at OAM Width 204 O a ,=tet. � C r -�_ _ th Rrartt0 s,iietlrll3t3i6rotl125} gdt99tntnt3S ttWAVMM z ; 4 �, I�GAIN I r�tl ar 9fi4 dl9 with 20�cf atxi rated dei varrktr watt#rrtrrdulatar€t a el rtes and etI#e#rn _.�-_. amnia r v p 9 �ntenrta dap EIIW ' . I "�.'�-�....:_ in# tat2til Olaf 4,l (8.55 t €tcS€tdtrrH ia€etltet .�A4 orn_ Consect ,Varieswitho modulation mo acrd antenna tyle mni with s, to 0.420MHa ,, _~_ ... Cairredorized00U,33 &,Bbs Ind bracket „ry BA4040.571: �x 3dBd o s h s para feeds 3s � t ,�,_..�..�,,�_ .,.�.,..��.w�....._. ,.� r itECEs4rE SENSITIVITY -98 6Brn otic!#5 N#Hz ntlr4 �5 ”on �' �y 3 _ T � `� I OW �:S �.�- , . .„ ,: . :.,... ... - ,, r'L'lilt NG ITi ! :. t3A8057L 9x�dBdomnt �80420MHz :. , ; ._..�__._..��.�w�: ,_�..�,.�_.�,.�..... �.. �...,..�.._�..�.,...w.�...,.��....._.w�...��,�._.....w�.�.��..u. _..w.�..�_�.w.,_M,�_�,.W.n._._.�_.,.�..,.w.�.��.__�.�..�.- I t At�P -#b"ta� i4lt`"F�+tgr'h€*IrO"C r�ttdtn stai,arracuat r.•' - - Wireless Co nrrunicaons InfrastrErcture Experts .-. # p .t,.0 , y.�n,.: , MtXiUkATtt'�i t`Eft CORRECTION Ftrs#Poeump Ariap#iuo Ir#odettori t3 modulation A FEE rotlrn 9euats€a to fttrtti BPSK ttt35rr0AFt rtkrai feted hSIMO E3A41y40.87L 2x3dBdcamntswlthsaparatefaed 400-52'OMHz , R„� p � 0 payload IJIISIV`r''iERIN"ITtfil5i0NPRC>t`ECTtbt# IPf�ans#IP67 �y AGE 0.6 SCHEtAE Time Dautdoat reek(TIft3} .. BA80 674 t x BdE3d Ottlrir 400 520MHz Vt#iINO SiRViYS1E. Z(lt7 r>sr t22 kph 7rrla or Pined# t,/receive dun ire EllipticalSectIons, i 4 tNregulation, 7� tpu tyf3reratr€rt#aM€aaVs parata#t rnrt rag ve Auc aesavt aElrirrc POWER SUPPLY t ooptic EA4 4 2 dEl elll goalswithhse feeds 0-42OMHz Opti TODsVocironitatirxruftPTP-SYNC ACprr rInjector:32°hr`104`Fi 0°4Vii°Q35;dd,90-240th„5I1t'S0 Nz 0 {1.57L x 5 d p para'ie 3� ._.y..�.�� _�..,�.�..�,.�.d.._.:....w.�.�..,_.�� ., moom ` ANTENNA Int rI Fie# anel-23 dEABp 57L 1 x 9¢lBd ells ttcel 330 424MH p O p i AC OC over Int for SIO°to i$O F 4tf#e€+&Om .7tt thf 2$Q V #o p � � .911 AC.SLIf60Catlanecttlldzer�Can iiri#taseledlonorsep pt�d#assdsfingle attddstei�polaritya ihroi,�iZxNkype a ,. ,�1. Orme$lo .Width .75 uteri), id 1,5 ( min),tib 3”"(80 trim)EA4040-67l. 2x5d�deiipttcaiswdhseparattsfeecls 400520MHz caaaae�o+IuLr ;Aatttsasstitru3dt�titri:lted ober#u EA80 B7L 1 x JefBd elliptical 400-520MHz P05UVEItCOt tlMftTt kll t itnum(apto70V WWI oviceon ierypart) ,a RANGE Up t092A tulles(204 kttt) Offset SectionsENVIRONMENTAL&REGULATORY SECURITY RPS-197wripliant1251255•bkAESEocr (e lrrt10r9 OA20 0-67L 2 x SdBd offsets with separate feeds 400-52OMHa HTTPS endSNMPv3° T` 2 p PR 60N AFAa i3Lfi05150�int -L° 5D-t,t;SA* Z N0.609'aOMi,CS _ _ _ — Identity-basedtisataunts QA<i0-67L "f x f#dBd offset 400-520P�dHz ItAI)t0 4r96it�IAC P,�t90Yy,R', 'ei Sx GHz:FCC Part i5,sub-pates l5CaM 15E i ZM Issue t,Lserautla�tionandt2AfiMttSsrtirpoot above are k�rer sections ra#'t include�through f4arnlMSe lei ccanta our of a section. £N 302 •Eft 309893 Eire (et caval to IR2Y707 IY 0 y 1 Event err aridiorar; etrtlent•0 ti i 502, OT/79R#, M vis .. ,.. .�...�,a.w�_..w�•,��ry Select your upper sttcarl irorrl our range Of standard UHF Arrays. Disaster rerr€1 vaiaiot° management yI Ftnope_FN 301 ars3 4 _ when orda�rlr#r� dual section cosrTilaln array ...� ._.�, y you will need to order its follows: 1. ,Specify your lower Section from the list a eg:B L PLUS Pi�faToryt _ _ IME802.3 _ , Specify your single upper section from our r tali standard UHF arrays LISERDATA THROUGHPUT � tl� Dynandiwily riahi"e up s c Maxi€�middions-20,45 Mit Char ol',256 0AM i I2 tiatnry conditions for RF bands should confirmed prier to system purchase,All bands use the same hardware. FkAbie spectral a ncy/cataal t li model individual bends and channel widths available pelXlfrlq local reOtaletory approvals and region cods licenses. Combination Collinear and Dipole Arrays Ltiet acity:Upha92SMbris � ` c0 Mid .Up 10250 Mops Gain,rnaximu power and e radiated power may vary lamed rare re u domain and region code licam k _ Ftdl Catdt t t0 ipa Web access v tl l i�SjTiS is avaitattle sari AES enabled radios. w Alsoavalat*With bcer lir tiI ouminairn dor l bandwilth rizo +t)mrri s 8X40.67 9 x 3dw Omni 4OD-520MHz LATENCY 9 stns vetkxal�enty BX4040-67 2x3dBdornttiswith separate feaads 4t)b•520Mt1z 4i+sS OtZtteuc� BX80-67 1 x 6dEd ornni 400.52OMHz _ .��.��.._._._.., .� RECEIVED � PAfrNET CL4SStTlG4TiON Layer l and iaYer 3 IEEE 802,�f,t4r'L�Ethernr!t priority Elliptical Sections EX40.67 t x SdEid elliptical _ 400-620MHz PORT Synchronous ifs IE IM2 � OCT �;� 2023 EX4040.87 2x5dEldellipticslswith separate'leads 400.52OMHz PROTECT YOURSELF -. _... ,_.-,-_._.T,_.,-,•__—__;-,._._ �_.�. : F #�kSUPPORT dI 7C tr 123e4 a }iY 'S Shcat Q TO�%n ALL STATES REQUIRE NOTIFICATION of 'I x 9dBd elliptical 41,0.520MHY - - p t © ExPREPARIN CAVATORS,TOIGNERS, OR DISTURB THANEARTH'S PERSON I. y, Offset+SezV0'ri$ FLFYIOLE1/0 2xtagab3t E#31Arrset�pU�s”. Planning Board � SURFACE ANYWHERE IN ANY STATE. Know what's below. t hlt Port t caeca+P power input DX2Q2Q 67 2>r adBd offsets with separate feeds 40D.52.OMWz ambit�srt 2:0023W POE stultruttom## " _66467 1 x9d8doffset 400.52OMHz SPP sirfie-modeflbeo.mulfi-mode# ;aralopper toptionsa+ is ) Call before you dig. TVHTDMS( 012T axWiTDM(NetworkIndoor U0I ) FOR STATE SPECIFIC DIRECT PHONE NUMBERS cG These lower sections are for use With COL series l inears, They are provided Varttl`1 a rough harness to connect your choice of G:fi23-rtamp rt toning VISIT: WWW.CALL81 I.COM R, COLS(UHF),COLI5(VHF)or COL17(VHF}collie rs. RC pzr mpuit ibis aai#i A#:+G)C Power Iiriettrm nrutx"t) WE'#LATENCY(ONE RY) Ito 3msty0caldepetxlb tmsrange.b modulation tmrteatdnumberofTi/El ports;accur T110iatencyfigurescan be 'CALE: DRAWN BY: C_HEr,'KED BY �. When oa ring a combination collinear and dipole array you will need to order as follows: deterrnritor arty Ven crIi the Cani#"mi PTP l IiiKPlanner . 1. Specify your lower bion from the list above eg:l (80-67 PLUS AS SHOWN WAS J KM . Specify your COL collinear either C01-15, 7L17 or OL8 eg:COL8(and remember too specify frequency) 10 08/30/23 REVISED PER COMMENTS JCM JWS cr 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 1 350-520 MHz UHF ARRAY CONFIGURATOR DETAIL 2 PTP 650 FIRE DISTRICT EQUIPMENT DETAIL 6 04/13/23 REVISED PER COMMENTS JRF JWS 5 01/03/23 CLEINT COMMENTS JCM JWS 4 12/14/22 CLIENT COMMENTS WPK JWS aN... 3 06/01/22 CLIENT COMMENTS WPK JWS r ;� s, 2 05/10/22 CLIENT COMMENTS CM WS # ranoa 1 1 �� REV DATE DESCRIPTION DRAWN CHECKED ire al r Weight Height BY BY 205 Lbs,assembled 77.98x" ' 275 Lbs.shipping Weight '1+1r"idth Doors - 25,625x" A 2,secured by three point locking system Do, th Locks iia etfs r supplied padlocks racking specifications r x Material lltfi»g7 "aluminum filled galsl Useable depth s OF ,125"`Alu riffle ��c, 1 ypes available Finish:Painted crieam NEI�A �%le�3S I#Ilwl�lA ,� ~°°�:• �r W1' FIF properties:Non^ferrous NEMA (Ye ), (closed a/c),NEMA dlt '1x.41 it+� . 80 brrrtfilant louvers per dent l�rsll9t't"ea#eel 1000 Hour salt spray � 14 top louvers-�In top criteer" � y 6r' unil6rAltimishi+aldfD s 1t�flFlourirnerslnn 537 T� * One removable filter parcel per d , r 14 fixed filter'pads in top cover o et11r� t�,., JE ' CON Heiglhll Handles NE YORK CENSED PROFESSIONAL r Zinc,padlocking Width ENGINEER- ICENSE NUMBER:095374-1 RwAing 19xr r Rall IT IS A VIOLATION OF LAW FOR ANY PERSON, Two sets 191"Poll Standard t do'Cabinet Dimensions UNLESS THEY ARE ACTING UNDER THE DIRECTION �radditional r lss> accessories) Mean BodySOF THE RESPONSIBLE AL LICENSED PROFESSIONAL ., ,f Alodine coated Helght:78x23" ENGINEER, TO ALTER THIS DOCUMENT. w m Holes tapped for 10-32 threads Width:25.5" F °xiet IIr;I Ip s,'rl illlitf _ Each rail supported by three -STflUT TM Depth:34" ��IIT ,=— ! I�if 0F� N1 /� 1IC�I�Io c AlUmishleld SITE NO: ALBERTSON MARINE ,1'25"Material Alerrttiflt�xtl� spacing Clang down height:1.71 19"or 23"`Hacking available Width:28,46" ,rUseable Height depth:36.57 11 tl�aile racking height has been revised Handles 61405 MAIN ROAD to only fit in the opening of the door Jain - Protrude 2.2" i which Is cabinet height minus 4.25'" Total Space Occupied SOUTHOLD, NY 11971 � � Maximum: tr" Height:78.855" lumber of rack units per rail seer 42 Width:28,46x" SUFFOLK COUNTY N Tota!number Elft-Up tri "� Depth:37.75"" U"able Depth ' r imum:30.5" Minimum,28.75" SITE TYPE: 150'-0" CONCEALMENT POLE 5 Z 1 COPYRIGHT©2023,AZIMUTH ENGINEERING P.C. LLC ALL Tea : 71 ",71" 76.23' p',Y.yk1 � ` f'"C aT''"��" r RIGHTS RESERVED : u"`. r ' 4 """R?,", �Y Y` a,�z!` THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS 18 k x t AErr `a AUTHORIZED FOR USE ONLI' BY THE PARTY FOR WHOM THE s s E ,? H; 1# < * ' ` F` ' WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS o 7A� T <S7 , DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, m DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE tit8r' ,! ;,r"}' ;) �"?. 0T F WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH W ° r r ENGINEERING P C �'ar r r7 ,,,., ,�. r r N s A�� x ,.: .. 4� Front and lid� rails allow some LLJz4 SHEET TILE: equipment to rack both directions providing Salto e nn �'.�, �, s,2 � � � : to 84 HD Y.r FIRE DISTRICT EQUIPMENT, I Z 0 SHEFT NUMBER: Z-16 M 3 OD-78DDC FIRE DISTRICT OUTDOOR ENCLOSURE DETAIL 4 NOT USED 5 NOT USED Q EL o 'Y ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTES: 1 MTC79020808.01 8' CENTER CHANNEL 4 86.28 LBS N 1.0 ALL METRIC DIMENSIONS ARE IN BRACKETS. 2 MTC79021010.01 10' SIDE CHANNEL 2 113.57 LBS 0 3 MTC7902.03 CHANNEL ADAPTER ANGLE 8 7.07 LBS $ 4 MTC 79020810.01 24" X 120" BAR GRATING 4 142.72 LBS C 00 5 GB-05205 5/8" X 2" GALV BOLT KIT 32 0.07 LBS 6 5 2 10 6 GWF-05 5/6" GALV FLAT WASHER 64 0.01 LBS f' 6 i, 7 GCM03 GRATING CLIP 32 E r�b" ^4 :- !r =a _. 15 17 P=: � E, it� l� ilC' I 5 0 10'-0" [3048] DETAIL A, 3 6 4_ A DETAIL ALL CORNERS SCALE 1:4 ELITn ERS „T Wireless Communications Infrastructure Experts 9DETAIL E 00 SCALE 1:4 11 _ 4 12 ' 1 R' e 5 7 iTHOLD. • e + s • s , 6 • DETAIL C 6 2 SCALE 1:4 s . . ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTE NO. • + ' 1 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 • 1 3 GB-05205 5/8"X 2"GALV BOLT KIT 28 0.26 LBS 11 . s m 0 4 GWF-03 3/8"GALV FLAT WASHER 14 0.01 LBS a e 5 GWF-05 5/8"GALV FLAT WASHER 28 0.06 LBS 6 MTC396620 POST, HANDRAIL 14 9.96 LBS 14 7 MTC3979HR11 HANDRAIL,HORIZONTAL 4 16.60 LBS PPOTECT YOURSELF ALL STATES REouaE NcnTI OF 8 MTC3979HR12 HANDRAIL,HORIZONTAL 2 21.11 LBS o EXCAVATORS, DESIGh1FR S, OR ANY ANY PERSON EXERSS ON 9 MTC3979HR13 HANDRAIL, HORIZONTAL 2 6.51 LBS PsURFAICE A°"WHEREINTHE Y STATE' 10 MTC3979HR14 HANDRAIL,HORIZONTAL 2 5.44 LBS Knowwhat'sbelow. 11 MTC3979HR15 PLATE, HANDRAIL TOEBOARD 2 16,52 LBS Cal before you dig. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 MTC3979HR16 PLATE, HANDRAIL TOEBOARD 1 20.83 LBS FOR STATE SPECIFIC DIRECT PHONE NUMEERS 0 0 0 0 0 0 0 0 9.0 [228"6� 0 0 0 0 0 0 0 0 13 MTC3979HR17 PLATE,HANDRAIL TOEBOARD 1 6.45 LBS VISIT: WWW.CALL811.COM 14 MTC3979HR18 PLATE, HANDRAIL TD 1 5.37 LBS RECEIVED 15 MTC3979HR19 ANGLE BRKT, HANDRAILNDRAIL 12 0.32 LBS �,_ALL: uF<Aw>J e r: -HE( hEu B): 16 ITS1220 12-24 X 2"SELF DRILLING SCREW 16 0.03 LBS AS SHOWN WAS JKM 17 ITS1275 TEK SCREW #12 X 3/4,WITH NEOPRENE WASHER 48 0.02 LBS OCT IG 2023 OC-4,11,^11tj Town 10 08/30/23 REVISED PER COMMENTS JCM JWS Planning Board 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 1 EQUIPMENT PLATFORM_ DETAIL (COMMSCOPE PART #EQ-P0810-B AD A) 2 EQUIPMENT PLATFORM HANDRAIL DETAIL (COMMSCOPE PART #MTC3979HR AD A) 6 04/13/23 REVISED PER COMMENTS JRF JWS NOTE: 5 01/03/23 CLEINT COMMENTS JCM JWS 4 12/14/22 CLIENT COMMENTS WPK JWS FINAL DESIGN OF PIERS TO BE CONFIRMED 3 06/01/22 CLIENT COMMENTS WPK JWS ITEM NO. PART NUMBER DESCRIPTION QTY FOR MTC4045HF65 QTY FOR MTC4045HF55 ONCE ELITE HAS PERFORMED A 2 05/10/22 CLIENT COMMENTS JCM JWS GEOTECHNICAL BORING AND PROVIDED REV DATE DESCRIPTION DRAWN CHECKED BY BY 1 GB-05345 5/8"X 3.1/2"GALV BOLT KIT 8 8 A REPORT. z w 2 GUB-4355 1/2"X 3-5/8" X 5"GALV U-BOLT 10 10 3 GWF-05 5/8"GALV FLAT WASHER, 1.70D 8 8 4 MT50460 SQ. SUPPORT RAIL, 1-5/8 X 60 LONG 5 5 Z wj' �- " PROPOSED PREFABRICATED 11- NOTES: 1.0 GENERAL 5 MTC4045-01 WELDMENT,6'PIPE 2 2 EA MTC4045-02 EQUIPMENT PLATFORM O 1.1 ALL METRIC DIMENSIONS ARE IN BRACKETS „ PROPOSED (SEE DETAIL 1) 1.2 FOR LATENTS,SEE WWW.CS-PAT.COM fi MTG4045-12 BASE PLATE,3 PIPE 2 2 M O 't= 2.0 DESIGN NOTES BASE PLATE I- SY 3.0 MANUFACTURING/SPECIAL URING/SPECIAL REQUIREMENTS 7 PC-034 PIPE CAP 3-1/2" 2 24.0 TEST 50 PACKAGING PTCR01 END CAP 10 10 rt- - m �� `Uy37 0 60 0 0 I _ �- --- --- _ ~ M r McK N �-• [1524] -- -----►-� 7 �- -- _. - 1 PROPOSED ` N&W YO LICENSED PROFESSIONAL - ----- --- -50.0[1270] - --- - - +m-� `� 5(��J 2 4 !�HSS4X4X3/8 COLUMN PROPOSED UTILITY H-FRAME ENGINE�F - LICENSE NUMBER:095374-I � _ �-/--(SEE DETAIL 3) T Is A vIOLATIort of LAw EOR A, PERsoN, UNLESS THEY ARE ACTING UNDER THE DIRECTIOPI OOF THE RESPOI ISIBLE LICENSED PROFESSIONAL �- -1 PROPOSED ENGINEER, TO ALTER THIS DOCUMENT. `Y' 10"X 10"X3/8" I-1/2" /4�� 14.0[356; TYP °° ° ° / BASE PLATE TYP ° SITE kf F OPMATION . aaaaaaaaaaaaaooaaaaaao ° a � GRADE LEVEL ° /-GRADE LEVEL SITE NO: ALBERTSON MARINE 1 ° �o a PROPOSED _ PROPOSED 5/8" A6 IS -HSS4X4X3/8 4 61405 ROAD COLUMNANCHOR BOLT . . 5'0R6' °° °°°° a EMBEDED 1'-6" IN PIER PROPOSED 44 SOUTHOLD, NY 11971 AVAILABLE: ° - - (TYP.) I 0"X I 0"X3/8° SUFFOLK COUNTY BASE PLATE - a \_PROPOSED PLAIN CONCRETE PIER o aaaaaaaaoaaaaaaaaaaaaa ° M a �� a SITE TYPE: a° \ (4,000 PSI CONCRETE) a d \ PROPOSED PLAIN CONCRETE PIER 150'-0" CONCEALMENT POLE 3 1 a (4,000 PSI CONCRETE) a PROPOSED a 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0"X I 0"X3/8" PLATE COPYRIGHT©2023,AZIMUTH ENGINEERING P.C.,LLC ALL ° RIGHTS RESERVED 'HIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIPJ IS AUTHORIZED FOR USE OIJLY BY THE PARTY FOR WHOM THE O" WORD WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE > 1 3 8.0[203; 6 WITHOUT THE EXPRESS WRITTEN CONSENT OF AZIMUTH ENGINEERING P.C., LLC. CY N SHEET TITLE: LL z FIRE DISTRICT EQUIPMENT- 2 0 SHEET IlIJMIJLR: m 3 UTILITY HTRAME DETAIL (COMMSCOPE PART #MTC4045HF) 4 EQUIPMENT PLATFORM CONCRETE PIER DETAIL 4 UTILITY H-FRAME CONCRETE PIER DETAIL Z-17 J Q - CL N NOTES TO USERS LONG LEGEND This map is for use in administering the National Flood Insurance Program. It ISLAND ZONE VE does not necessarily identify all areas subject to flooding, particularly from local ZONE X ZONE X ZONE X (EL e) SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION 72°22'30" o drainage sources of small size, The community map repository should be SOUND ZONE X 1430000 FT BY THE 1%ANNUAL CHANCE FLOOD C\J 41°05'37.5" consulted for possible updated or additional flood hazard information, JOINS PANEL 0157 M The 1%annual flood(100-year flood),also known as the base flood,is the flood that has a 1% 0 72°24'22.5" 1425000 FT a", „ ^; 9; :• E., , .�, /f(N � chance of being equaled or exceeded in an given year. The ,f, , Y 9 Y Special Flood Hazard Area is the Iv Elevations 41 0s37.s R r .. ° To obtain more detailed information In areas where Base Flood a ,a o area subject to flooding by the.i/0 annual chance flood. Areas of Special.Flood Hazard include use s are encouraged t0 COnSUIt . t ,, Zones.P, AE AH AO A A99 V and VE. The Base Flood Elevation i5 the water-. ., (BEES)and/or floodways have been determined, r g r � ,. c , . , R surface o _ ZONE VE k .•,• - ZONE X - '. »•+-:. � : �-- �' elevation of the.1%annual chance flood. - a Data and/or Summa of Stillwater Elevations � ., "• . -� - =a _, ::� " the Flood Profiles and Floodw y Summary (EL 16) t� �; ,> x � , ecom antes fr ZONE X h Insurance Study FI report that a �., . , .... tables contained within the Flood In S S p , , � ,, , ZQ i , z _ .. ZONE A No Ba I I CORPORATE LIMITS ARE NEAE , , , '.I , se F cod Elevations determined. represent - ., LIMIT OE MODEIZ4TE .,. �, �,. , that BFEs shown on the FIRM ,_ _., this FIRM. Users should be aware w� � ,„. � ..,.,. . -- COINCIDENT WITH SHORELINE t . WAVE ACTION �,. .�, i rounded whole-foot elevations. These BFEs are Intended for flood insurance .G. , • .. � �v,,, ,. zoNEAE ase Rood Elevations determined. not be used a the sole source of flood � satin, purposes only and should o s u „�, f � *. .. , . , g P p Y v �,,.. ,�`.. u., , k. ",; ZONE Flood depths of 1 in 3 feet (usually areas of ponding), Base Flood t �. ; ... _ information- Accordingly, flood elevation data resented m the FIS �• ' �`,-,, ,. a ;, �,' •,. , , elevation i on P ZONE •. , , , „•, ZONE VE Elevations determined. ZONE AE w -ZQNE X ZONE X -..: EL 1 , 0 report should be utilized in conjunction with the FIRM for purposes of � f r p J p P > construction and/or floodplain management. •., i I � „:, ZONE AO Flood depths of 1 to 3 feet(usually sheet flow on sloping terrain), average�•r :#'„ X' ZONEX depths determined. For areas of alluvafan flooding, velocitiesal so determined -- _ _ n Coastal Base Flood Elevattorts (BFEs) shown on this map apply only 1 � s - •r _ ZONE AR Special Flood Hazard Area former) protected from the 1%annual chance C r o secs of this EL 9 A landward of 0.0 North American Vertical Data f 1988 (NAND 88). U ( ) 3, ,£ �.� flood a flood controls tem that was sub<e uerRl decertified. Zone AR , • ��,,�,.. , , , by Ys q Y coastal flood elevations are also provided In the t. „ ,ar; Indicates that the former fl control system is r i FIRM should. be aware that p F3,i IL , ,�, - ood ys be ng estored to provde f . . c protectionfromtheiiannLalchanceor reaterflO0d . „Summary of Stillwater Elevations and Transect Data tables In the Flood Insurance ZONEAESLP Study report for this jurisdiction. Elevations shown In the Summary of Stillwater (EL 8) ZONE Area to be protected from i% annual chance flood b a Federal flood il�2121_!unrcafic,ns Infrastructure Experts Elevations and Transect Data tables should be used for construction and/or E) _ . . I II� ` • protection system under construction; no Base Flood Elevationsfloori lain management purposes when they are higher than the elevations shown 5 52000„N determined. .. on this FIRM: ” ZONE V Coastal flood zoite with velocity hazard waw action• no Base Flood ,". .. . . . .» R.�wa. ".' , ` �.:., Bes t' rrrii ( ), w: " ,...:, 0 .�, aronsBete rted. .,N.•_, computed at cross sections and. interpolated ZO .<� �`` , x=•"� • a Boundaries of the floodways were p p NE AE � . , ,^:?;,,rt .1 ` _ qo� a considerations , ZONEVE Coastal flood zone with velocitY. hazard (waw action), ease Floodbetween cross sections, The floodwa s were based on hydraulic rri with regard to requirements of the National Flood Insurance Program. Flaodway 340000 FT <,��.;, ,; k� Elevations determined. ZONE K RTso pLBE Wld s and other pertinent floodway data are provided in the Flood Insurance Zt, FLOODWAY AREAS IN ZONE AE Study report for this Jurisdiction. opo �" '(" �- m� ESTABLISHED li-1'6-'1990 �` '` `� The flcodway is the channel of a stream jus an adjacent floodplan areas that must be kept free G..OPO ,"''f "" P Y J pl P B .� ., of eicroachment so that the 1°� n h n 7n without ,, annual chance flood ca be carded thout increases Certain areas not in Special Flood Hazard Areas may be protected by flood � �'� � "`� ` •ZONE,UE „ t A )�. _ �,, .." m flood heights. control structures. Refer to Section 2:4 "Flood Protection Measures of the - t t • �nZUNE X �- - `. OTHER FLOOD AREAS Flood Insurance Stud report for Information an flood control structures for this , 1tM, _Y p - � , , =�:.; e, his F jurisdiction. :, ZONE AE 0 1 _ •: F ." ZONE X Areas of 0.2/o annual chance flood; areas of 1% annual chance flood with , average depths of less than 1 foot or with drainage areas less than ,,, : .,. The projection used in the preparation of this ma was New York State Plan , p I P p p w� •. D RAT i square mile,and areas protected by levees from 1/°annual chance flood. FIP13ZONE 3104. The horizontal datum was NAD 83 p GRS80 spheroid. e fy: w LM 0 MO E E $, . _, . r.•'�`fy.,., ZONE X WAVE ACTION Differences in datum, spheroid, projection or State Plane zones used In the OTHER AREAS r production of FIRMS for adjacent jurisdictions may result in slight positional .: _ ZONE X Areas determined to be outside the 0.2%annual chance floodplain. es across jurisdiction boundaries. These differences do differences m map features J G F not affeot the accuracy of this FIRM. }' " eqy. ZONE D Areas in which flood hazards are undetermined,but possible. �. 1' m ZONE X t#,r� L , s -,- . his ma are referenced to the North American Vertical Datum a F COASTAL BARRIER RESOURCES SYSTEM(CBRS)AREAS Flocd elevations on t p N a ' ,. -, Ro. � qa ,-: ',''' ZONE UE + of 1988- These flood elevations must be compared to structure and ground SOUIt]lO1C� s . OTHERWISE PROTECTED AREAS OPAS elevations referenced to the same vertical datum. For information regarding (OPAs) . .•, ' . conversion between the National Geodetic Vertical Datum of 1929 and the i q Gs CBRS areas and CPAs are normally located withinor adjao:nt toSpecial Flood Hazard Areas. 4 r Vertical Datum of 1988 visit the National Geodetic Survey ., North American V Y 1%annual chance floodplain bounds rR v' p boundary website at http.//www.nas;noaa.gov or contact the National Geodetic Survey at ., a o ZONE AE li the followin address: ZONE A;E q,. qa (EL"6) O rl o 9 ZONE UE .a OQ'" I 0:2/°annual flood sin bounder ,. ZONE X ., �• . NGS Information Services ° I ° I<cR .... Floodway boundary NOAH,N/ GZone D boundary National Geodetic Survey •••••••.••.•,... CBRSand boundary#9202 � PROTECT YCUoSEL F 1315 East-West Highway Bounds rydividing Special Flood Hazard Area Zones and A'_L STAIES REQUIRE NOTIFICATION OF Silver Spring,Marland 20910-3.182 boundary dividing Special Flood Hazard Areas of dIffere`rt ase EXCAVATORS, Dr SIGNER., OR ANY PERSON LIMIT OF MODERATE ;, J Flood Elevations,Hood depths orflooa velocities. fI PRt,"ARING TO DISTURB THE LARTN (301)713-3242 ,i' '' ' '"'�� `` �- S ''' I ,,Fjy° SURFACE ANY\NHERE IN ANY STATE I'O,ND WAVE ACTION eO pr'E ;_ r ;; " ZQNE AE x a u�r� !�+ �„_.�� E:`'--omit of Moderate wave Action 25 VA a � .. �..,D ,, : ZONEVE � ,�x,,U.,�c.,,:.� �.. Know whets below. To obtain current elevation; description, and/or location Information for bench (EL7) g ( ) -..w Base Flood Elevation line and value elevation In feet* marks shown on this. ma .lease contact the informa4on Services Branch °�- 7 ,. .._-. ,�..,,�: � 513 Call before you dig. p p : ,.jib� Y S t Surve at 301 713 3242 or visit its website , of 1,he National Geodetic } w at , - ,,,. �, Base Rood Elevation value where urxfonn within elevation ,I - PHONE Survey ( u,. ; ,, � I I e, FOR ,-; , >, � (EL 987) htt .11www.n s.noaa:aov. B :; in feet CO �;,ATL SPECIFIC D:irEC7 i HUixE NUMBS-i<S �,i _E 9 w� d�! � `; VISIT: JVWVJCALL811._uM _ :r r '�; T=: • ZONE AE Base map information shown on this FIRM was provided in digital format by . 4 ,. .N : ., . . - . ,. �. .. .. . � ; � D •., Referenced to the No,r.tfAmerican Vertical Datum of 1988 SLA_E. DRAWN BYCH E„NSD 31.NYork State Office of Cyber Security and Critical Infrastructure Coordination. 51 N Cross section line Th-�Information was derived digital Ortho hoto rah produced at 1.0-foot 9i P —9 p Yp , S SHOWN WAS KM ZQNE X ZONE FX .. - ” Limited ache l cross section Ilse pixel resolution from photography dated 2004; ----- (23 Transact lme Based on updated topographic information this map reflects more detailed and aN , , .,.,.. � �. 10 08/3 2 REVISED PER COMMENTS , 0/ 3 CM WS , W. _ x� , i � ,_ , .� . , . .' he i fes re re a to the North Rican Datum 1 J ,. _ ,. 18 � � �.. Z NEVE � ,. Geographic I coorcl ria fe nc d t Am o- a stream channel configurations and floo tarn delineations than � ,.,� „r. ON A <. .... t. • O ,,. ”. � , � 87 0745 32 2230 9 ap up-t dot a ch g rip �., „ <,, F Z ,.:EAE , . co ,� .: � � � � , , o R . "R" D s »,. L e �� - , of 1983 NAD 83 Western Hemi here EL,6 R E ( ), !sphere those shown on the previous FIRM for this jurisdiction. As a result the flood r.'�" ., >; ',. _� s :„, p J ,, t . ,..,> c ,: o 9 06/15/23 REVISED PER COMMENTS c RF WS ,, -o r ., .� 4 <, z4 om I ' : t f Profiles and Floodwa Data tables for the Northeast Branch Nisse uo ue River In � .. _. II (' Pr Y q 9 ,:. -�� O �• ti - tr.i� =.P <: .,< Ft ," t , ,.),, ZONE AE � 76 N 1000-meterlJniversalTransverse Mercator grid values,zone 18 ZQNE K J the iFlood Insurance Study Report(which contains authoritative hydraulic data)may 00 5: . W~tl'r ,. " �,; � :.•.. � � v ,;y�.< 9,• �P?E „ or 87 0055//0185//2233 REVISED PER COMMENTS J C M J WS reflect stream channel distances that differ from what is shown on this map. Also, � 600000 FT 5000-foot rid values:statename State Plane coordinate usystem,spzone(FIPSZONE fszane),s h r riame projection the road to floodplain relationships for unrevised streams may differ from what is z J. 1WS shown on previous maps. a W " '" co DX5510 Bench mark(see explanation in Notes to Users section of this Z d a pl " LIMIT OF MODERATE z x 6 04/13/23 REVISED PER COMMENTS RF WS Corporate limits shown on this map are based on the best data available at the a `"' � r, P� r e' `�- '. `�~ .r:�.t , '� '` WAVE ACTION � — FIRM panel) 1 time of publication. Because changes due to annexations or de-annexations may Ro *` i 'i b pu nge Y uJ �� r M1.5 River Mlle have occurred after this map was published,map users should contact appropriate z ". off ' ZONE VE 5 01/03/23 CLEINT COMMENTS JCM JWS community officials to verify current corporate limit locations. O i•" oV r"y (EL�1') MAP REPOSITORY 4 12/1-1/2-2 CLIENT COMMENTS .,_ Please refer to the separately printed Ma Index for an overview ma showing p ZONEfAE " Refer to)isting of Map Repositories on Map Index WPK JWS Y l Y p p p g o ' (EL#'6)t, GBRSAREA EFFECTIVE DATE OFCOUNTYVviDE 3 06/01/22 CLIENT COMMENTS WIK JWS the layout of map panels far this jurisdiction. „ ,moo ESTABLISHED 11-16-1990 AE ?rFLOOD INSURANCE RATE MAP The AE Zone category has been divided by a Limit of Moderate Wave Action ZQNE AE T11w (•SEE GBRS LEGEND) May 4,1998 2 05/10/22 CLIENT COMMENTS CM WS ? t(EL 7++) ZQNE VE ZQNE X LIMIT 00 F MOO DERATE J J (URIWA). The LiMWA represents the approximate landward limit of the 1.5-foot tELs) ,,, ZON EVE (EL 1D) b ZQNE AE EFFECTIVE DATE(S)OF REVISION(S)TO THIS PANEL WAVE ACTION ZQNE VE (EL 7) September 25,2009-to change zone designations,to reflect revised shoreline,to chane DRAWN CHECKED breaking wave.The effects of wave hazards between the VE Zone and the LiMWA A 9 REV DATE DESCRIPTION (or between the shoreline and the LiMWA for areas where VE Zones are not , $ r, `, (EL 8) Special Flood Hazard Areas,to update the effects of wave action,to incorporate Primary BY BY , ¢. '=e:',,,,r,�y .�? Frontal Dune analysis,to reflect the effects of coastal erosion,to change.Base Flood identified)will be similar to,but less severe than those in the VE Zone. - Elevations,to update map format,and to reflect updated topographic information LIMIT OP MODERATE Contact the FEMA Map Service Center at 1-800-358-9616 for information on 335000 FT ZONE AE WAVE ACTION available products associated with this FIRM. Available products may include (EL7) previously issued Letters of flap Change, a Flood Insurance Study report, and/or ZONE AE (EL 7) To detemnine if flood insurance is available in this community,contact your Insurance digital versions of this map. The FEMA Map Service Center may also be reached agent or call the National Flood Insurance Program at 1-800-638-6620. BUDDS ro9 by Fax at 1-800-358-9620 and its website at http:!/msc.fema.gov. If you have questions aboutthis map or questions concerning the National Flood Insurance Program in general, please call 1-877-FEMA MAR (1-677-336-2627) or MAP SCALE 1" = 500' visit the FEMA website at httc://www.fema.ciov/businesrinfli). LOCATION OF PROPOSED WORK . 250 0 500 1000 ZONE VE FEEMETERS (EL 1D) 150 0 150 300 F 4 COASTAL BARRIER RESOURCES zQNEUE a•J' �,�� ZOO NE K ( ) v ZQNE AE 4s °oom ®z' 'r xti SYSTEM (CBRS) LEGEND ZONE �� ,._ 50 N PANEL 0159H \.. 10 01-1983 CBRS Area I E MY McKE04 n J FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR ZQNE VE SIJBSTANTIALLYIMPROVED ONORAFTER OCTOBER t,1983, IN DESIGNATED q (EL 8) YORK ENSED PROFESSIONAL SUBS AREAS. FIRM ' � �� a, ` ' LIMIT OF MODERATE ENGINEER- ENSE NUMBER:095374-I ., wavEACTroN � FLOOD INSURANCE RATE MAP 11-16-1990 CBRS Area ZONE AE . ROCKY POINT"AVENUE ,`` v !' FOR ANY PERSON, FI_OODINSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR (EL 9) SOC ZONE AE m UNI ESS IHE, ARE ACIIIN" UNDER THE DIRECTION SUBSTANTIALLY I MPROVE D 0 N OR AFTE R NOVEMBE R 16,1990, 1N t kYpOl (EL 6) (ALfor L JURISDICTIONS) COUNTY, NEW YORK OF THE RESPONSIBLE LICFNSED FROfESSIONAL DESIGNATED CBRS AREAS. ZQNE VE Nrr� (ALLJURISDICThONS) ENCINiER, t-O AI-TER iHIS DOCUMENT. 111-16-1991 Otherwise Protected Area(OPA) n, _ Steel er Islalnd LWU CONTAINS: ., • ZQNE AE U] �� FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR (EL 0) 36 :0� . COMMUNITY NUMBER �► SIJBSTANTIALLYIMPROVEDON OR AFTER NOVEMBER 16,1991 IN DESIGNATED OPAs WITHIN THE CBRS. SHELTER ISLAND, 360809 M,I �o ZONE X SITE NO: ALBERTSON MARINE :. 1 ZQNE x 11-15-1993 CBRS Area t LIMIT OF MODERATE nod'' TOWN OF WAVE ACTION FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT ORti. SOUTHOLD TOWN OF 360813 61405 MAIN ROAD SUBSTANTIALLY IMPROVED ON OR AFTER NOVEMBER 15,1993 IN DESI GNATED CBRS AREAS. u_ ZQhIE UE m osr�+'yo RECEIVED m ' TrIll (EL 16, - 111-15-1993 Otherwise Protected Area(O PA) SOUTHOLD. ZONE AE �-'iiy � OCT �.�j 2023 -NOTE f NY 11971 (EL 18) q THIS MAP INCLUDES BOUNDARIES OF THE COASTAL BARRIER FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR "4 i I RESOURCES SYSTEM ESTABLISHED UNDER THE COASTAL SUFFOLK COUNTY SUBSTANTIALLY IMPROVED ON OR AFTER NOVEMBER 15,19931N L_r._.. BARRIER RESOURCES ACT of tsa2 An Dion suesEouenr DESIGNATED OPAs WITHIN THE CBRS. C SQt.ItfIQI�QI(Jri ENABLING LEGISLATION. 02-24-11997 cgRs area Planning Board � PANEL 159 OF 1026 MAP SUFFIX; HSITE TYPE: FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR (SEE MAP INDEX FOR FIRM PANEL LAYOUT) 150t.0tt CONCEALMENT POLE SUBSTANTIALLY IMPROVE DAN OR AFTER FEBRUARY 24,1997 IN DESIGNATED CBRS AREAS. Notice to User; The Map Number shown below should be Boundaries of the John H.Chafee Coastal Barrier Resources System used when placing map orders the community Number shown above should be used on insurance applications for the (C FIRS)shown on this FIRM were transferred from the official CBRSZONE subject community. source map(s)for this area and are depicted on this FIRM for VE COPYRIGHT C 2023,AZIMUTH ENGINEERING P.C.,LLC ALL 5 informational purposes only. The official CBRS maps are enacted by (EL 10) YARrnr MAP NUMBER RIGHTS RESERVED O,i" `ljiiy HF IN ORAIATuN COViIER AINFCi EN IS 3: Congress via the Coastal Barrier Resources Act,as amended,and THIS PRAWWG AND ALL i n" 36103C0159H �� AUTIiN)EZIZED FOR USE ONLY BY THE PARTY FOR WHOM 7HE maintained by the U.S.Fish and Wildlife Service(FWS}. The official 41°03'45" WORK WAS CONTRACTED OR TO 1P4-10M IT IS CER IIFIED. THIS x 0CBRS maps used to determine whether or not an area is located within 70mi72°22'30" DRAWING MAY NOT BE COPIED, BEUSIFD, DISCLOSED, E 20 the CBRS are available for download at http://www.fws.ciov. For an 41°03'45' 71900O.E JOINS PANEL 0167 O o y 1S F111BUTED oR RELIED UPON FOR ANY OTHER PURPOSE > oifficial determination of whether or not an area is located within the '18n0o-E `i�Nn s�� MAP REVISED WITHOUT THE ExPi ESS WRITTEN coNSEly i OF AZIN,uTH CBRS,or for any questions regarding the CBRS,please contact the FIN 72°24'22:5" o fi"eldofficefor this area at(631)776-1401. f ENGINEERING P.c., ._LC.25 2009 Federal Emergency Management Agency SHEET TITI_F: Q 2007 FLOOD INSURANCE RATE MAP z 0 UI r(-1FFT- Ni a EF CR: D INSURANCE RATE MAP 'GRAPHIC SCALE z z _ i „ 4 0 4 8 r7 1 200'7 FLOOD SCALE: 1/4 = 1 0 FOR 22 x34 DRAWINGS Z-18 t (IN FEET) SCALE: 1/8"= V-0"FOR I1"x17"DRAWINGS <