HomeMy WebLinkAbout1000-63.-1-10 PROJECT DESCRIPTION
TOWER G OP OF WORK,
• REMOVE (6) COMMSCOPE SBNHH-1D65A ANTENNAS, (2) PER SECTOR
• REMOVE (12) CDX723AT—DS DIPLEXERS, (4) PER SECTOR
• REMOVE (24) 1-5/8" COAX CABLES ` RECEIVED
• INSTALL (6) COMMSCOPE KVVSS-65A—R3 ANTENNAS, (2) PER SECTOR AT&T
• INSTALL (12) STX61742T-43 DIPLEXERS
• INSTALL (6) PWRT-606—S 30' LONG DC POWER CABLES
• INSTALL (24) 1-1/4" COAX CABLES ����
GROUND SCOPE OF WORK: SITE NUMBER #: SINY001763 JUN 0 7 2024
• REMOVE (3) RRH 2x40 07L—AT RRH'S (1) PER SECTOR Southold Town
• REMOVE (3) B25 RRH 4x30-4R RRH'S (1) PER SECTOR
• REMOVE (3) 150AH BATTERY STRINGS
• INSTALL (3) 4490 65/812 RRH'S, (1) PER SECTOR Planning Board
• INSTALL (3) 4415 Bap RRH'S, (1) PER SECTOR SITE NAME: 1040 B HORTONS LANE
• INSTALL (3) 4478 B14 RRH'S, (1) PER SECTOR
• INSTALL (3) 4890 B25/B66 RRH'S, (1) PER SECTOR
• INSTALL (3) 4467 B77G RRH'S, (1) PER SECTOR
• INSTALL (3) 4467 B77D RR PER SECTOR FA #: 10111678
• INSTALL (4) VERTIV —48V RECTIFIERS
FIERIER S
NSTALL (2) 170AH BATTERY STRINGS
• INSTALL (2) 6651 AND (1) 6610 BBU UNITS
INSTALL (1) GPS ANTENNA INSTALLED 10' FROM EXISTING
PROJECT INFORMATION PACE #: MRNYJ044805, MRNYJ043761 , MRNYJ043783, MRNYJ044709,MRNYJ044467, MRNYJ043805,
SITE NAME: 1040 B HORTONS LANE MRNYJ044297, MRNYJ044667
USID: 141 131
FA#: 10111678 PROJECT: LTE RRH SWAP, 5G NR 1 SR CBAND, SITE OVERLAY.LTE.2ND CARRIER, 5G NR 1 SR CBAND, 5G NR
SITE ADDRESS: 1040—BSOUTHO HORNY 11 LANE 1 DR-2 SOFTWARE CARRIER, LTE 1 C RRH SWAP, 5G NR RRH SWAP
SOUTHOLD, NY 11971
PARCEL NUMBER (APN): 1000-63-1-10
VICINITY MAP GENERAL NOTES SHEET INDEX
PROPERTY OWNER: YSI XXXII, LLC
STRUCTURE TYPE: 95'-0" STEALTH POLE THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SHEET # DESCRIPTION REVISION #
A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE
SITE TYPE: STEALTH POLE �s"' y" T-1 TITLE SHEET p
MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY
SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO GN-1 GENERAL NOTES 0
LATITUDE (NAD 83): 41.065583 / 41-03'56.1"N SANITARY SEWER SERVICE, PORTABLE WATER, OR TRASH
DISPOSAL IS REQUIRED, NO COMMERCIAL SIGNAGE AND NO C-1 OVERALL SITE PLAN 0
LONGITUDE (NAD 83): —72,432678 / 72 25'57.6"W LANDSCAPING IS PROPOSED.
C-2 ENLARGED SITE PLAN 0
GROUND ELEVATION: ±39' (AMSL) DO NOT SCALE DRAWINGS C-3 EQUIPMENT LAYOUT & WEST ELEVATION 0
COUNTY: SUFFOLK COUNTY CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
ZONING JURISDICTION: CITY OF SUFFOLK SS�O'Ah'4cde! DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL C-4 (E) & (N) ANTENNA DETAILS 0
IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF C-5 PROPOSED ANTENNA SCHEDULE 0
CURRENT ZONING: LI — LIGHT INDUSTRIAL ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR
BE RESPONSIBLE FOR SAME. A-1 CONSTRUCTION DETAILS 0
AT&T LEASE AREA: 128 SQ. FT. -
Q A-2 CONSTRUCTION DETAILS p
APPLICANT: AT&T MOBILITY
60 WEST AVENUE PALO q I U94 E-1 SITE INPUT DATA p
WAYNE, PA 19087
G-1 GROUNDING PLAN p
TOWER OWNER: TBD
G-2 GROUNDING DETAILS 0
TOWER OWNER SITE ID: TBD BUILDING CODES RF-1 PLUMBING DIAGRAM — ALPHA SECTOR
0
REDS DATA ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN RF-2 PLUMBING DIAGRAM - BETA SECTOR O
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS
ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE RF-3 PLUMBING DIAGRAM - GAMMA SECTOR 0
RFDS ID: RFDS-11777 DATED: 01/30/2024 N� PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE
r LATEST EDITIONS OF THE FOLLOWING CODES.
REVISION: 1.0 VERSION: 1.0 m
ING CODE
UPDATED BY: so923b �e st�c+Sc 2018 INTERNATIONAL MECLHANICAL CODE
•DATE/TIME UPDATED: 03/25/2024 2017 NATIONAL ELECTRICAL CODE
-
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND
DRIVING DIRECTIONS STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER
REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN.
WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A
TO OBTAIN LOCATION OF PARTICIPANTS FROM 7150 STANDARD DIRK HA40VFR,ND 21076: SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
• UNDERGROUND FACILITIES BEFORE YOU HEAD SOUTHWEST ON STANDARD DR TOWARD PARKWAY DR,ROAD NAME CHANGES TO PARK CIRCLE DR,TURN LEFT ONTO COCA COLA DR,TAKE THE RAMP ON THE LEFT
• DIG IN NEW (NORTH 5
BOROUGHS)CALL
DIG SAFELY NEW YORK EAST FOR MD-100 AND HEAD TOWARD GLEN BURNIE,TAKE THE RAMP ON THE RIGHT FOR MO-295 AND HEAD TOWARD BALT/WASH PKWY BALTIMORE,KEEP RIGHT, FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION
, DIG /
TOLL FREE:1-800-962-7962 OR HEADING TOWARD BALTIMORE,TAKE THE RAMP ON THE RIGHT FOR 1-895 NORTH AND HEAD TOWARD BALTIMORE HARBOR/TUNNEL THRUWAY,ROAD NAME CHANGES TO ADA ACCESS REQUIREMENTS ARE NOT REQUIRED
wNWJ.digsafelynewyork.com 1-95 N,KEEP STRAIGHT TO STAY ON 1-95 N,TAKE THE RAMP ON THE RIGHT FOR 1-295/DE-141 NORTH AND HEAD TOWARD DEL MEM BR/NY- NJ/NEWPORT, THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT
KEEP STRAIGHT TO STAY ON 1-295 N/US-40 E,ENTERING NEW JERSEY,KEEP STRAIGHT,HEADING TOWARD NEW YORK CITY,KEEP STRAIGHT TO GET ONTO 1-95 N,TAKE PRODUCE ANY SEWAG
NEW YORK STA OF 2
TUTE THE RAMP ON THE RIGHT FOR US-46 AND HEAD TOWARD PALISADES PARK/THE RIDGEFIELDS,KEEP RIGHT,HEADING TOWARD PALISADES PARK/RIDGEFIELD.KEEP LEFT
Know What's below. WO we onusNOTICE TO GET ONTO US-46 E/US HIGHWAY 46,KEEP STRAIGHT TO GET ONTO US-46 E/US HIGHWAY 46,TAKE THE RAMP ON THE LEFT FOR 1-95 NORTH/US-1 NORTH/
Call before YOU dig, BEFORE YOU EXCAVATE US-9 NORTH AND HEAD TOWARD G WASHINGTON BRIDGE,KEEP STRAIGHT TO STAY ON 1-95 N/US-9 N/US-1 N,ENTERING NEW YORK,BEAR RIGHT ONTO 1-295 S
TOWARD THROGS NECK BR/1-295 SOUTH,KEEP LEFT,HEADING TOWARD EASTERN LONG IS,AT THE ROUNDABOUT,TAKE THE 2ND EXIT,CONTINUE ON NY-25/MAIN RD,
TURN LEFT ONTO LOVE UI,TURN RIGHT ONTO COUNTY ROLIIE 48,ROAD NAME CHANGES TO COUNTY ROAD 48,TURN RIGHT ONTO HORTONS LN,ARRIVE AT 1040-B
HORTONS LANE SOU 0. NY 11971
SITE NUMBER: SINY001763 AT&T
SITE NAME: 1040 B HORTONS LANE OF
N�IyY
�� *' �?� °9� TITLE SHEET
v AT&T @�smartfink ;i :• Try I o n (2024 UPGRADE)
1040-B HORTONS LANE aA ,419;4 ?0 SITE NUMBER SHEET NUMBER REV
10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 0 04/13/24 ISSUED FOR REVIEW SFIA qDFE551ONP
60 WEST AVENUE ANNAPOLIS. MD 21401 IRVING, TEXAS 75038 SUFFOLK SINY001763 T-1 0
WAYNE, PA 19087 1-655-669-5421 REV DATE DESCRIPTION BY
GENERAL NOTES
GENERA GONSTRUCTIDN 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT 54. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB-FT (12 NM).
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR 55. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB-FT (58 NM).
1.1. CONTRACTOR - T.B.D DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE 56. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE
1.2. SUB-CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. ALL NECESSARY RUBBISH, STUMPS, GROUNDING HARDWARE IS NO LONGER LOOSE.
1.3. OWNER - AT&T MOBILITY DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A
1.4. OEM - ORIGINAL EQUIPMENT MANUFACTURER LAWFUL MANNER. 57. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB-FT (24.4 - 29.8 NM).
2. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER 58. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB-IN (1.7 - 2.3 NM).
DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND FIBER & POWER CABLE MOUNTING
3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PRIOR TO PAYMENT.
PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING 29. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON
HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 59. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED IN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN
ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A
THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 30. CONTRACTOR SWILL LEAVE PREMISES IN A CLEAN CONDITION. PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE
4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, TYPES.OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY(60) SIXTY FEET AND SHALL BE SECURELY
REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). FASTENED TO THE CABLE TRAY SYSTEM, NFPA 70 (NEC) ATRICLE 770 RULES SHALL APPLY.
ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF 32. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, 60. TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT INTERVALS NOT
THE WORK. BY AT&T TECHNICIANS. EXCEEDING (6) FEET.WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE
5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT ARE SERVICING UTILIZATION EQUIPMENT OR DEVICES.A TRANSITION DISTACE
LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 33. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. EXCEEDING (6) FEET REQUIRES CONTINUOUS SUPPORTING.NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY.
6, UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND 34. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST
LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. REVISION OF AT&T GROUNDING STANDARD "GROUNDING AND BONDING REQUIREMENTS FOR NETWORK FACILITIES 61. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300
(ATT-TP-76416) AND "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES- RULES SHALL APPLY.
7. THE PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS (ATT-TP-76300), IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE
OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN DRAWINGS SHALL GOVERN. COAXIAL CABLE NOTES
EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD
THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR 35. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR
OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR 62. TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR
SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH IMMEDIATELY. SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED
MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH ESTIMATED LENGTHS.
WORK. 36. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 63. CONTRACTOR SHALL VERIFY THAT THE DOWNTILT OF EACH ANTENNA IS WITHIN +/- 0.5 DEGREES OF SPECIFICATION WITH AN
37. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED OCI APPROVED DIGITAL LEVEL
8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. MATERIAL OR PROCEEDING WITH CONSTRUCTION. 64. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING
9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL 38. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND STANDARD` ND-00027 LATEST VERSION.
PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. REQUIREMENTS. 65. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED
10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING 39. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 6'-0'.
OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 66. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, NOT TO EXCEED
11. GENERAL CONTRACTOR SWILL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES.
ANTENNA MOUNTING 4'-0" OC.
12. ERECTION SHALL BE DONE IN A WORKMAN-LIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH 40• DESIGN AND CONSTRUCTION OF ANNTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/T1A-222 OR 67. COAXIAL CABLE SHALL BE SECURED TO THE DESIGNATED SUPPORT STRUCTURE(S) PER MANUFACTURER'S SPECIFICATIONS.
APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED APPLICABLE LOCAL CODES. 68. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF
ON THE DRAWINGS. 41. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT.
13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS% UNLESS NOTED OTHERWISE. 69. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE
SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 42. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS.
14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS A153 "ZINC-COATING (HOT-DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE.
PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUBCONTRACTOR SHALL NOTIFY THE GENERAL 43. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM GENERAL CABLE AND EQUIPMENT NOTES
CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. A780
15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT 44, ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE 70. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, COAX CONFIGURATION, MAKES, AND MODELS
OF WORK. TORQUED TO MANUFACTURER'S RECOMMENDATIONS. PRIOR TO INSTALLATION.
16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY 45. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND 71. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S
DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. GROUNDING. RECOMMENDATIONS.
17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 46. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50-OHM LOAD TO ENSURE 72. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE
18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE ANTENNAS PERFORM AS DESIGNED. DISTRIBUTION/ROUTING.
AND/OR BUILDING. 47. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA 73. AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE, ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE
19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE OR OTHER APPROVED WEATHERPROOFING METHODS PER AT&T
UNTIL JOB COMPLETION. NORTH AND BE ORIENTED WITHIN f3' AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN t0.6 SPECIFICATIONS. BUM TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL
BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUM BLEEDING IS NOT ALLOWED. SELF
20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, AS DEFINED BY THE RFDS. REFER TO ND-00246. BONDING TAPE AND PLASTIC ENCLOSURES ARE PERMITTED PER ATT-002-290-041, SECTION 7.
ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 48. JUMPERS FROM THE TOWER MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH
21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF SECTOR. 74. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX:
NOT LESS THAN 2A TO 2A.IOB:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE 49. CONTRACTOR SHALL RECORD THE SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED A. TEMPERATURE SHALL BE ABOVE 50 DEGREES FAHRENHEIT.
THE WORK IS BEING COMPLETED DURING CONSTRUCTION. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD.
22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED.
WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. 50. ANTENNAS SHALL HAVE A 3'-0" MINIMUM CENTER-TO-CENTER HORIZONTAL SEPARATION. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS.
EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR
UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT 75. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS:
BE LIMITED TO: A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. TORQUE REQUIREMENTS
23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF 51. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. A GROUNDING AT THE ANTENNA LEVEL.
THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT 52. A TORQUE MARK FORMING A CONTINUOUS STRAIGHT LINE IS TO BE MADE IN THE FOLLOWING APPLICATIONS: B. GROUNDING AT THE MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED.
INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE 53. RF CONNECTIONS - MARK BOTH SIDES OF THE CONNECTOR GROUNDING AND ANTENNA HARDWARE - C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL
APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE THREADS TO THE SOLID SURFACE. SOLID SURFACE D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT.
24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR EXAMPLES INCLUDE A GROUND BAR OR ANTENNA BRACKET METAL. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT.
DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 76. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 10'-0" T-BOOM SECTOR ANTENNA MOUNT INCLUDING ALL HARDWARE,
25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL IF APPLICABLE.
MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL
JURISDICTION FOR EROSION AND SEDIMENT CONTROL
26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING, FROZEN MATERIALS, SNOW OR ICE
SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
SITE NUMBER: SINY001763 AT&T
` SITE NAME: 1040 B HORTONS LANE OF NFlyy
• °9 GENERAL NOTES
�....r AT&T @�smartlink ;: : � Trylon m w (2024 UPGRADE)
` 10 CHURCH CIRCLE • • �o,4,od�,3, �= SITE NUMBER SHEET NUMBER REV
• 1040-B HORTONS LANE N 419 4 b
1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 0 04/13/24 ISWED FOR REVIEW SHA q�PE591aNP
60 WEST AVENUE ANNAPOLIS. MD 21401 IRVING, TEXAS 75038
WAYNE, PA 190137 1-855-669-6421 SUFFOLK COUNTY REV DATE DESCRIPTION BY SINY001763 GN-1 0
\\ LEGEND
.r
\
TREE
\ ACCESS ROAD 0 THIS PROJECT
/ \ EXISTING BUILDING rya
' EXISTING CHAIN LINK FENCE —X—X—
\ / \ ^
\ BUILDING WOOD FENCE �—
\ \ TREE/BUSH LINE w...�
PROPERTY LINE ACCESS
\ F2 SEE ENLARGED SIITE PLAN LEASE AREA LINE ----
/ — — — — — — UTILITY POLE rQ.r
\ \ OVERHEAD WIRE —0/1+—
AERIAL VIEW 12
/ I I
\ ' I BUILIDING E I \STI
GENERAL NOTES:
1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES
ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES
\ COMPANY OR OTHER PUBLIC AUTHORITIES.
V EXISTING I I \ 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL. PERMITS
AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL. STATE,
yO \ BUILDING EXISTING I I COUNTY OR MUNICIPAL AUTHORITIES.
\
% L_ _ _ _ _ _ _ J BUILDING \ 3. THE CONTRACTOR SHALL NOTIFY THE AT&T CONSTRUCTION MANAGER IN
B WRITING, OF ANY CONFLICT, ERRORS OR OMISSION PRIOR TO THE
SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR
ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR
LIB \ FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS.
EXISTING 95'-0" \
STEALTH POLE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING
2� EX BUILDING D EXISTING
\ SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE
B
CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF
\ CONSTRUCTION OF THIS FACILITY.
\ 5. THE SCOPE OF THE WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING
ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS
\ \ PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE
\ MANUFACTURER'S RECOMMENDATIONS.
\ / 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A
\ EXISTING i BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE
BUILDING WITH THE CONTRACT DOCUMENTS.
EXISTING \ / 7. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES
\ BUILDING C \ AND NOTIFY UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION AT (800)
424-5555 PRIOR TO EXCAVATION AT SITE.
8. ANY UNDERGROUND UTILITIES OR STRUCTURES THAT EXIST BENEATH THE
EXISTING TREE (TYP.) PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE
\ EXISTING APPLICANT & THE OWNER'S REPRESENTATIVE.
�
EXISTING BUILDING A 9. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS
BUILDING (TYP.)
/ FACILITY.
/ 10. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER.
\ ' 11. THERE ARE NO COMMERCIAL SIGNS PROPOSED FOR THIS INSTALLATION.
i 12. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED IN ANY FILL OR
/ \ EMBANKMENT.
13. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES
' \ WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES,
/ AND WHERE DIRECTED BY UTILITY OWNER. EXTREME CAUTION SHOULD BE
\ / USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND
i
STING 17--1 OR NEAR UTILITIES.
/ 0 BUIWING ' 14. THE AREAS DISTURBED DUE TO CONSTRUCTION ACTIVITY SHALL BE GRADED
AND RESTORED PER CODE/LANDLORD REQUIREMENTS.
/ 15. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
i CONSTRUCTION, EROSION CONTROL MEASURES SHALL BE IN CONFORMANCE
WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL, AND
COORDINATED WITH THE MUNICIPALITY.
16. UTILITY WARNING TAPE SHALL BE PLACED ABOVE ALL NEW CONDUITS AT
\ MAX 18" DEPTH BELOW GRADE.
scLLE 1"-100'-0`(11.17)
0 25' 50' 100' OR 2"-100'-0' 29c3a
SITE NUMBER:SINY001763 AT&TSITE NAME: 1040 B HORTONS LANE OF NFWyO
OVERALL SITE PLAN
AT&T@�smartlink :0110:` Try I o n m 9w (2024 UPGRADE)
• 1040-B HORTONS LANE ="Fa `0.1 < w
`..� to CHURCH clRclE lers W. WALNUT HILL LANE SUITE 120 Aq SITE NUMBER SHEET NUMBER REV
60 WEST AVENUE ANNAPOLIS, MD 21401 RIVING, TEXAS 75038 SOUTHOLD,NY 11971 0 04/1�/14 Issurn FOR REVIEW su °Pess�oN
WAYNE, PA 19067 1-855-669-5421 SUFFOLK COUNTY REV I DATE DESCRIPTION I BY SINY001763 C-1 0
LEGEND
TREE
ACCESS ROAD 0
EXISTING BUILDING
CHAIN LINK FENCE —■—,—
WOOD FENCE
TREE/BUSH LINE
PROPERTY LINE —__—
EXISTING
BUILDING LEASE AREA LINE —••—••—
UTILITY POLE rcl)
OVERHEAD WIRE —0/H—
I SEE EQUIPMENT
O-3 LAYOUT
/
EXISTING AT&T
EQUIPMENT ROOM
(6) NEW PWRi-808-S 30' LAND DC TRUNKS
FOR INDOOR RRHs
a++
(3) 18 PAIR FIBER TRUNKS
s+ 'ro� (24) EXISTING AT&T 1-5/8- COAX CABLES TO BE REMOVED
\ e \
(6) EXISTING AT&T PWRT-606-S DC TRUNKS TO BE REMOVED
(24) NEW AT&T 1-1/4- COAX CABLES
(APPROX. 190'-0-)
O�2
C-3 2
C-4
I
L _ _ J
A PC 2
ENLARGED SITE PLAN Sri: 1•-20•-0•(1107)
0 1(r 20 0R 2•-20•-0. 22.3a
SITE NUMBER: SINY001763 AT&T
SITE NAME: 1040 B HORTONS LANE FNflyy09 ENLARGED SITE PLAN
AT&T �smartlink ;: : r Trylon T w (2024 UPGRADE)
j 1040-B HORTONS LANE Z"�,q o19.J4 :? SITE NUMBER SHEET NUMBER REV
to CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 0 04/13/24 tssm FOR REWN SIN gOFESeto
60 WEST AVENUE ANNAPOus, MD 21401 IRVING, TEXAS 75038 SUFFOLK COUNTY SINY001763 C-2 0
WAYNE, PA 19087 1-855-sea-5421 REV DATE DESCRIPTION BY
NOTES:
1., THESE DRAWINGS SHALL NOT BE RELIED UPON AS AN INDICATION THAT THE TOWER STRUCTURE, ITS COMPONENTS. AND ITS FOUNDATION HAVE ADEQUATE
STRUCTURAL CAPACITY TO SUPPORT ALL EXISTING AND NEW ANTENNAS, MOUNTS, EQUIPMENT, AND COAXIAL CABLES. TRYLON HAS NOT PERFORMED A
STRUCTURAL ANALYSIS ON THE TOWER, FOUNDATION, ANTENNA MOUNT, AND ALL ITS COMPONENTS. IT IS THE RESPONSIBILITY OF THE OWNER TO HAVE A
STRUCTURAL ANALYSIS PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS PRIOR TO THE INSTALLATION OF ANY NEW EQUIPMENT,
COAXIAL CABLES, ANTENNAS, OR APPURTENANCES ON THE TOWER. THIS STRUCTURAL ANALYSIS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL
STRUCTURAL ENGINEER REGISTERED IN PA.
2. INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT
STRUCTURES. ANTENNA WORK TO BE INSTALLED PER THE REQUIREMENTS OF THE TOWER MANUFACTURER'S SPECIFICATION.
3. ANTENNA AND MOUNT DESIGN MUST COMPLY WITH ANSI/TTA-222—G AND ALL LOCAL CODES.
4. CONTRACTOR TO PROVIDE THE PROPER COAX JUMPER SUPPORT ATTACHMENTS TO THE TOWER AND ANTENNA MOUNT.
5. CONTRACTOR TO GET THE LATEST AT&T RFDS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
6. CONTRACTOR SHOULD REFER TO FINAL RFDS FOR ALL RF DETAILS.
7. THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
EXISTING AT&T SWITCH EXISTING AT&T SWITCH
120V/15A 9'-9" 120V/15A g'_g"
EXISTING AT&T 13LB CO2 EXISTING AT&T 13LB CO2
v FIRE EXTINGUISHER FIRE EXTINGUISHER
(3) EXISTING (3) NEW AT&T 4490 05/012 AT&T RRH 2z40 (3) NEW AT&T 4890 RRH (IYP. OF 1 PER SECTOR)
b07L-AT TO BE REMOVED 825/866 RRH (TYP.
EXISTING F1VAA: lMlTT (TYP. OF 1 PER SECTOR) OF 1 PER SECTOR) (2) EXISTING AT&T FIBER
TO BE RELOCATED (3) NEW AT&T 4467 B77G RRH MANAGEMENT BOX (TYP.)
(3) EXISTING AT&T FIBER (TYP. OF 1 PER SECTOR)
MANAGEMENT BOX (TYP.) (3) NEW AT&T 4467 077D RRH (3) EXISTING AT&T RRHNN
E
'pl RELOCATED D I"110 CM. OF 1 PER SECTOR) WCR-4R (TYP. OF 1 PER SECTOR)
TABLE 3) NEW AT&T 4415 B30 RRH
EXISTNrO TABLE 3) EXISTING AT&T 825 RRH (3) NEW AT&T UNISTRUT gV. OF 1 PER SECTOR)
EXISTING AT&T TO BE RELOCATED -4R TO BE REMOVED EXISTING AT&T ATTACHED WALL
1TWC-R48M21 � DC6-48-60- 8E• OF I PER SECTOR) TTWC-R48M21 EXISTING AT&T (3) EXISTING 18E
RAYCAP BOX
HVAC (lYP.2) TELCO BOARD
HVAC (TYP.2) EXISTING AT&T
TELCO BOARD � 3) NEW AT&T 4478 814 RRH
(TYP. OF 1 PER SECTOR)
(8) NEW AT&T SOX6192342G
OIPLE)(ER'S YOUNTl D TO CABLE
(3) EXISTING AT&T RRH 4x25 RAC( ABOVE
HVAC
EXISTING HVAC WCR-4R (TYP. OF 1 PER SECTOR) RELOCATED AC U IG
THERMOSTAT NR 111I CrYP•
OF 2 PER SECTOR)
(1) EXISTING AT&T (6) NEW AT&T STX61742T-43
to JUNCTION BOX �n DIPLEXER'S MOUNTED 70 CABLE
EXISTING AT&T RACK ABOVE
o' LTE RACK (3) EXISTING AT&T o EXISTING AT&T
DC6-48-60-18E RAYCAP BOX LTE RACK ' OF 2 PERK)
EXISTING AT&T
CABLE CONDUITS EXISTING AT&T
EXISTING HVAC EXISTING AT&T ELECTRIC, CABLE CONDUITS
UNIT N TELCO AND GROUND CONDUITS
C C
\ EXISTING AT&T 200A \ EXISTING AT&T 200A
EXISTING AT&T VERTIV 721 \\\ AC PANEL EXISTING AT&T VERTIV 721 \\\ AC PANEL
NPBB DC POWER PLANT WITH \ NPBB DC POWER PLANT WITH
(6) EXISTING VERTIV -48V \\ (2)OEXI TING AT&T (6) EXISTING VERTIV -48V \ (2) EXISTING AT&T
RECTIFIERS 20'-5" \\ (4) NEW VERTIV RECTIFIERS 20'-5" \ \\ GROUND ROD
0 0 \\ RECTIFIERS 0 0 \\ (2) EXISTING AT&T
\ \ \ 59500 SIAD
(3) EXISTING AT&T \\\\ EXISTING AT&T FIF RACK WITH (2) NEW —40V 170AH BATTERY \\\\
D=nNO 150AH BATTERY \ (3) DC12-48-60—RM RAYCAP STRINGS, TOTAL OF 8 \ NEW AT&T (6) 50AMP, (6)
STRNGS TO BE REMOVED (2)
0 \ 0 0 \ 25AMP, (2) 15AMP AND
\\\ (2) EXISTING AT&T \\\ (1) SNAP BREAID:RS
\ S9500 SIAD \
\ \ EXISTING AT&T FIF RACK WITH
0 0 0 0 1 0 0 0 0 \ (3) EXISTING DC12-48-60—RM
RAYCAP AND (2) NEW 6651
AND (1) 6610 BBU UNR
SCALE: 1/4"-1'--0" (1107) SCALE: 3/32•-1'-0•(11x17) w
EXISTING EQUIPMENT LAYOUT 0 2' 4' oa / 2•=1'-0• 22x34 NEW EQUIPMENT LAYOUT 0 3' 6' 12' (OR)s 16•.1,-0. 22x34 L
SITE NUMBER:SINY001763 AT&T
SITE NAME: 1040 B HORTONS LANE �``o+Newy� EQUIPMENT LAYOUT & WEST ELEVATION
' --�'' AT&T @�smartlink Try I o n m (2024 UPGRADE)
1040-B HORTONS LANE 2"Fo 61049.Z4 �a� SITE NUMBER SHEET NUMBER REV
�.�..� 10 CHURCH CIRCLE 1645 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 p9OF NP`
60 WEST AVENUE ANNAPOLIS. MD 21401 IRVING, TEXAS 75036 0 04/13/24 ISSUED FOR RENEW gN ess o
WAYNE. PA 19087 1-855-669-5421 SUFFOLK COUNTY REV I DATE I DESCRIPTION I BY SINY001763 C-3 0
�T�OP_OF EXISTING STEALTH POLE
Y ELEV. ® 95'-0.7 — —
MP OF NEW AT&T ANTENNAS
�E1EV. O 94 0 t AGL —
OF NEW AT&T ANTENNAS
ME; O 92 0 t AGL
STOP OF COMPATIBLE CYLINDER
Y ELEV. ® 85'-0"t AGL �_ NEW AT&T
(8) COMMSCOPE KVVSS-85A—R3
TOP OF NEW AT&T ANTENNAS �— ANTENNAS
0". O 84 0 t AGL — (6) STX81742T-43 DIPLEXERs
�O_F NEW AT&T ANTENNAS
`r E O 82 0:AGL
i
} TOP OF COMPATIBLE CYLINDER
V ELEV. ® 75 0: AGL
i
i
(�I
i
i
$,TOP OF COMPATIBLE CYLINDER
Y ELEV. ® 65'-0"t AGL
i
TOP OF COMPATIBLE CYLINDER
ELEV. ® 55 0't AGL
iII
IN
it
TOP OF COMPATIBLE CYLINDER
Y ELEV. ® 45'-0"t AGL
(3) 18 PAIR FIBER TRUNKS
i
(24) NEW AT&T 1-1/4- COAX CABLES
(5) NEW PWRT-606—S 30' LONG DC TRUNKS
USING EXISTING CABLE ROUTING ON SMOKESTACK
EXISTING 95'-0" STEALTH POLE
EXISTING AT&T
GPS ANTENNA
EXISTING AT&T
EQUIPMENT (TYP.)
----� REUSE EXISTING SITE
hEXISiING GRADE _ TOWER GROUNDING
ELEV. O 0=0 —L
L Ll Il
WEST ELEVATION t—e_ SCALE: 3/32'=1'-0' (1107) 2
0 3' 6' 12' OR 3 16'=1'-0' 22x34
SITE NUMBER: SINY001763 AT&T
M SITE NAME: 1040 B HORTONS LANE ������ANewro9 EQUIPMENT LAYOUT & WEST ELEVATION
So --� AT&T �smartlink % ice Trylon Jw (2024 UPGRADE)
1040-8 HORTONS LANE ZN"oq o<iji° e?� SITE NUMBER SHEET NUMBER REV
�.� 10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 0 04/13/24 ISSIm FOR REVIEW SHA gOFess�oNP
60 WEST AVENUE ANNAPOUS, MD 21401 IRVING. TEXAS 75038 SUFFOLK COUNTY
WAYNE, PA 19087 1-855-669-5421 REVJ DATE I DESCRIPTION BY SINY001763 C-4 0
NOTES:
1. THESE DRAWINGS SHALL NOT BE RELIED UPON AS AN INDICATION THAT THE TOWER STRUCTURE, ITS COMPONENTS, AND ITS FOUNDATION HAVE ADEQUATE NOTES: DOD AIR6419 B77G TOP POSITION
STRUCTURAL CAPACITY TO SUPPORT ALL EXISTING AND NEW ANTENNAS, MOUNTS, EQUIPMENT, AND COAXIAL CABLES. TRYLON HAS NOT PERFORMED A
STRUCTURAL ANALYSIS ON THE TOWER, FOUNDATION, ANTENNA MOUNT, AND ALL ITS COMPONENTS. IT IS THE RESPONSIBILITY OF THE OWNER TO HAVE A ADJUST ANTENNA FRAMES AS NEEDED C-BAND AIR6419 B77D BOTTOM POSITION
STRUCTURAL ANALYSIS PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS PRIOR TO THE INSTALLATION OF ANY NEW EQUIPMENT, TO KEEP ANTENNAS STRAIGHT OFF THE
COAXIAL CABLES, ANTENNAS, OR APPURTENANCES ON THE TOWER. THIS STRUCTURAL ANALYSIS SHALL BE SIGNED AND STALED BY A PROFESSIONAL FACE ON EACH SECTOR 12" SEPARATION BETWEEN THE TWO ANTENNAS
STRUCTURAL ENGINEER REGISTERED IN PA,
2. INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT
STRUCTURES. ANTENNA WORK TO BE INSTALLED PER THE REQUIREMENTS OF THE TOWER MANUFACTURER'S SPECIFICATION.
3. ANTENNA AND MOUNT DESIGN MUST COMPLY WITH ANSI/TIA-222-G AND ALL LOCAL CODES.
4. CONTRACTOR TO PROVIDE THE PROPER COAX JUMPER SUPPORT ATTACHMENTS TO THE TOWER AND ANTENNA MOUNT.
5. CONTRACTOR TO GET THE LATEST AT&T RFDS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
6. CONTRACTOR SHOULD REFER TO FINAL RFDS FOR ALL RF DETAILS.
7. THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
n
(( )) DIZIM AT&T (3) NEW AT&T
ANTENNA IiE REMOVED -1085A) � ANTENNAAT&TBE TREED 1�) (3) NEW AT&T (COMMSCOPE-KINSS-85A-0
#1 (TYP. OF 1 PER SECTOR) , (TYP. OF 1 PER SECTOR) (1) ( M KWSS- SECTOR) ANTENNAS CrM. of 1 PER SECTOR)
38"0 STEATH POLE
kit d2 �� (3) l (3)
l lmli J J
�t•�?o o
38"0 STEATH POLE 38'•0 STEATH POLE l
RAO CENTER a 92'-0• RAO CENTER 0 A2'-0- RAO CENTER 0 02'-W RAO CENTER A 82'-0"
8( ) DUSTIN0 AT&T DIPL )M (8) DOMMrO AT&T d UXM (6) NEW AT&T STXE174Zf-43
COX723AT-as TO BE REMOVED CDX723AT-OS TO BE REMOVED DFLEXE RS CM. of z PER SWTOR)
(TYP. of 2 PER SECTOR) (TYP. OF 2 PER SECTOR)
0
(8) NEW AT&T 51X61747T-43
DM'LDOM (YYP. OF 2 PER SECTOR)
38"0 STEATH POLE 38"0 STEATH POLE
RAO CENTER 0 02'-0• RAO CENTER arig'-o- RAO CENTER a Q2'-0- A T+12'-0• 38"0 STEATH POLE RAp cJ NTER a R2'-0-
REUSE EXISTING SITE
TOWER GROUNDING
EXISTING ANTENNA PLAN SCALE 3/4•_,-o•c„x,7� 1 PROPOSED ANTENNA PLAN SCALE 3/4•=,-D•(,,.,7�
o s r r F(OR) ,-, r-r-o• zz,�, o s r r oe ,-, z•=r-o• zzsss4 Z
SITE NUMBER: SINY001763 OFNEWy AT&T
SITE NAME: 1040 B HORTONS LANE S�
°s (E) & (N) ANTENNA DETAILS
AT&T @�smartlink ;: :;� Try I o n W (2024 UPGRADE)
0 1040-B HORTONS LANE 2�0 4.1?043�;� :° SITE NUMBER SHEET NUMBER REV
10 CHARM CWME 1825 W. WALNUT HILL LANE. SUITE 120 SOUTHOLD,NY 11971 0 o�/,s/z� asurn rna a w 9W1 pgCFESS1�F
60 WEST AVENUE ANNAPOLIS. MD 21401 IRVING, TEXAS 75038
WAYNE, PA 19087 1-855-689-5421 SUFFOLK COUNTY REV DATE DESCRIPTION BY SINY001763 C-5 0
PROPOSED ANTENNA SCHEDULE AND RF SYSTEM
SECTOR ANTENNA ANTENNA MAKE/MODEL AZIMUTH RAD CENTER TIP HEIGHT RRH MAKE/MODEL SQUIDS FEEDUNE FEEDUNE LENGTH
POSITION
(1) 4490 B5/B12 (AT GROUND)
#1 COMKW SM65APR3 0' 92'-0" 94'-0" (1))67 B7 G (AT GROUND)
(AT GROUND)
(2) STX61742T-43 DIPLEXERS (TOP)
(2) STX61742T-43 DIPLEXERS (AT GROUND)
(8) 1-1/4" COAX CABLES
ALPHA
(1) RRH 4x25 WCR-4R (AT GROUND) (1) DC6-48-60-18E (2) PWRT-606-S DC TRUNKS
190-0"
(1) 4478 814 (AT GROUND) (AT GROUND) (1) 18-PAIR FIBER TRUNK
#2 COMMSCOPE 0• 82'-0" 84'-0" (1) 4890 B25/B66 (AT GROUND)
KWSS-65A-R3 (1) 4467 B77D (AT GROUND)
(2) STX61742T-43 DIPLEXERS (TOP)
(2) SQX61923420 DIPLEXERS (AT GROUND)
(1) 4490 B5/B12 (AT GROUND)
COM#1 KWSSM65AP ) (
AT GROUND)
R3 120' 92'-0" 94'-0" (1) 4467 B77G (AT GROUND)
(2) STX61742T-43 DIPLEXERS (TOP)
(2) STX61742T-43 DIPLEXERS (AT GROUND)
BETA (8) 1-1/4" COAX CABLES
(1) RRH 4x25 WCR-4R (AT GROUND) (1) (AT GROUND 18E (2) PWRT-606-S DC TRUNKS 190'-0"
(1) 4478 B14 (AT GROUND) ) (1) 18-PAIR FIBER TRUNK
#2 COMMSCOPE 120' 82'-0" 84'-0" (1) 4890 B25/B66 (AT GROUND)
KWSS-65A-R3 (1) 4467 B77D (AT GROUND)
(2) STX61742T-43 DIPLEXERS (TOP)
(2) SQX6192342Q DIPLEXERS (AT GROUND)
(1) 4490 B5/812 (AT GROUND)
#1 COMSCOEAT GROUND)
KWSSM 65AP R3 240' 92'-0" 94'-0" (1)) (4467 B7 G (AT GROUND)
(2) STX61742T-43 DIPLEXERS (TOP)
(2) STX61742T-43 DIPLEXERS (AT GROUND)
GAMMA (8) 1-1/4" COAX CABLES
(1) DC6-48-60-18E (2) PWRT-606-S DC TRUNKS 190'-O"
(1) RRH 4x25 WCR-4R (AT GROUND
(AT GROUND) (1) 18-PAIR FIBER TRUNK
(1) 4478 B14 (AT GROUND)
#2 COMMSCOPE 240' 82'-0" 84'-0" (1) 4890 B25/B66 (AT GROUND)
KWSS-65A-R3 (1) 4467 B77D (AT GROUND)
(2) STX61742T-43 DIPLEXERS (TOP)
(2) SQX6192342Q DIPLEXERS (AT GROUND)
PROPOSED PROPOSED TOWER MOUNT
ANTENNAS RRHa
6 18 -
PROPOSED ANTENNA SCHEDULE N.T.s.
SITE NUMBER: SINY001763 AT&T
• 4 SITE NAME: 1040 B HORTONS LANE 0 NE yy
PROPOSED
'• •s ^"i �.°9 SED ANTENNA SCHEDULE
� AT&T s m art l i n k Try I o n r w (2024 UPGRADE)
10 CHURCH CIRCLE ® 1040-B HORTONS LANE sF <.,9.�, o
1825 W. WALNUT HILL LANE, SURE 120 SOUTHOLD,NY 11971 o go`cas,b Pee SITE NUMBER SHEET NUMBER REV
60 WEST AVENUE ANNAPOLIS. MO 21401 IRVING, TEXAS 75036 0 04/13/24 ISSUED FOR RENEW SHA ESS,0N
WAYNE, PA 19087 1-655-669-5421 SUFFOLK COUNTY REV DATE DESCRIPTION BY SINY001763 C-6 0
ERICSSON-4478 B14 RRH
DIMENSIONS, WxDxH: 15" x 13.2" x 7.4"
POWER CONSUMPTION: 4 x 40W FOR 4T4R OR 2 SECTORS AT 2x40W FOR 2T2R
WEIGHT: 60 LBS.
14
ONE CPRI CONNECTION PER RRH
15" 7.4"
lo
a a N
o00 ® oeo
0 O OO ® ERICSSON - RADIO 4490 ® • • • ERICSSON - RADIO 4890
WEIGHT: 20.8 LEIS WEIGHT: 20.8 LEIS
e®
B SIZE (HXWXD): 15.1207.484.77 IN. e® B SIZE (HxftD): 15.1207.48M93 IN.
FRONT SIDE
4490 135/1312 DETAIL NOT To / NOT TO NOT TO
SCALE 4890 B25 B66 DETAIL SCALE 2 4478 B14 DETAIL
SCALE
MANUFACTURER: ERICSSON
MODEL: RADIO 4415 r ��•. .
WEIGHT: 47.4 LBS
DIMENSIONS: 1 6.54"Hx6.30"Wx13.47"D
T0 P Mechanical Specifications
Wind Loading Velocity, 185.0 N 150 kWh(41.61bf LS 150 kmlh)
frontal
Wind Loading C Velocity, 163.0 N @ 150 km/h(36.6 Ibf @ 150 km/h)
lateral
Wind Loading Velocity, 352.0 N 150 knVh(79.1 Ibf to 150 km/h)
maximum
Mode,.Nurnbef Radio 4467 44878S 44 KRC 161 892/2
Wmd Loading V Velotaty, 189.0 N(n1150 kWh(42.3Ib1 did 150 knvh)
rear
dace of Origin Chma
Wind Speed.maximum 241 kr V h(150 a")
brand Name Ericsson
^onditlon used Dirnmsicns
!rtternai dimension 480mm•370mm•155mm 301-111 asp rl
0.9•x 111 mm 17,12e 1n
Net weight: 23.3kg
Lan4m 1219rtrn147.992In
SIDE FRONT °'n "
h.Wei9x,..,1mn,-, 1.1 kp 135494 ra
NOT TO NOT TO NOT TO
4415 B30 DETAIL SCALE 4 4467 B77G AND 4467 B77D DETAIL SCALE 5 COMMSCOPE KWSS-65A—R3 DETAIL SCALE 6
SITE NUMBER: SINY001763 -- AT&T
SITE NAME: 1040 B HORTONS LANE �s�°p"E`"ro9
�-�-�' AT&T smartlink %'¢;iR Trylon = CONSTRUCTIONUPGRADE)
DETAILS
Y 2024 UPGRADE
1040-6 HORTONS LANE "�oA 'L192y4 tea° SITE NUMBER SHEET NUMBER REV
10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 0 04/13/24 ISSUED FOR REVIEW SFM q�FE55fol P
60 WEST AVENUE A10 CHUB klo 21401 IRVING, TExAS 75038 SUFFOLK COUNTY SINY001763 A—1 O
WAYNE, PA 19087 1-855-669-5421 REV DATE DESCRIPTION BY
MODEL Capacity AH NOMINAL DIMENSIONS NOMINAL
NUMBER VOLTAGE8 Hr To 1.75 0 hr To 1.8 INCHES MILLIMETERS WEIGHT
VPC ® 25•C A B C A B C f11Sj6
K
SBS 170E 12 170 170 22.1 4.92 11.1 561 125 283 52.5
Tower Bottom Configuration:All Markets s`�
2024 FDfl Only
Configuration ALI,Site F 00 only(No T OD).M It Mack t,13 i"24 LTE Cells o-1d -24',R Cell,, f p A• -
-Uo'O 1Z FOD R000S RA.hP6651»CNTR6610*SAU
lip
. .. r x:a•ea,wr4tn2taen as t.r,u.. «r:.ue•.�.«« _ EM
■ vtaiya:.rRi,a+i nee.N,Mti .."'r'"n.,.."
- isd @}tbM.Yl9.l l{�:RlKtJ W aA61pMM-tUMiµ w. rvrw T
fM L fe]w',•fa
tltd4e Site Controllef 6610 for exterrd olillm a nm n,9.•a.fa f ..�_n r, ,
<nt te«x+:.dv at if M[,r,ne.aYrne ...,..._•,..,....,.....«..w,....<.„.,,...v I._
w,ryf nfau ,
- - vnn.rla«.ey„rn
NE0.15930 1R482000E3
.., RECTIFIER,NETSURE-1 512 h 721,HIGH EFFICIENCY,
�--• . .rt»--w -48 VDC,40 A/2000 W, 120/208/240 VAC,
SNGLE-PHASE INPUT,4.4 W&
Tower Bottom Configuration:All Markets
2024
• Configuration AL2.FripeNca•i12T00AASNRcrt••15LrL Cells,(Ind--12WRCeNsJ prgF,• --_--
Tn Mode TOD AAS-FOD NR LTE.r2ANP6651.66e1 St F•R5e5 CNTR6616-SAU _
yr..rrse4u16acfr.snurn 170AH BATTERY STRINGS DETAIL sor�To 2 (—
48V) VERTIV RECTIFIER DETAIL NOT TO 3
CE SCALE
, �titlil�i•t i . i•i_x iita�llior i i i � �'"��]� ;�
■A�: diM-WJY"1.unaai*a�xa6eM.7-Std:)idiT, ------' ry �
x6M1-Fliq?:.4si:ad 8�ri.lYi4141,MfY{S-�NA�f;iR9,ttiY�64�MT+M149YPU3!'keM..RhM.t'!l l?•lih1N911'+G5iS..11;NG". '�
ti Fsdodellt♦,yY1 1C3iK'ip'JW►ywlSt ualk�AdeMti-851 fAt' �iyypd4jy_/314W17,
■ N741g7f8 Y�.-• I J� t
me Aef Ie.nf-
(9tn) - 17.3 in1
_ 6.6 w.• M.9uN 1 M...4
m ;
T.
Tower Bottom Configuration: All Markets _: 17il
Lonhga0:1onA33:15688-1LTE880 63:TDDAAS NRFDO t°°65:FOONR/LTEtu• w• ♦2xRANP66Si•CNTR6610+SA(J tur6 T-
M "p,w 14es41 +ier�i 7 % nn1:1 •
;rrsc•.r,e 4filt rnn l l i ��..
*lowL 1L 1' 1 i-i i 1ftbft Mao, 1■1 ft
E ®,
� ,. ,: . .. ,,. •6r>retce+usraa.z.7a^^as�lrrwlia UP617 ►aY_OY�br67.:limry �—.:---
■
r.NF2-iflrfi�44„@ s,i Ilffftnirf y,FAR_•M•.iilMylt,A641lYNi�WbiCt/7'SQAIN-R3fi1W a•lllteWR74 niG�.gPAA1S:
■ ...am
riw,_wcxu,aawwv c..1fiw#ar�alMc•wratLualw2-ct,ltcrn Dimensions Dimensions
Height 118 mm 14,646 In Hngh, 117mm1comin
Wldt 228 mm 18,976 In width 176mm16.929i,
Dept, 57mm 12.2"In D.PN 191mml7.12611
Gr0wM6aeWDlemner 5-10197In Ground We.Diameter 5-10,1971n
M.urting pip.Diameter 42.6-122 mm Mourdng Pipe D*rMw 42.4-122mm
Range Range
TO SCALE
r�
6610/6651 BBU DETAIL NOT TO COMMSCOPE STX61742T-43 DETAIL NOT SCALE SCALE 4 COMMSCOPE SQX6192342Q DETAIL NOT T
SITE NUMBER: SINY001763 AT&T
SITE NAME: 1040 B HORTONS LANE OF
Nt y
+�.�.�� CONSTRUCTION DETAILS
smart)ink : : ice Trylon
AT&TNlft=NOWI m '¢ (2024 UPGRADE)
F 1040-B HORTONS LANE ,�.;�14 �a SITE NUMBER SHEET NUMBER REV
10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 0 04/13/24 ISSUED FOR REVIEW SHA gGrE5610NP
60 WEST AVENUE ANNAPOUS, AID 21401 IRVING, TEXAS 75038 SUFFOLK COUNTY SINY001763 A-2 0
WAYNE, PA 19087 1-855-669-5421 REV DATE DESCRIPTION BY
— We MIA INPUT WDRNINEET.INDOOR 811E POWER ESTIMATE TOM
Reg— HE
wl— NYCMNJ �MMA1Y—A0EOC pLAITSPECUIED
FA: 101110. .NVOC Ep11PAEN1 LOAD: 0WTTS • OAIVt rtHa ESTIMATED SITE MAMAC LOAD(A-1:1 1»AS A6P3
U91D: 111131 I6VDC EGtIRIENT TOAD: +4N WATTS Sl1 AYPt rtMV EONIMTE2.OAlE—1 MUffKENT
LOutbn Novic 1w...—Lm. YVDCEWBNaNT Lo•D: awArn oAMM rtav
DwO CRM NL6tl: Y1»21 NO NC011DMY NV LOADi OC COMVpRIER ereTBIMOT REOURED E6TIIMTEDCMADITYR�1161W: 16 RW
C—PMNO WrynA NOwAI TOTK PRYMY4V LOAD: 11)N WATTS tI1 AAPM rtYV 01MR IX.'OOIlAATM C•pACRY`. a KW
PACE U08ID:. ARNYJON») --UIOR6elTCAPACnYWFPIOENT
DL PLAMT:lmPMOn iTO aYpC NM6vn]N PNM NOA Nf0.16130 EDIRE ENOlOE11VROSTSTEIR LTOM CODL6Mi
uae wwT)PLNNI: Mc•pIOIR+
YV RECTFIFA8 RE021REDgH} 10 OpECNED ENVROMENTK MIEM. 10-TOMe
JOV RECTK6:R SLOII: N lSTMMiF MUPFICLNT NVACCNACITY
GONY.TYPE:UMNERBK MlAT3-RKNTT]RECT MIOTS16HFlf DAM EE U6lDFd COIV
.NVCONVERTERSREOIIREO: 0 OIOOG COHVERTFRM REWREO
FNItl NaN6: .NVfLOT1 12 SIODC CONVERTERS PEWREDI
ESTMATED SATTERYREU-R TE!!
t tTO•H pV MlAM1M• +A HWRM (ON•RTE GENERATOR 2 HOUR NI14w1UM
9TEP 1: ENTR1 AM !MINSIONT III DC OPERATING VOLTAIRE.
OK I ALUNPAN WLTNE — OTY TNRFANPINCPAw KPA)EOPT. vOLTAOF Kin
STEP]: ENTEADCPLAMTYFlMOMDROPd NAIENW LTE EWIPAENT I L........lWPMEtt rx;t2 mmlN mcq FRAAEI N 0 oaT USER SPECIFIED OC EQUIPMENT VOL --
IOENRC'.NVa NVOC N/VR CAHM•lLECTlDi01AMY OO NARI 1 6YAAOn LTE]+0Sfi80t BBUt D. p S e MU3020 L1EBW NAYF O•CEYy Y 0 0 A ew 1>d1WIMNAII » 0 00 L 0
HnwwOn iiD aVOt NpOuM nI PNMeooA xE41a20 0 L1E R8a880t MU 2DW p 0 0 NNNi6 —ILTEAIM.AS",AMW) N 0 N 0
YVRREIMYOO IIANT MplCPEO 0 EOYAw—.-iR%90t-1 DUW Y 0 0 NOW i3W GnrN1%LAMM,ABIf10.AYiT1 0 PaRw1IPn121mAYIM.wFM6E) M 0 0
DCPLAMCWi TONGNMEREVENEDOHMILANTNORNa+EETI 0 ENusn LTERB>ti6pI BBU-,— Y 0 • N F!i-1C+RYNICJWlINMAMLO.ASOAI 4 0 Pw1rwE0YYMMY » 0 0 a 0
h@2A:TNM lTlp ONUY{HONK P'VINLRIC•OC PlA11T PLANTTWENAt MEENOELECiID: 0 . ---LTE RS60e01-1-20Va a 0 0 Pwww t]O WRYXOIi m 0 0 a 0
0 En XU a ! 0 PoOwAM ttlAVp/1NIN N 0 0 : Y p
o ErcIAm LTERNER'. a 0 • tl 0
0 W11 PI1 Cab Y • 0 COt»IVp DA/MCM 66eSY » 0 0 : a 0
TIa6TEpoNLY6MOMMPTYCOOPYIN DCPWIi pIANi TYPEMY MlEM0KEC1lN 0 FOaO MV CRe F. 0 0 =l26 MDACSCPAMxhft M 0 0 - 0
ONe OBIICvd q 0 e 0
0 Y]e BBUCMO N • 0 N 0
{T!P]: 00 YOU WANTT0006M1120.EA STANDARD ftAND#LONE DC CONVERTER BYMEI» M 2 FOSS 88UCAM a m 48 0
NOTE FIOUSELECT'YANYMEOPAMDM PLANTCONVERTEROPTONS MLM B ASMD 0 Y)O S— a 0 0)Y ANC.CnLwm T u 0
0 .1—CAM AR p tU T)M SWD Y 0 Y
1 6eta SMCaTI1Y a • N 0
0 YPINe00MWewNM SMR21-MM A• 0 TOTKUMERSp MINATT3:1
0 AINIPRtlNMVQtlOalMM.000 q 0
o rwYm6RvvTxRoam N
ST6P1'. ENTER INDOOR IN E MUILDINGSNELTER DATA, 1 D2IOSND Me00 N »f
IERYAN ONYOA wId.1-1.ft—1 LOAD ukuxlbnl 0 c—MVEF»At SLAG a 0
SELECT STn ENCLOMURE TYPlt MUE pTr MOOIrt YOLTA•E r1•Tn c DASR-00+ a 0 n UOERSPECNIEDACEWIPRENT
FY xv
SPECTOTK ACEMAl FLOORMPn1E FEET): II 1 0 2AY(0) 0 SW
) RE 0 0 CNw 15]10 E06 MOlET)YIDI Y 0 OO 0A
0 21NOp»I 4 • 0 CIFO INN NSI SA/ ) Y 0 0 0
0 ;txwIwM 46 e o e
STEP 6: ENTER MT.NVAD MTeM UTA: 0 DUMIUR 4 0 0 'TOWM —EP+1) N 0 0 0
o lee Gzt a e 1 GENERC EeMaM ND N o a
0 2Atl8E tl 0 0 GENfwcIOOIO3A^DINm' A6 0 o e
apEcxYWRvroLML cOONIP UNMA;NnR, NYAD 6 p2 p mEm a 0 0 f2ENERCRETOR— p 0 0 p
MpEc-MDMDUK ca06R!UNI i.- 6RMLCoOYeSN- 11I. I o —m(Lt a 0 o MHERCRW Y e o s
SPECIFY INDNMWL COON).w..mm- 0 2Stl SI(LP) N 0 / OENERC m—DEMFM N N 0 0
SPECIFY IMONOUKCORMp UNRONTLR: 0a
0 0 OFNERC O.M a,.— N a0SPECIFYINN MUKCWRHIUNO,CNTM- �d 0 ) tl 0 0 OEOEIOC TOww LMMryIOC, Y • TOTKUMOLYICPMDNYAoI0 0 NNeO Y0GCM002011me THERE an NYAC HEATMG UNITS, aw •IlGT R6•b011••I wLncF warn 011MtloplueATOTAL 6PECPED MM HVAC: 131012{ ESTMATEDHVACREOUREMENT: STONS COpAKi p RRUM12.A2 Y 0 0M Sq ANE a 6 0 ilS-te CARXw 4 0MUM22M6 It o 0361N M26"—a Y • 0 FL%,21 CAM0 RRUs 02 MO AS 0 0BN N0 0 —2CWnM N 0
1,Mn CRMnH M SLECTSO USER Raw TO VERPYOENEMTI01 RONKMM 0IRU6.. N 0 0Yw10 W]OANCA 0
MwREOTHIIWON MAMYCONTROLLER. 1, RRL161Ao28e6Y26 N 0 0 AAPSPOHeAEWE 0 0 C:•.nscnq aMNVDC CwN IPS CONVJe311 Y 0
DC LOADS FM SHELTER ENVMOMNTK6YMTEMt ARE AOTOANTICLYADDEDTO THE 0 RRU 4158t5 N 0 0 i00N10N2M1lE2PAMllb1 N 0
DC PLANT LOAD .: Astus-3m Y +6a 0 MMT)ABM AE 0
0 RRUAANMO a 0 0 OW77 AZOVl 4 e
p YTe M+2 p 0 0 MMA TMOK N 0
0-6, ENTENSITCSTATNNIARYMNERATOLOATA 16M14»811 Y na • ANh.M1IlM r,))AE00 0
DOME ME HAVE A STATEnMYOENEMTOIT DC OENEMTCRS�R(YW: N 0 I MRAATEM a 0 0 t AV8g1P—.16'GO 4 0
l8T/NT[DCNACrtY REWNLO: 16 NW OlNSST C•PKRY E%CElAlD 0 fRlE E28» 4 0 0 n)T A20W 4 0
p RRUS»120» AI 0 p SAFn)n1)AW A• •
STBP): EDTERSOl SATTESYCONFIRURATpMMATA 0 RRUS YA08S8t2 Y 0 0 Av8aY6 D{BIORe AHfl RE 0
S!URCT MMLE tT11ROMATTERYC—.-(A1": 1T0 RRIM SSN 820368 AE I, 1 AvfcIY DOANAnTANOMI AJOOA 10 a
SPEC-TOTKWANTT'WE"CERYMTRPaS: 2 0 RRUS-3.1.06 a 6
TGiKSOESATTERYCAPACDYUW): 3A0 0 HIUa22 — 11 0
NOT[:tTANOMOSATTi0.YCA•ACRYNM SIEN M[CIP#D 0 . B25.eee Y 0
TOTE I2 VOL*v9,gOL—TTEAES A WN B,rryry I SOJ,naio a p
EBTWTFO MATIERYRESFRVE THE +A lHou.8 I (errs GlNf[TI AN 1",Mro N 0
1NiB25,Sa Y 0
0Rl81NTM 6TA6NNIARY OENSliO 0 1➢101111034xi2 N 0
EpUP0e0 MSVeNv DC PNM(NE0200e0)FO+P-Y412W OTa 5.O dRMNCi I,—Wtlnrce,wmOMeNr OMn 20RnR1 0 LPPU—mma a 0
lea AH bNww o TRli62xweN ) tl s
A atlNr IaLNIION rVtl,lAOAcy DC pYMl ltyp!deYA0Nap0 MM OApery dAcamt bneken�200 empP sneX Wane ro YAAINM a
HMrAwtN AHOPMI4 0 MNOMY N 0
NtPm Y 0
-Al Il"I WITHOUT A{TATNNNARYGENSET AM— 4
.aNTw ngINAI60 wWI rouO a+OMwY nA1r.M. 0 r RRu eaaln a p
n :rRus.AN S21Eq q 0
e ,Aa Namaa RAu.ewN nNND 16 0
WE POKER CKCUI.ATIONT -VERMON6.3e F—q?,»21 0 SMRM, Y 0
ANYaN1FONa PLAAt[cOMrACT RIGl SI00lAO IRS662MATTGOIA • RIM,—ff,?D N 0
Ya NlDMIC06nIDa(6S p nN
_. RRUNNwlxarrM 4 f6R
0 ,1RUYtl3YM11P.IWO a e
ax110e0 Rg63M N !]2)
0 { N+P MITI) N
o RAOYl1MN,M2P Ae o
0 I NT2 wm.mM 4. a
SITE DATA INPUT N.T.S.
SITE NUMBER: SINY001763 AT&T
_ SITE NAME: 1040 B HORTONS LANE _ (�0F NFw'o
� P o�•* 9 SITE INPUT DATA
AT&T smartlink �ii� Trylon m w (2024 UPGRADE)
• • 1040-B HORTONS LANE FD AI4.I9.;/' SITE NUMBER SHEET NUMBER REV
31
10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 0 -/13/24 ISSUM FOR REMEW SKA gOiEss+o""�
60 WEST AVENUE ANWOUS, MD 21401 IRVING. TEXAS 75038 SULK COUNTY SINY001763 E-1 0
WAYNE, PA 19087 1-855-669-5421 REV DATE DESCRIPTION BY
NOTES:
AT&T GROUNDING STANDARDS TO REFER TOO:
1. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS
ATT—CEM-23001 BELOW GRADE.
ATT—TP-76416
ATT—TP-76300 2. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE)
f2 AWG GROUND CONDUCTOR ATT—CEM-18002 SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND
FROM ANIENNA'S (TYP. EACH UNM ATT-002-290-531 CONNECTIONS.
(ATTACH PER MANUF. SPECS) ATT-002-290-701
3. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES,
FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN
(1) (1) ACCORDANCE WITH THE NEC.
4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE
ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY
BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE AND
UL APPROVED GROUNDING TYPE CONDUIT CLAMPS.
5. GROUND CONDUCTORS USED IN THE FACILITY GROUND 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 PLASTIC CONDUIT SHALL BE USED. WHERE USE
OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON—METALLIC CONDUIT
\ PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE
BONDED TO EACH END OF THE METAL CONDUIT.
/2 AWG \\\ \ 6. ANY EQUIPMENT, BOX, SKID TO BE GROUNDED AND DOES NOT HAVE A
(3) , (3) \\\ \ DESIGNATED GROUND CONNECTION SHALL BE DRILLED AS NECESSARY TO
(2) )� J /2 AWG GROUND CONDUCTOR \ \\ \ / CONNECT A GROUND WIRE. REMOVE PAINT IN AREA UNDER LUG. APPLY
ANTI—OXIDANT COMPOUND AND CONNECT WITH TWO—HOLE, COMPRESSION
FROM RRH'S CM. EACH UNIT) LUG.
(ATTACH PER MANUF. SPECS)
7. GROUND BARS SHALL BE TINNED COPPER AND SHALL BE ENGRAVED OR
IMPRESSED "STOLEN—DO NOT RECYCLE" AND/OR "PROPERTY OF AT&T",
RAD CFNIFR O 22'—W MFR RAD CE O 82'—D' �� �_� ETCHED OR STAMPED WITH SITE FA LOCATION AND SECURED WITH
�2 N R FOR EACH SURGE SUPPRESSORD(I GROUND BAR TING MASTER
ANTI—THEFT HARDWARE.
(ATTACHE PER MANUR SPECS.) ❑
� ' 8. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL
/ RESISTANCE TO EARTH TESTING FOR GROUND ELECTRODE SYSTEMS.
/ TESTING SHALL BE IN ACCORDANCE WITH IEEE STD 81.
I 9. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL
GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5
OHMS OR LESS. WHEN ADDING ELECTRODES, CONTRACTOR SHALL
��� MAINTAIN A MINIMUM DISTANCE BETWEEN THE ADDED ELECTRODE AND
ANY OTHER EXISTING ELECTRODE EQUAL TO THE BURIED LENGTH OF
THE ROD. IDEALLY, CONTRACTOR SHALL STRIVE TO KEEP THE
SEPARATION DISTANCE EQUAL TO OR LESS THAN TWICE THE BURIED
LENGTH OF THE RODS.
10. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED
EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH
GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE
FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS
EQUIPMENT.
\ 11. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL
\\ NOT BE USED FOR GROUNDING CONNECTIONS.
0 0 \\\\
NEW SECTOR GROUND \\\ 12. EACH INTERIOR COMMUNICATION CABINET FRAME/PLINTH SHALL BE
BAR (M.) \\\ ELECTRICALLY ISOLATED FROM GROUNDS AND SHALL BE DIRECTLY
0 0 \\\\\ CONNECTED S E CELL REFERENCE BAR
R 8 AWG OR
CEM RAD TER O 02'-0' Ae 92'-0' RAD CENTERLARGERTRAND D GREEN GROUND WIRES.
ER O 82'—D' \\\\\ 13. GROUND WIRING INSTALLED OUTDOOR EXPOSED SHALL BE 6DOV, GREEN
0 0 \�\\ SUNLIGHT RESISTANT UL LISTED TYPE THW OR THWN OR XHHW,
ANNEALED, TINNED, OR UN—TUNNED CLASS B OR CLASS I STRANDED
COPPER, SIZE 6 UNLESS OTHERWISE SPECIFIED.
14. GROUND RODS SHOULD BE SPACED AT APPROXIMATELY TWICE THEIR
LENGTH AS PER ATT—TP-76416 SPECIFICATIONS.
GROUNDING LEGEND
MECHANICAL CONNECTION
EXOTHERMIC CONNECTION
SECTOR GROUND BAR REUSE EXISTINKSITE
GROUND WIRE TOWER GROUN
ANTENNA GROUNDING PLAN S&X: 3/4•-''-0.111z171 EQUIPMENT GROUNDING PLAN SCAT E: 1/4•-1'-0•(11t<17)
o .5' 1. 2 0R 1-1 2•-1•-0• 22■34 0 2' 4' 0R 1 2•-V-0. 22X54 2
SITE NUMBER: SINY001763 AT&T
SITE NAME: 1040 B HORTONS LANE FNFIyyO9 GROUNDING PLAN
AT&T �smartl i n k �: :� Try Ion W (2024 UPGRADE)
1P 1040-B HORTONS LANE 4.19;± o
10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE SURE 120 SOUTHOLD,NY 11971 �ggOF043+'� ��e? SITE NUMBER SHEET NUMBER REV
60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING, TEXAS 75038 0 04/13/24 ISSUED FOR RFYIEW $FAA E391�N
WAYNE, PA 19087 1-855-669-5421 SUFFOLK COUNTY REV I DATE DESCRIPTION BY SINY001763 G-1 0
USE PERMANENT MARKER TO DRAW
THE LINES BETWEEN EACH SECTION
AND LABEL EACH SECTION ("P","A",
"P-) WITH 1" HIGH LETTERS.
4"X1/4" SOLID COPPER BAR
PARALLEL EXOTHERMIC WELD
EXTERIOR GROUND RING, (CADWELD® THERMOWELD® OR
3 AWG SOLID, BARE, TINNED EQUIVALENT). °
COPPER GROUNDING ° o o Io0 UTILIZE EXISTING GROUND
NO "SLAG OR INSULATOR T" (90')—WELDS ALLOWED. ° 0 0 ° 0 0 BAR ON WALL OR TOWER.
CONDUCTOR ° 0 °A° IF EXISTING GROUND BAR
DEFORMITIES ALLOWED °�P° 0 °0 IS FULL THEN CONTRACTOR
DE ®0 ° SHALL PROVIDE A NEW
GROUND BAR
TWO-HOLE, LONG BARREL COMPRESSION LUG WITH
MINIMUM BENDING #2 STRANDED COPPER CONDUCTOR AND GREEN
THHN INSULATION TO GROUND BAR. ROUTE
RADIUS 6 INCHES, CONDUCTOR TO MASTER GROUND BAR. AND O O O O O O QO
CONNECT WITH TWO-HOLE LUG, O O O O O O QO O
(12 INCHES PREFERRED)
TYPICAL EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN
IDENTIFICATION TAG ATTACHED Al EACH END THAT WILL IDENTIFY ITS ORIGIN AND
BRANCH, 2 AWG SOLID, DESTINATION. jGR'0UND
40 TO GROUND RING VIA BOTTOM
BARE, TINNED COPPER BAR AND INTERMEDIATE
GROUNDING CONDUCTOR SECTION "P" - SURGE PRODUCERS ROUND BARS AS REQUIRED.
CABLE ENTRY PORTS (HATCH PLATES)
GENERATOR FRAMEWORK (IF AVAILABLE)
TELCO GROUND BAR
COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND
+24V POWER SUPPLY RETURN BAR (#2)
-48V POWER SUPPLY RETURN BAR (#2)
RECTIFIER FRAMES
TYPICAL EXTERIOR GROUND RING CONNECTION NOT TO NOT TO NOT TO
SCALE GROUND BAR SCALE 2 SECTOR GROUND BAR 3
MAINTAIN (3) EXPOSED INSPECTION WINDOW IN BARREL, MAINTAIN (3) EXPOSED CLOSED BARREL, REQUIRED FOR
THREADS MIN. (TYP) REQUIRED FOR ALL INTERIOR THREADS MIN. (TYP) ALL EXTERIOR TWO-HOLE
TWO-HOLE CONNECTORS CONNECTORS
rraE yg TYPE 2-vA-2 ]ypE� TYPE YA-2 TYPE GY NUT (TYP) HEAT SHRINK (CLEAR) NUT (TYP) BLACK HEAT SHRINK UV
RATED
S/S SPLIT WASHER (TYP) GROUNDING S/S SPLIT WASHER (TYP) GROUNDING
CONDUCTOR CONDUCTOR
S/S FLAT WASHER (TYP) S/S FLAT WASHER (TYP)
"NO OX" (TYP) GROUND BAR "NO OX" (TYP) GROUND BAR
BOLT (TYP) BOLT (TYP)
]�f� TYPE VN TYPE NC TYPE ss TYPE GR
BURNDY TWO HOLE LUG WITH LONG BARREL FOR #6 BURNDY TWO HOLE LUG WITH LONG BARREL FOR #6
STRANDED OR EQUIVALENT STRANDED OR EQUIVALENT
BARE WIRE TO BE "NO-OX" AT BOTH ENDS BARE WIRE TO BE "NO-OX" AT BOTH ENDS
TYPE VS TYPE VB TYPE TYPE GT NOTES, NOTES,
1. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL. 1. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL.
NOIE: 2. COAT ALL SURFACES WITH ANTIOXIDANT COMPOUND BEFORE 2. COAT ALL SURFACES WITH ANTIOXIDANT COMPOUND BEFORE
MATING. MATING.
1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR 3. ALL EXPOSED EASILY ACCESSIBLE GROUND BARS SHALL BE 3. ALL EXPOSED EASILY ACCESSIBLE GROUND BARS SHALL BE
SPECIFIC MOLDS To BE USED FOR THIS PROJECT. TAGGED "DO NOT DISCONNECT". TAGGED "DO NOT DISCONNECT".
2, MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. 4. COAT ALL BARRELS WITH ANTIOXIDANT BEFORE CRIMPING. 4. COAT ALL BARRELS WITH ANTIOXIDANT BEFORE CRIMPING.
CADWELD GROUNDING CONNECTIONS NOT TO NOT TO NOT TO
SCALE 1 4 INTERIOR GROUND BAR LUG SCALE 5 EXTERIOR GROUND BAR LUG SCALE 6
SITE NUMBER: SINY001763 AT&T
L �;� SITE NAME: 1040 B HORTONS LANE (�OFNEW
� y�
�--� AT&T @�smaftlink % i Trylon (O24 U DETAI)S
,\ 2024 UPGRADE
w 1040-B HORTONS LANE a"oA +oia+�` e?° SITE NUMBER SHEET NUMBER REV
to CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUtrE 120 SOUTHOLD,NY 11971 gOFEss ON*
60 WEST AVENUE ANNAPOLIS, NO 21401 IRVING, TEXAS 75038 0 04/t3/24 155UFD FOR RENEW
WAYNE, PA 19067 1-855-669-5421 SUFFOLK COUNTY REV DATE DESCRIPTION4�Byl SINY001763 G-2 0
Sector
RE"
as"
77T
F Vigo Vigo
mmmm
wwwn 4446
s D C,vU C,Band
44 7 4407
_. gg
.l
tm f
i
Cl- ALA.
RF PLUMBING DIAGRAM ALPHA SECTOR
N.T.S.
SITE NUMBER: SINY001763 AT&T
�„�•� SITE NAME: 1040 B HORTONS LANE �E0'NEwyOq� PLUMBING DIAGRAM - ALPHA SECTOR
�---� AT&T smart{ink �ii-* Tr y I o n m w (2024 UPGRADE)
1040-B HORTONS LANE Foq '11 �° e?2 SITE NUMBER SHEET NUMBER REV
04
�.�.� 10 CHURCH CIRCLE 105 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 0 04/13/24 ISSUED FOR RVAEW Ityl
60 WEST AVENUE ANNAPOUS, MD 21401 IRVING, TEXAS75038
WAYNE. PA 19087 1-955-669-5421 SUFFOLKCOUNTY REV DATE DESCRIPTION SINY001763 RF-1 0
sector B
� 4
? oft
Tf
r w. i --oftillllftr W r m m
•w1m ww:n
LIT
low—
:sx
P
Dow ar t
C)G faaftnuNiCn
RF PLUMBING DIAGRAM BETA SECTOR N.T.S.
SITE NUMBER: SINY001763 AT&T
SITE NAME: 1040 B HORTONS LANE OF NEryy
�� �� PLUMBING DIAGRAM — BETA SECTOR
AT&T s m artl i n k �: :�; Tr y l o n m =w (2024 UPGRADE)
• 1040 B HORTONS LANE �oA 04 '14' �? SITE NUMBER SHEET NUMBER REV
10 CHURCH CIRCLE a F047 P
1825 W. WALNUT HILL LANE, surTE 12o SOUTHOLD,NY 11971 0
60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING, TD(AS 75038 0 WI/t3/24 ISSUED FOR RENEW SHA ess�o"
WAYNE. PA 19087 1-855-669-5421 SUFFOLK COUNTY REV I DATE I DESCRIPTION I BY SINY001763 RF-2 0
sedw G
T TT
47 I
III ) IIII
4490 4415 ,: a47n
'1
t C
RF PLUMBING DIAGRAM GAMMA SECTOR N.r.s.
SITE NUMBER: SINY001763 AT&T
_ SITE NAME: 1040 B HORTONS LANE oFo�E" o
��. •�s s4 ,�.�Y9� PLUMBING DIAGRAM — GAMMA SECTOR
� AT&T s m art l i n k �ii Try ion _ (2024 UPGRADE)
1040-B HORTONS LANE sFoA ,i4 �2: SITE NUMBER SHEET NUMBER REV
10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 0 04/13/24 ISSUED FOR REVIEW SHA HOvess�oN"
60 WEST AVENUE ANNAPOLIS. MD 21401 IRVING. TEXAS 7503e SUFFOLK COUNTY SINY001763 RF-3 0
wnrnE, PA 19087 1-655-669-5421 REV DATE DESCRIPTION BY
MAILING ADDRESS:
PLANNING DBOARD M SABERS � � ry
P.O. Box 1179
DONAL J.WILCEN
� w Southold, NY 11971
Chair '
OFFICE LOCATION:
WILLIAM J.CREMERS Town Hall Annex
PIERCE RAFFERTY � � 54375 State Route 25
JAMES H.RICH III �� (cor.Main Rd. &Youngs Ave.)
MARTIN H.SIDOR �Cou Southold, NY
Telephone: 631 765-1938
www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Michael J. Verity, Chief Building Inspector
From: Heather M. Lanza, AICP, Planning Director
Date: July 18, 2024
Re: Planning Department Report
Wireless Upgrade: AT&T at 1040B Hortons Lane
1040B Hortons Lane, Southold, NY
SCTM#1000-63.-1-10
The Planning Department has conducted a review of the proposed upgrade to an
existing wireless communication facility pursuant to §280-74 B (2) and has received a
report from our wireless technical consultant, CityScape, Inc. (see attached report).
The proposal is to upgrade the existing AT&T antennas and ground equipment at this
site. The proposal is in compliance with the General Requirements of§280-70. In
addition, this proposed equipment upgrade complies with §280-71 (A)(2)(b) as it causes
essentially no visible change to the exterior and the base station equipment conforms
with §280-71(A)(2)(a)[2].
Therefore, we recommend a Building Permit be issued for this application as soon as
possible to meet the Federal shot clock for approvals of wireless facilities.
Thank you for your cooperation.
Attached: CityScape Report (July 12, 2024)
From: Cerezo, Mara
Sent: Tuesday,July 16, 2024 8:09 AM
To: Westermann, Caitlin
Subject: FW: Southold Town, AT&T Upgrades, 1040B Hortons Lane, SCTM#63.-1-10
Attachments: NY.Southold.ATT.1040B Hortons Ln.Mod.7.12.24.pdf SvjbP
P, L. i BC MC
For Incoming Mail RECEIVED
I..............._. .__. ..
From: Elizabeth Herington-Smith <elizabeth@cityscapegov.com> 'JUL , de 2 `
s
Sent:Tuesday,July 16, 2024 7:55 AM L. .
To:Cerezo, Mara <marac@southoldtownny.gov> bout i d wn
Planning Board
Subject: Re: Southold Town, AT&T Upgrades, 1040B Hortons Lane, SCTM#63.-1-10
I'm so sorry this took longer than I expected.Attached is our report for the referenced application. I let the applicant
know yesterday that we were sending our report to you. Let me know if you have any questions.Thank you!H
Best regards,
Elizabeth Herington-Smith
VP/General Manager
Direct Line:561-541-3104
CITYSCAPE CONSULTANTS, INC.
Toll Free: 877-438-2851 Ext.102
wravws't sc Pe ov.c0M
i
Town of Southold, New York CkyScagm
C O N S U L T A N T S , I N C
Telecommunications Site Review 2423 S.Orange Ave#317
Modification Application Orlando,FL 32806
Tel:877.438.2851 Fax:877.220.4593
July 12, 2024
Mara Cerezo, Planner
Town of Southold Annex Building
54375 Main Road
Southold, NY 11971
PROVIDER/ID/NAME: AT&T/ SINY001763 / 1040 B Hortons Lane
ADDRESS: 1040 B Hortons Lane
LATITUDE: 41.065583 N LONGITUDE: -72.432667 W
SCTM#: 1000-63.-1-10
Dear Ms. Cerezo,
At your request, on behalf of the Town of Southold ("the Town"), CityScape Consultants,
Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered
the merits of the above-referenced application submitted on behalf of AT&T Mobility
("Applicant")to modify its equipment on an existing ninety-five (95)foot unipole (aka slick stick)
concealed tower. The tower is located at 1040 B Hortons Lane, Southold, NY 11971, see Figure
1.
Support Structure & Equipment
Per the submitted construction drawings (CDs)t the Applicant has equipment at the ninety-
two (92) and eighty-two (82) foot levels of the tower and proposes removing all equipment at both
levels. It is proposed to install three (3) new antennas and six (6) new diplexers at both levels of
the tower. Final tower mounted configuration is detailed it the table below and in Figures 2 and 3.
TOWER MOUNTED EQUIPMENT
# FINAL Configuration
6 Antennas: CommScope KVVSS-65A-R3
12 Diplexers: CommScope STX61742T-43
24 1-1/4"coax cables
6 DC power cables
It is proposed to remove and replace all lines connecting the tower mounted equipment to
the ground equipment. On the ground it is proposed to remove and replace remote radio units
(RRUs), add diplexers and ancillary electrical equipment all within the existing equipment shelter
located in the existing lease area, see Figure 4.
I CDs prepared by Trylon Rev 0,"Issued for Review"dated 04/13/24, signed and sealed by a New York registered
Professional Engineer.
Town of Southold—SCTM#1000-63.-1-10 CKYSCape
AT&T/ 1040 B Hortons Lane
Page 2 C O N S U L T A N T S , I N C .
Structural Anal
The Applicant submitted a Structural Analysis Report prepared by Kimley Horn, dated
May 1, 2024. The report used TIA-222-H, Risk Category II and Exposure Category C standards
and concluded, the tower and its foundation have sufficient capacity to carry the existing and
proposed load configuration without modification. The max structure tower rating is 47.8% and
the foundation rating is 95.9%. Both percentages fall within the allowable 105% which is
determined to be structurally compliant,see Figure 5.
Since the existing mounts are being reused the Applicant submitted a Mount Opinion letter
prepared by Kimley Horn, dated May 1, 2024. The report concludes the mounts are sufficient for
the proposed equipment change, see Figure 6.
RF Exposure Safety
The Applicant has on file a letter dated August 7, 2013 stating AT&T will comply with all
FCC rules regarding human exposure to radio frequency energy and AT&T will comply with all
FCC rules regarding interference to other radio services.
Summary-Approval Recommended
Cityscape verified this application to be an eligible facilities request and meets the
definition of a non-substantial change ("substantial change" being defined in 47 CFR
§1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing
at staff level under 47 CFR §1.6100(c) and Cityscape recommends approval of the application.
I certify that, to the best of my knowledge, all the information included herein is accurate
at the time of this report. Cityscape only works for public entities and has unbiased opinions. All
reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding
the structural analysis reports, Cityscape verified that the proposed appurtenances shown by
Applicant's construction drawings were listed in the structural reports, but did not independently
verify the calculations, statements or the appropriateness of the analysis criteria contained therein.
Town staff should verify compliance with applicable building and fire codes prior to issuance of a
permit for this modification.
Respectfully submitted,
aJ6)41
Elizabeth Herington-Smith
VP/General Manager
Cityscape Consultants, Inc.
Town of Southold—SCTM#1000-63.-I-10
AT&T 1040 B Hortons Lane C��`��
Page 3 C 0 N S U L T A N T S I N C .
Del-orme Street Atlas UW,2009
0
rl
S_
Ubeq Salf-Stuage,
W.T]
S-
Southolld
Ot
S 6v
Z7- J1
JASMINE LN
Data use subject to license. ft
0 Del-orme.DeLorme Street Atlas USA®2009 0 180 360 540 720 900
www&lomie.com MN(13 7-W) Data Zoom 15-0
Figure I — Site Location Maps
Town of Southold—SCTM#1000-63.-1-10 cKyscape
AT&T/ 1040 B Hortons Lane
Page C0NS1' 1. 1 ;XN -1 S INC
��TOP_OF EXISTING STEALTH POLE
'r ELEV. O 95'-0" -
TOP OF NEW AT&T ANTENNAS
O 94 0 t AGL -
OF NEW AT&T ANTENNAS
ELEV. O 92-0-0"f AGL
4
TOP OF COMPATIBLE CYLINDER ELEV. O 85'-0"t AGL NEW AT&T
(6) COMMSCOPE KWSS-65A-R3
OF NEW AT&T ANTENNAS ANTENNAS
`r ELEV. O 64-0: AGL - (6) STX61742T-43 DIPLE(ERs
OF NEW AT&T ANTENNAS ELEV. O 82-C"t AGL
_�TOP OF COMPATIBLE CYLINDER
'r ELEV. O 75 0 t AGL
TOP OF COMPATIBLE CYLINDER
O 65 :AGL
_�TOP OF COMPATIBLE CYLINDER
`r ELEV. O 55'-0"t AGL
TOP OF COMPATIBLE CYLINDER
045'-0"t AGL
(3) 16 PAIR RBER TRUNKS
(24) NEW AT&T 1-1/4- COAX CABLES
(6) NEW PWRT-606-5 30- LONG DC TRUNKS
USING EXISTING CABLE ROUTING ON SMOKESTACK
EXISTING 95'-0" STEALTH POLE
i
i
- REUSE EXISTING SITE
TOWER GROUNDING
----------------------------------------------
SCALE:3/32'-1'-0'(11.17)
17 (OR)3/16'-1'-0'(22.34)
Figure 2 — Tower Elevation Drawing
Town of Southold-SCTM#1000-63.-1-10 cKyscape
AT&T/ 1040 B Hortons Lane
Page 5 C O N S U L T A N T S I N C .
I
v.,
W.nr tw tGli m j se-.s,cc.POtI C xm ��
((a�f]m .rN moms Oos q.*N owDUf N)xev NIN�.�6nei>.n-..t
tll%]iu� A r Ipgnm N Y AOmm OIRLmM ITA.V]M SFC,p)
ar]an ftcronl
`•+ 1f♦ ♦� �f q
Y� �■ m t■■1CM gbt71■frI
twoas(nf.a:to stop
Wa SfFAM OYII[ Wa S,E"M IJit
X'.S1Gr,1 IIXf
ipiFP mCVMV'
EXISTING ANTENNA PLAN ��� ,s., 1 PROPOSED ANTENNA PLAN
Figure 3 —Existing and Proposed Equipment Configuration
�(,]�ii m,d"rN Mo■N,i
pM1+V ro K.■tw0 .2%-twt C-.. t�(11f.d,ra temp
ON■ro n/C W (f,V.v t 1■t 1BN9 v,to f2mV W OmMe
A t RAWm (]),tA tiYYm1.N m]fmI
(,p m SRN wn m IAt
A IBA ialalR�A m
tasnn m' L+]r.a t ita smp mac"n*
irt*ii
mm euw - to aN«].ns wu
�.vtru m+aR
`111 p),n WN ttiu�CXA
I,Ovl1.t0 uN „ N),a aN man.ir-wi
UUL. p�E�M�.t,lm N niL
rt Y/P Ob-.l-m-,Ii IMri' mY (m.6 i iQ t¢,c,p
N 6mn04 ..at c�xwn
1M ,KO],Ip•lIOJ9 CY0.VR
tt mM twSUp MN'RMM]], 'm'
wwlow"wc ra.uK�� PI tm,w Wtm-.w� aYaxo�ioo
m 101gIM-M1
O O lacer■■ O o
is mot■nn■■■mtr
em*w'ro o o n)°m`"`oen"'-.1sr-ae.«cv arq lw.or. O � O
mute: ��N sr�m w we
(> 1f]tme
o o o o o o o o MI oci:-b m a
i(t)ro mll�ue'
EXISTING EQUIPMENT LAYOUT NEW EQUIPMENT LAYOUT
Figure 4—Existing and Proposed Ground Configuration
Town of Southold—SCTM#1000-63.-1-10 cKyscape
AT&T/ 1040 B Hortons Lane
Page 6 CON S U LTA N T S , I N C .
Kimley)))Horn
of New York, P.C.
Smartlink Group,LLC Kevin Fraleigh,P.E.
10 Church Circle 3875 Embassy Pkwy#280
Annapolis,MD 21401 Akron,OH 44333
(508)572-1187 (216)505-8256
Date:May 1,2024
K-H Project#:KHCLE-54844
Comprehensive Structural Analysis Report
Carrier Designation: AT&T USID: 141131
FA Number: 10111678
Client Site ID: SINY001763
AT&T Site Name: 1040-B HORTONS LANE
Analysis Criteria: Code Requirements: ANSI/TIA-222-H,2018 IBC,ASCE 7&AISC 360
Ultimate Wind Speed:128 mph w/0"Ice
Wind Speed w/Ice:50 mph w/1"Ice
Site Data: 1040-B Hortons Lane,Southland,NY,11971,Suffolk County
Latitude 41.065583'N,Longitude 72.432667°W
AT&T Market:NYC/NNJ
94 ft—Concealment Monopole
Lauren Groppi,
Kimley-Hom of New York, P.C. is pleased to submit this"Comprehensive Structural Analysis Report"to determine
the structural integrity of the above-mentioned structure.Please do not hesitate to contact us for assistance with this or
any other projects.
The purpose of the analysis is to determine acceptability of the structure stress level. Based on our analysis, we have
determined the stress level for the structure,under the following load cases,to be:
Existing+proposed+Future:
Proposed Tower Rating: 47.8% Pass
Proposed Foundation Rating: 95.9% Pass
This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2015 International Building
Code.Applicable Standard references and design criteria are listed on Page 2—Analysis Criteria.
OF NEIN 1-
oo� p,RY M O'Q
T
Respectfully submitted by: 4 De ss3e s ,�
w
Zachary A.Medoff,P.E. m r. _ w
P.E.Lic.#108486,Exp.08/31/2026 S Lam=4
Kimley-Hom Of New York,P.C.COA#80369 10s486
v
421 Fayetteville Street,Suite
ROFESSIONP
:rr Raleigh,NIC 27601 : rrr
Figure 5— Structural Analysis Cover Page
Town of Southold—SCTM#1000-63.-1-10 cKyscape
AT&T/ 1040 B Hortons Lane
Page 7 CON S U LTA N T S , I N C .
Kimley>>)Horn
of New York,RC
Smartlink Group,LLC Kevin Fraleigh,P.E.
10 Church Circle 3875 Embassy Pkwy#280
Annapolis,MD 21401 Akron,OH 44333
(508)572-1187 (216)505-8256
Date:May 1,2024
K-H Project#:KHCLE-54864
Mount Opinion Letter
Carrier Designation: AT&T USID: 141131
FA Number: 10111678
Client Site ID: SINY001763
AT&T Site Name: 1040-B HORTONS LANE
Review Criteria: Code Requirements: ANSI/TIA-222-H,ASCE 7&AISC 360
Ultimate Wind Speed:128 w/0"Ice
Wind Speed wl Ice:50 mph w/1"Ice
Site Data: 1040-B Hortons Lane,Southland,NY,11971,Suffolk County
Latitude 41.065583'N,Longitude 72.432667'W
AT&T Market:NYC/NNJ
Existing Concealment Mounts
92 ft&82 ft—Mount Elevations
Lauren Groppi,
Kimley-Horn of New York, P.C. is pleased to submit this "Mount Opinion Letter"to assess the acceptability of the
loading addition on the above-mentioned antenna mounting configuration. Please do not hesitate to contact us for
assistance with this or any other projects.
Per our review,the proposed equipment does not constitute a changed condition per Chapter 15 of ANSIITIA-222-H.
Therefore,the addition is deemed sufficient pursuant to the referenced criteria.
This mount opinion letter assumes the original mounts were designed adequately and in conformance with all
code requirement—
OF NEw y
GNNRY MF�o 0
T
Dn FOB B&
u
Zip a.,ns
Z
Respectfully submitted by: FpA 0B4, 5/ /`0
v
Zachary A.Medoff,P.E. �OFESSO'
P.E.Lic.#108486,Exp.08/31/2026
Kimley-Horn Of New York,P.C.COA#80369
421 Fayetteville Street,Suite rr Raleigh,NC 27601
Figure 6—Antenna Mount Opinion Letter
Town of Southold-SCTM#1000-63.-1-10 cKyscape
AT&T/ 1040 B Hortons Lane
Page 8 C O N S U L T A N T S I N C .
a t M
To; Town of Southold Planning D(2partmerll
Foam: Robert Kohlnnanrn
Professional RAN Cnginaer;Now Gingular Wireless PC$,LLC{"ATUT
Date: Vf2013
Re; New Cingular Wireless PC$,LLC("AT&T-)
Proposal for public wireless tefeovrnmunicatians facility at
Premises-No Num ber Traveler Street.Southold.IVY
SCTM#-1 OW- 0:=I 110
To Ylfhom It May Concem:
This shall seive to coin firm that the frequencies that will be used try r4aw{insular Wireless PCS,
LLC {-AT&T), {Transmit 1965-1970 MHz, 869 •880 MHz, 890 �91.5 MHz, 740-745 MHz,
Receive 1885-1890 MHz,824-835 MHz,845.846.5 MHz, 71 r}716 MHz)In ownection with its
wireless teleccrnmunioabons installation at the above-captioned as exists and as modified will not
interfere.disturb or diminish any emergency mmmunfoatinn systems, or any Jawlully"rdling
radio,television,existio�tg cellular telephone systems and{or recsptian of similar signal€.(or naatixy
properties.In the event that AT&T's equipment does cause measurable interference to any of the
previously mentioned services,AT&T shall use diligent efforts to rernadiate such interference,
AT&T will comply with all FCC rules regarding human exposure to radio frequency energy.AT&T
Ml comply with all FCC miles regarding interference to other ratkl4 services.
Thark you:
Sincerely,
Robert Kohlmarin
Professional RAN Engineer
Figure 7—RF Exposure Compliance Letter
y h,< � tk
10 Church Circle Annapolis, MD 21401v
Date:6/12/2024
Town of Southold
S vb�
Mara Cerezo
Town Hall Annex RECEIVED
54375 Main Road 0
24
Southold NY 11971
�outoC "i'o1�an
Planning Board
I - 10
Ms.Cerezo,
Please find included with this cover letter a check in the amount of$4000.00 per your request.This is
for the AT&T Mobility modification/maintenance project located at 1040 Hortons Lane.
Please advise if you require anything further at this time.
Thank you,
1'frQauil beta
i m
t4 "°$ Lisa Ann Bera
s r
^' Real Estate specialist II
10 Church Circle 414.403.3103
Annapolis,MD,21401 .ka w Ui� r 4,ovw brYli�ileiaykaui, �rra
r ol i1.VPi4.nka(Qu4 r0M
AMEMOSIBEENEW
Link with us. r Y� 4
From: Cerezo, Mara
Sent: Wednesday,June 12, 2024 2:54 PM
To: Michaelis,Jessica;Westermann, Caitlin
Subject: FW: 1040B Hortons Lane Wireless Modification
Attachments: Mount Opinion Letter.pdf; Building-Permit—Fillable-PDF.pdf; Certificate of Liability
Insurance.pdf; Certificate of Insurance Coverage.pdf, Construction Drawings.pdf;
Structural Analysis.pdf
For incoming mail and to update the Laserfiche file for AT&T Upgrades at 1040B Hortons Lane (63.-1-10).Thank you!
HLI M71 pr-t M C
Mara Cerezo,-Planner RECEIVED
Southold Town Planning Department JUN
54375 NYS Route 25
P.O. Box 1179 .! u( d...,lan
Southold, NY 11971 Planning Board
Phone: 631-765-1938
Email: MaraC@southoldtownny.gov
From: Lisa Bera<lisa.bera@smartlinkgroup.com>
Sent:Wednesday,June 12, 20241:34 PM
To: Cerezo, Mara <marac@southoldtownny.gov>
Cc: Michaelis,Jessica<jessica.michaelis@town.southold.ny.us>
Subject: [SPAM] - RE: 1040B Hortons Lane Wireless Modification
Mara,
I am attaching the following electronic documents, please advise if you require anything further.
,es Structural Analysis
,es Mount Analysis
.e5 Construction Drawings
,e5 Application
.e5 Certificate of Insurance Coverage
.e Certificate of Liability Insurance
$m a r t I ' - Lisa Ann Bera
i ' Real Estate Specialist II
10 Church Circle 414.403.3103
Annapolis, MD, 21401 Lisa Bera@smartlink,group.com
i
r /r //'' i
Link with us.
From: Cerezo, Mara < ml w,rac
Sent:Wednesday,June 12, 202412:51 PM
To: Lisa Bera<1J.sa.wbwera@sma: .ljnkgrouwcom.>
Cc: Michaelis,Jessica <g�jc _mich aeL��tcL%gr ? tbc Lde t us, >
Subject: 1040B Hortons Lane Wireless Modification
WARNING:This message was sent from outside the company. Please exercise your best judgement when opening or
responding.
Hello Lisa,
I'm reaching out because we are in receipt of an application for wireless modifications(AT&T Upgrades at 1040B
Hortons Lane, Southold).The plans and supplementary materials include very small font sizes that are difficult to read
and illegible when scanned for our online filing system.
Please resubmit the materials at a larger size.
Also, since this is a proposed modification/upgrade the escrow fee is$4,000. Please submit a check to the Planning
Department paid to the order of"Town of Southold".
We will commence our completeness review once these items are received.
Please reach out with any questions.
All the best,
Mara
Mara Cerezo, Planner
Southold Town Planning Department
54375 NYS Route 25
P.O. Box 1179
Southold, NY 11971
Phone: 631-765-1938
Email: _... . .._..m.w..
Mara southoWtow n g"y
2
Kimley#)'H0'
rn
of New York., P.C.
Smartlink Group, LLC Kevin Fraleigh, P.E.
10 Church Circle 3875 Embassy Pkwy#280
Annapolis, MD 21401 Akron, OH 44333
(508)572-1187 (216)505-8256
Date: May 1,2024
K-H Project#: KHCLE-54864
Mount Opinion Letter
Carrier Designation: AT&T USID: 141131
FA Number: 10111678
Client Site ID: SINY001763
AT&T Site Name: 1040-B HORTONS LANE
Review Criteria: Code Requirements: ANSI/TIA-222-H,ASCE 7&AISC 360
Ultimate Wind Speed: 128 w/0" Ice
Wind Speed w/Ice:50 mph w/1" Ice
Site Data: 1040-B Hortons Lane,Southland, NY, 11971,Suffolk County
Latitude 41.065583' N, Longitude 72.432667'W
AT&T Market: NYC/NNJ
Existing Concealment Mounts
92 ft&82 ft—Mount Elevations
Lauren Groppi,
Kimley-Horn of New York, P.C. is pleased to submit this "Mount Opinion Letter" to assess the acceptability of the
loading addition on the above-mentioned antenna mounting configuration. Please do not hesitate to contact us for
assistance with this or any other projects.
Per our review, the proposed equipment does not constitute a changed condition per Chapter 15 of ANSI/TIA-222-H.
Therefore,the addition is deemed sufficient pursuant to the referenced criteria.
This mount opinion letter assumes the original mounts were designed adequately and in conformance with all
code requirements.
OF NEW y
D06US1 G�PAY MF,6 0
C
D4 6FOB B84
n L
Z
Respectfully submitted by: BOA 108486 5/`
Zachary A.Medoff, P.E. �4OFESS%
P.E.Lic.#108486, Exp. 08/31/2026
Kimley-Hom Of New York, P.C. COA#80369
FA Number: 10111678 K-H Project#:KHCLE-54864
Site Name: 1040-8 HORTONS LANE Page 1
APPENDIX A
MOUNT LETTER SUMMARY FORM
Mount Letter Summary Form
General Info
Site Name 1040^B HORTONS LANE The information contained In this summary report is not to be used
Site Number 141131
FA Number 10111678 Independently from the PE stamped mount letter.
Date of Letter 0 5/0112 0 24
Company Issuing Letter Klmley-Horn
Tower Info Description Date Design Parameters
Tower Type(G,SST,MP) (J1P:;s:��.;:::z,�.>._w,-Y: �M•'`-i.:i<�"' r 3; :T1A-222H ASCE,36U:..:44,
Tower Height to of steel AGL 95'0?"�:,�y„ ^Z;; •i. •= Design Code Used ---.
9 (top ) 4SCE&7t
Tower Manufacturer ValifoJ*t;s -^=f1ti. ,; y�;:•*,'=:+3' '" Location of Tower(County,State = ' 'a;rSi+ftotiNNYt�t,;k:;;';-
Mount Manufacturer NoJ;pdi 12i @? .4 r. ler m7 Ultimate Wind Speed mph " call? ti•s `.
Mount Design trot Pr'.Yicte auLF` x?
g .d..?�}x...r_- � �� Ice Thickness(In) •:r�. - - '�'i=•� ���-- -
Previous Mount Letter NdtwPov ded3 :a ` y.;'" Risk Category(I,II,III,IV) II
Mount Mapping NolfFrouideH".^_r`,"'= ;_.;'�/,.', �,`-'",e�? Exposure Category(8,C,D) C
Previous Mount Mod Drawings Mot:P„`rro"viEds,; _�, ;;;'?�'e!'"?:�'-;,1:i%'; To ogre hic Category 1 to 5) 1
Previous Structural Analysis N"drPr•ovidodk;"•;'1�,x�-=^e-"�, - 09/17/2021
Final Configuration
- -
Antenna Mount ;
Antenna Owner Mount Antenna Height(ft) CL(ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type
AT&T Mobility 92 92 3 Panel CommScope KVVSS-65A-R3 01120/240 Inside Canister
AT&T Mobility 92 92 6 Diplexer CommScope STX61742T-43 Inside Canister
AT&T Mobility 82 82 3 Panel CommScope KVVSS-65A-R3 0/120/240 Inside Canister
AT&T Mobility 82 62 6 Diplexer CommScope STX61742T-43 Inside Canister
FA Number: 10111678 K-H Project#:KHCLE-54864
Site Name: 1040-8 HORTONS LANE Page 2
APPENDIX B
PROPOSED SCOPING DOCUMENT
421 Fayetteville Street, Suite 00 Raleigh, NC 27601 ���
sb ANmM loW eMbbnsLere Pealon: NprWaM T<ap o}Wart SwIMr9
FA 4ttlea: 101116TB Marken NYC
USID: 141131 5ubmarkeC WC/NW
Sib N; SINYWS)63 pips lD: s"UwD DE111 has bepn rnmpleted
Dnrn Aw.Typ: Site AyuLLMon SuplNr: OCtakulator hb been[ompletetl
Dole: CNIISupPMer:
StMIb PeN,Tower MapPlnE is nestled
AYM lab IlwRher PALEMbNwn5er onde PTN NNNntl Prgmn bb SOOD. lob SbtM '"oerY/swood" SPe'owe Ref
WSNY1W48B40 MpNYID4480fi 2-AMQ4 LTE LIERRMSwap In Progress SECONDARY WCS MW AeB 110 MM)E-IITRA Band 3D 131RAN4a25WCRJR
w8NYA104MU MRNYI0a3T61 219U1BUQ SG NR Radb E—SRCMI&D In Prohsa SECONDARY DOD 3.46 GWAIS�C+D IQ MMZ1 Bano nT) Remove
WSl'O.D.ess. MRWIDO37U M.,CDA83 LTE 2C See—W.LTE.2nd— In Progress SEC..ARY 700 MHZ UPPER D(ID MHZ)Bantl 14 (6)5BNH8-1DGSA
WSNYlW4N25 MRNYID44709 218U18W4 SG NR Radio SGNRISRCBAND In Pron.. SECONDARY CMND40HZWB5-C3+C2(S0—)SAldl" (121 COWMAT-OS
wlWOQD,TSIB MRNY3044487 2faUI8NZE SG NR Radb S.h EG NR SDR-250—Can1e1 MProgross SECONDARY` AWp1110—)...d So (3)RAN—D07—
WSWJDB4BW4 MRW;U3S05 218U15/72 SG NR Radio Software ED.SDR-25ollware Lanier In Rope.. SECONDARY 860MHZAI. H(IDMNZ)E4 RA MCS 13)US RON W04R
wSNY1004MSB MRNY10442B7 2191AMMJ LTE LTE IC RRHSwap In Progress PRIMARY iW MWORSEILAWEPB.C(U MIDI E-UIM BAND 17 R.—tNlS/8*Coae
%TWMp4110B MRNYId1488) 2.1AISAMD SG NR Radio SC NRRRHSwaD In Progb.. SECONDARY PCS MW M,A4(IOMN)EJM 6antl2
LaDade: 41.0655833 Fk4bk Dt"CempM NbI wkup TYPa: Gener+br/Bat4ry
Iabhoew; -72.432MB loW 18o1,AM Crrler(LEQ: —(v.e/NPI: Yes
ftNPYrre Type; Unipde EpWpmemL .w,,lhdpr,O,fido.. Indoor
O ha
N4 ANWeMMmMbn: bontM 610.535-U30 before enteriry WnerMor Sibs lyerMai: Yes
P.M..,Structural Analy4le Proybus Moutrt Attil"Is
Uppaer; Engineered Endeaaws lnrurporatetl ,,,,ow. N/A I yp:
Dell: 0419/2002 Dab: N/A /Atlak
Aerbnbge: Unknown forte.:! N/A Nivian
Aeb/i+k PASS P+ss/tad: WA Afiwoft
Mount Rephwmentor MadHkatlen No MA r—'Nol M this b A.......
NNNr: Report onh lntllwtestNt the SA 4IDED.UATE" Re
Seagr or Mount PobHen Aapulnd:
(Op,dbpe Wen nr.v be q.kdi
N OneNO3Y MD M StMuIAaN.a l:recdv.l IAIPSAerwne AmeMmbNro TerBevoleM btlwn en MOy.ETTtl )
OBbr:
INMMerirwtbll sv.Ct—-sk.L.— 1 rmabbn
--_per Leah: IG40 Norton lane Southold,NY 11971 SbaoturoLendterd: New Ci"War Wirekss PCS,LLC,a Murream llmhW llablllty company G—WI.Im pHd: Y51-11,-,a Delaware R-W TiaN1vcomwm
WdbM Power or AtiT pvner SeNwa: AT&T Sbwblre WMiord ceMst lMroadwos: 125S5 CIrMukr Way Suite 1300 Alpharett.,GA 3DOW 0rwnd Lendlord Conlool bformeAeI, 460 East 5wedesford Roed Su1h 3000Wevre,PA 19082
4rJlord sob Name: NYCEWID25 IMPS nemaM/ARbMnlerrt ID, 132143 UAPS n Amentlment lD: 113U3
Do—d—Number; G-1025 Odglnal4ah Common.—Deb: 03/05 010 W rulLeua commenument Deb: 03/05/2000
known 4ndloN Naves:
NPM Number of Ametlmems: 0 Number o}Amendmenw: D
Cunent Pro)ett Laaaing DNpootlon No0ce EHactiva Dah of LeJ WAENettNe O.h of lest WA
M n A
TM.P rat NMe Wrnm lefu Terminrtbn Dab: 0 W 20C1 [urrcnt lexa Termin.Hon OAw: 01/OI/2Ml
Lease Term Renew)Awam+tica w4ten Leah Term Renewal-A.—1 er WrOtw�
Wr
0.E over Fqulpmmn As-aWlt 4aw 3960 RER-G—II SP+n:Aa-Built 4aw Spw 650
OIAer: None S Tce In uare Inch Men wre 1 a r m
IeaseAmkbn ror ATAia Parmbtrd tOt temw Ms meybe Tnam rt a Pe Purpeeo Lew hPNabnMAtaT'a Aermnba 3.Px Uu:S fed[p Netermsa steak, Premkn maYro by TeremM wk
transmissiona,A rece not mmmunimlons I n ins ellali n Ati.n hoibansmissbnA not.-0, dM naN end lb fM wnsbwUon imhnaU
MAD timer arts All—OIO: 0/120/14p RAD CL are 92'antl 82' AtlMonal Grourk K 0
furnnt RMb. 0 Currant AMC 35,722.92
Zon}r13 ZonIrt,Cf (ArbwerYes with D.W1.1 Zoning rat Answer Yes No WO stalls
sbMPwb AestMnn: unlpde mradklbn cone mnromN wrm s.gebn rv/a It M..An orwed.IfaMttMb lyp+regmrtlY.
B
aP/sour vmny cu.nnt cuA/wv sp.c.LL av+naele m as-ode mJtnmg b.
AMsdktbn: town o/5outewld NO)amal2oMrN tequlrtlmon Bk Yea
.MN a
Zonkg OlapgdebnlBPOnH.ZM reaWred, NO Fwmal Zoniry requlrtloron KN AdditlD:wlinuM ap. ,0.p Antenna N/A 6patt la rvaNable lnAHMReriW W.k: Ytl
A ig
o M
T .r er GIP UP: add
Ground,Stwrlure of RooMDSN BdI HAFBYIM RPU'ten bated on pouts And
Are Co-5lh Lbdltbna in fnmp0anb: Yes peauinmMN/IwNln fimRa6om/olke movem anhnna bbtlon Mabuttun,
Iln</radome nqulnnwMr: whit is planning/ranln k Nbw
WA BaDDrava nqu tl
8nown IUNnB Issues.Add NanatNe.
..mPles:A.out of wmpil.—
Ober. Narw If rotwnemly shakh,win new doom be Yb 103P/SVP auDk+d or netlato be renewed, No addition)2nning requlretl
ngWnd)(Add Dow,laryweeE
Amu xonlnE InbttbnA sb OPDwNon,
DIMwn ludtlktbn,la+hot<bck aW Days)
Real Eolete RI a Summary
M
gam; wn of Sownoid FCC/A'!Numpef. SDIN/NWM CMhaoMd:
ost Rwef Row,So lrnraWe NlesibhM 413521swetl2/8/3012 Amok EMEIRIwev•—,10 $wN/MWMA.—
M—."Peemated ike Termer: Yea EMER Intl) SOIN/MWMPropstl:
,. RF Information Leased=Leased,As-Built=Dronc,As-Designed=RFDS)�
nw
Surge Protection Information
Cable/Feedline Information
l.,a.a cpa. A.swh C.. call
TYW 2t TVp. Qq Trya Ql1'
Ise
I
Inlorm.t on
Install: Tv"
(41 VeNV JBV otrs 2
12128$trine ofRe 1]WHiRe Deka Batteries
(2)6651
all P.wrStaenlMy:(1)6610 D2HDWP SMD&Malt ]
Swap out the PP to 200AMP Bre.kers
New 30'DC hunks
Rewire from E.Isitrlt DC32-RM to Ground Mounted RRUS
Pemov!
Yin Pow.r Flar. Propond Pow.r Mwt m
TYM s1h T'IN MY TYp. QtY
+1)1 NPBB Veniv 221 NPM
As#Wk Come S Ca ry Ca nw,SWComarlm Cores~ i It..
TYn Qe/ TV" Qlf TYP. Or
props N a an
Tffa Oq TVM onlypa Qv
i&Recfil'.e'+ 6 VertH a8s 9—iers 10
As-Bulk S.tteMR Proposed eattarks FInal BatMAat
Tv" Q-V ISga DAY TYM QA1'
-AH (3)—Stria —1.f12 120AF D— 11<Bv Stings total°Ie
A.-SW t 6—k— P,.".d Final n
Ttw cW Me c" M. QW
sDAMP g,nae,a
25AMR Breakers
15AMP Breakers >
SAMP ereake�s 1
Additional GI.M.;,Compound,and Tower Top Information
IIygTS4�r/Ouatmr/OaMrl: md— Eanebr 6rwmd aaro.ma: W.,-M—
feend.lbnT— Concrete DM.rt bnlbn Tees DetaRa: eidoor en FiF Rack
SkawrDwt.en.m.ebm: UM-,.nd nndW[s Into aRWpnlxlt room DMMcloutlon-AC Vows DenN.: kidoor-200A-12 Positbn ftw Dom,
W uldt.D.taW: WA Cable Wd.r ArtWk: WA
GPS bc.tbn CDm2 n Ion Holes lmmedlapry Above/BWr Ves
Build Standards(is there an issue?Yes/No)
n IM
lease Ema oiler AtaMrt, nrM pl.wmenl nmant Antenna PI.—I aM —rt No
Ma Em.bp.I—fr—D.bnaM N° Am.nna MwYonMlaM Com.r Spadnt: Yn
A--.Cenhrlme Aaw No AManna fan Plan: ND
— No MM1nna AdmYM Alm 1 No
McYM Standwds lalwimmnMM.+a No Amenn skewb Mount No
No AM.nna M.cluMrw D—.. Ne
AM.nna V.rtlW Ntwntbt ple./I.c.nMM No No
m HorlaonW Nwn[mt pN.: AMena Dlumb IRo1R Tobnno:
Ww N. OWv: Na
Stealth Pale not going to be abb to meet Me standard 1D ft t Me antenna wrners edge to etlae.
dry M N !i merle ONMpt
AM4ryEAulpment Plrnnenl lDknrRe NO AnYnn.V.rek.l Qe.r.nl.RoOEmDiM/a No
aeW.Honwnd Mounont PIIRej: Dbatack:
t GHg AASimmW.ve VertlW Radb No MYmu SlMdry hom fM/5[reanlne Nil
VeNulAmanna S.p.ntbn: —� No M-Rk Obs-Mr Mj.cn/Siructuru: No
WY MeuntM FAWpmem Plaement No Mkraxrv.Dbh Dlwement VertkNb Nil
W.1MnrmdFRWpmentPMawrM No Mkrovaw ODN Placement Norlaontalb N°
Special Considerations its there an issue?Yes/No)
1 AM n
Mk-- we MMmt rqm 1
Mbowee0Mll,YtaralmtM Mwm2 AmemwDl.M/d EeuiPm Wa1b-- N, OOM m.Mbh.e.wn.s.re MD/Sa..eYiterfoneeaYaaQ _
MMaware DNh PNumeM-Xodsvnhl h Anhnvs(Shy WaX-MounhE EqulPment Racemen[-NorNonfY eo AMenro: ,4e then mablEc structum mlpbnen and as Osrt W Ne '
MSsrmyave DlsA Pleamen[-VertlW hMhmxs(Stay belNld Ne WaLL—.d EgWpnwM PNsemeM-VPM1bIh ARhMw: No AnhnMSpadng Bom PRP/SCN.nir (5halthln&Wor
RaoftM UtBItV.Water Tank,BIIRward,PWWAS Gasp
AMantu V.N Q.—.-0.T aM/er Obsfede: No ONn:
MeedRCOMtructlpn Object/Snusture Slae: No
ATATSb A4guisglon PM; g dl M hlinAjll/2024 AT�TEPWpmentEM..- Bnan Broohy 4/11/2024
Sb AsquNMbn SupplNrPM: Wayne Eooser 4/11/2024 PM: Erick Massage-4/11/2024 1DI1162e4/9/24 bad RPDS uNW,need 2-5-5A-0.3,2DP—pe twin tdpl--1T4-3
PPDS 0.ewor4 Regwrtad: Itep tldai on P051,S Cpmmssow twin tnpkser STg61T43Ti316othm aMel on POSI,2 Commacope
gT6TRFDesiSn Eryhaer: gmhohy 111111/2111 DgsseruRbn Suppper PM: Chris PecOra,o-4/1112024 twlntrlpkwySTX61762T431topdde)onnS2,2C,.I opalwln Wapl erSQ%6192)4Hllbotbm
sM41 on POS2,and 61-/4"soot wr ae<tpr.
I
t•
.1
Kimley)#Horn
of New York, P.C.
Smartlink Group, LLC Kevin Fraleigh, P.E.
10 Church Circle 3875 Embassy Pkwy#280
Annapolis, MD 21401 Akron, OH 44333
(508)572-1187 (216)505-8256
Date: May 1,2024
K-H Project#: KHCLE-54844
Comprehensive Structural Analysis Report
Carrier Designation: AT&T USID: 141131
FA Number: 10111678
Client Site ID: SINY001763
AT&T Site Name: 1040-B HORTONS LANE
Analysis Criteria: Code Requirements: ANSI/TIA-222-H,2018 IBC,ASCE 7&AISC 360
Ultimate Wind Speed: 128 mph w/0" Ice
Wind Speed w/Ice: 50 mph w/1" Ice
Site Data: 1040-B Hortons Lane,Southland, NY, 11971,Suffolk County
Latitude 41.065583° N, Longitude 72.432667'W
AT&T Market: NYC/NNJ
94 ft—Concealment Monopole
Lauren Groppi,
Kimley-Horn of New York, P.C. is pleased to submit this "Comprehensive Structural Analysis Report" to determine
the structural integrity of the above-mentioned structure. Please do not hesitate to contact us for assistance with this or
any other projects.
The purpose of the analysis is to determine acceptability of the structure stress level. Based on our analysis, we have
determined the stress level for the structure, under the following load cases,to be:
Existing+Proposed+Future:
Proposed Tower Rating: 47.8% Pass
Proposed Foundation Rating: 95.9% Pass
This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2018 International Building
Code.Applicable Standard references and design criteria are listed on Page 2—Analysis Criteria.
of NEw y
Doc °t
5O O p.RY M
T
Respectfully submitted by: a D6 os3
_r �'• cr_
n Zachary A.Medoff,P.E. W
P.E. Lic.#108486, Exp. 08/31/2026 2d'� 5 ` 4
Kimley-Horn Of New York, P.C.COA#80369 �,p 10806
v
ROFESStONP
FA Number: 10111678 K-H Project#:KHCLE-54844
Site Name: 1040-8 HORTONS LANE Page 2
■ INTRODUCTION
At the request of Smartlink Group, LLC, Kimley-Horn of New York, P.C. performed a Comprehensive Structural
Analysis of the Concealment Monopole located in Southland, NY. The purpose is to determine the adequacy of
the structure to support the loading configuration outlined in Appendix A (Tower Analysis Summary Form),
pursuant to the referenced standards.
■ANALYSIS CRITERIA
The analysis utilizes tnxTower version 8, an industry-standard finite element analysis program, to create an elastic
three-dimensional model considering second-order effects per ANSI/TIA-222 requirements.The program calculates
member stresses for various loading cases and selected output from the analysis is included in the appendices.
TIA-222 Revision: ANSI/TIA-222-H
Risk Category: II
Ultimate Wind Speed: 128 mph
Exposure Category: C
Topographic Factor at Base: 1.0
Ice Thickness: 1 in
Wind Speed with Ice: 50 mph
Seismic Structure Class: D (Default)
Seismic Ss: 0.179
Seismic Si: 0.050
■ SUPPORTING DOCUMENTATION
Information on the current tower geometry, member sizes,foundation and soil properties, and antenna loading was
obtained from the sources listed below. It is assumed that all information provided to Kimley-Horn of New York, P.C.
is accurate. In the absence of information to the contrary,we assume the structure has been properly erected and
maintained per the original specifications and the.capacity has not significantly changed from"as new"condition.
Tower Design Valmont Order#279218,dated 01/30/2017
Foundation-Desigtl'`; '? Valmont Order#279218,dated 01/30/2017
Geotechnical,Report Not Provided
Previous Modification Drawings;,?,, Not Provided
Previous Structural Not Provided
Constructiori Drawings, ;;, f Not Provided
Tower Loading Data.;• AT&T DE130 Loading Document,dated 04/04/2024
FA Number: 10111678 K-H Project#:KHCLE-54844
Site Name: 1040-B HORTONS LANE Page 3
■ANALYSIS RESULTS
The tables below show a maximum usage summary for each group of components in the structure.The usage of a
component is the ratio of force in the member to its calculated capacity.A more detailed report of member usages
can be found in the appendices at the end of this report. Usages greater than 100% indicate where the force in the
member exceeds its capacity. Usages up to 105%are considered acceptable per industry standard practice.
Structure Usages:
:,Structure e }Controllin j =4-
g Result
Component }Usage
Pole Shaft 19.7% Pass
Base Plate 47.3% Pass
Anchor Rods 47.8% Pass
Foundation Usages:
Reaction . _ Design' `` Analysis, : - 'Usage ult
T e ;Reaction ,Reaction::'
Moment k-ft 630.1 555.8 88.2% Pass
Shear k 11.77 11.29 95.9% Pass
NOTE:Design reactions per referenced tower design drawings.
■ CONCLUSIONS AND RECOMMENDATIONS
Per our structural analysis, the structure has been found to pass. The tower and foundation can support the
referenced loading in accordance with the structural strength requirements of ANSI/TIA-222-H and the 2018
International Building Code.
FA Number: 10111678 K-H Project#:KHCLE-54844
Site Name: 1040-B HORTONS LANE Page 4
■ASSUMPTIONS AND LIMITATIONS
This report is not a condition assessment of the structure; it is an engineering analysis based upon the theoretical
capacity of the structure. Unless told otherwise, we assume the structure to be in "like new" condition. It is the
responsibility of our client and the tower owner to verify that the structural model and loading considered is
accurate. If these assumptions are not accurate, Kimley-Horn of New York, P.C. should be notified immediately
to perform a revised analysis. This analysis assumes all antenna mounting structures are adequate to support
the referenced loads. It is the carrier's responsibility to ensure that antenna mounts meets the structural
requirements of ANSI/TIA-222. Kimley-Horn of New York, P.C. did not analyze antenna antenna mounts as part
of this structural analysis report.
All services are performed, results obtained, and recommendation made in accordance with generally accepted
engineering principles and practices. Kimley-Horn of New York, P.C. is not responsible for the conclusions,
opinions and recommendations made by others based on the information in this report.
Kimley-Horn makes no warranties, expressed or implied in connection with this report and disclaims any liability
arising from original design, material,fabrication, and section deficiencies or corrosion of the structure.
FA Number: 10111678 K-H Project#:KHCLE-54844
Site Name: 1040-8 HORTONS LANE Page 5
APPENDIX A
Tower Analysis Summary Form
Tower Analysis Summary Form
General Info
Site Name 1040-8 HORTONS LANE The Information contained In this summary report Is not to be used
Site Number 141131
FA Number 10111676 Independently from the PE stamped tower analysis.
Date of Analysis 0510112024
Company Performing Analysis Kimley-Horn
Tower Info Description Date Design Parameters Analysis Results %Maximum Usage
Tower Type GT,SST,MP) NM-11111"a:'fJ---A z^ --t_:x^_t „!>;S:,A, Design Code Used - ^=,-TIA=222?i c•-r Existing/Reserved+proposed Condition
Tower Height(top of steel AGL) 95 -i-'��y z- s,," �.:,3'.3 _=2018,,IBCrB-'A SOrztz z16, Tower 7T
19.7%
Tower Manufacturer Vaiinont-� i��.,'�+,,,-.,-y;1,;..� ;�i Location of Tower(County,State) _ fiSuffplk�NY.n"s=,`f'! Tower Base(%) 47.8%
Tower Model NO—V,ro`yr,iie2i ;.���i{;r „-�„„ Ultimate Wind Speed(mph) )=T-;>;:zP'i¢B Foundation
Tower Design V5lri%r}'t�0`rUe7r 27,92;1814 ,?=�*:,{y'; '01/30/2017 Ice Thickness(in) tart Foundation Adequate? Yes
Foundation Design Y3lmalifa0idaiu 79 g8tiS�,`,r,'.,y,',( ,,jM5k 01/30/2017 Risk Category I,II,III,IV it
Geotech Report Not,Pinvicledc'"€ ts�K,�y,'fi _�_�` Exposure Category(B,C,D) C
Tower Mapping NofiFF6vid"ea ] r,c�. , Topographlc Category(1 to 5) 1
Previous Structural Analysis Nof(P_iovi8ed�^ �"�'� L
Previous Modification Drawings No[,P..�ovjdeci'[ `a" �.;,r:t s�k ;,`i'+F"�. Y
Foundation Mapping tiotjRT6vidadi19.r'
Existing/Reserved Loading
Mount,', �TransmissianLine
Antenna Owner182
Mount Antenna Quantity ' Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Internal/
Height(ft) CL(it) External
AT&T Mobility 92 92 3 Panel CommScope SBNHH4D65A 0/120/240 Inside Canister 12 Coax 1114" Internal
AT&T Mobility 92 92 3 RRH Alcatel Lucent RRH 2x40 07L-AT Inside Canister
AT&T Mobility 92 92 3 RRH Alcatel Lucent B25 RRH 4x304R Inside Canister
AT&T Mobility 92 92 6 Diplexer CommScope CDX723AT-OS Inside Canister
AT&T Mobility82 82 3 Panel =Seope SBNHH4D65A 0/120/240 Inside Canister 12 Coax 1 114" Internal
AT&T Mobility 82 82 3 RRH Alcatel Lucent RRH 4x25 WCR4R Inside Canister
AT&T Mobility 82 16 IDIplexer jCommScope CDX723AT-DS Inside Canister
Note:All loading shown in red shall be removed prior to the Installation of the proposed loading and was not considered in the analysis.All remaining loading shall be reused.
Proposed Loading
Antenna.. Mount TransmissionlLine�
Antenna Owner Height(ft) CL(Mount Antenna Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Internal/
ft)
External
AT&T Mobility 92 92 3 Panel CommScope KWSS-65A-R3 0/120)240 Inside Canister
AT&T Mobility 92 92 6 Diplexer CommScope STX61742T-43 Inside Canister
AT&T Mobility 82 62 3 Panel CommScope KWSS-65A-R3 0/120/240 Inside Canister
AT&T Mobility 82 82 6 Diplexer CommScope STX61742T-43 Inside Canister
Note:The proposed loading shall be Installed in addition to the remaining existingfreserved equipment at the same elevation.
FA Number., 10111678 K-H Project#:KHCLE-54844
Site Name: 1040-B HORTONS LANE Page 6
APPENDIX B
tnxTower Output File
Suite421 Fayetteville Street, .00 Raleigh, 27601oil
DESIGNED APPURTENANCE LOADING
TYPE ELEVATION TYPE ELEVATION
KWSS-&WR3 w/MP 92 KWSS-65A-R3 w/MP 82
KWSS-&%-R3 wI MP 92 STX61742T-43 82
KVVSS-65A-R3 w/MP 92 STX61742T-43 82
STX61742T-43 92 STX61742T43 82
STX6174Zr-43 92 45W60'Cell Silo 65
STX61742T-43 92 (12)LDF6-50A(1-1/4) 63.5
KWSS-65A-R3 w/MP 182 (12)LDF6-50A(1-1/4) 158.5
KWSS85A-R3w/MP 182
MATERIAL STRENGTH
GRADE Fy I Fu GRADE Fy Fu
A572.65 165 ksi 180 ksi
TOWER DESIGN NOTES
1. Tower Is located in Suffolk County,New York.
2. Tower designed for Exposure C to the TIA-222-H Standard.
3. Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard.
4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to
increase in thickness with height.
5. Deflections are based upon a 60 mph wind.
6. Tower Risk Category II.
7. Topographic Category 1 with Crest Height of 0.00 ft
8. TOWER RATING:19.7%
35.0 ft
ALL REACTIONS
ARE FACTORED
AXIAL
O
51K
SHEAR MOMENT
_;
4 K 184 kip-ft
50 mph WIND-1.0000 in ICE
AXIAL
23 K
11 K MOMENT
11 `` 556 kip-ft
Loft
REACTIONS-128 mph WIND
m
co —_
c $ m a a
-Kimlev Horn and Associates,Inc. lob:
10111678-141131-B HORTONS LANE
421 Fayetteville St.,Suite 600 Pro)ect KHCLE--54844
lt'�'1 a "' � *{ Client:Smartlink/AT& °rawnbyZacha A.Medoff,P.E.°pPd
�``: -''� •,�: '�+ Raleigh,NC 27601
Phone:(919)677-2000 code:TIA-222-H Date:05/01/24 scale: NTS
FAX: Path: Dwg No.E-1
' tnxTowe.r Job 10111678- 141131 - B HORTONS LANE Page1 of 8
Project Date
Kin:ley-Horn and Associates, KHCLE-54844 17:17:01 05/01/24
Inc.
421 Fayetteville St.,Suite 600
Raleigh,NC27601 Client Designed by
Phone:(919)677-2000 Smardink/AT&T Zachary A. Medoff,
FAX.
P.E.
Tower In dbata_:: 7771
The tower is a monopole.
This tower is designed using the TIA-222-H standard.
The following design criteria apply:
Tower is located in Suffolk County,New York.
Tower base elevation above sea level:39.51 ft.
Basic wind speed of 128 mph.
Risk Category II.
Exposure Category C.
Simplified Topographic Factor Procedure for wind speed-up calculations is used.
Topographic Category:1.
Crest Height:0.00 ft.
Nominal ice thickness of 1.0000 in.
Ice thickness is considered to increase with height.
Ice density of 56 pcf.
A wind speed of 50 mph is used in combination with ice.
Temperature drop of 50*F.
Deflections calculated using a wind speed of 60 mph.
A non-linear(P-delta)analysis was used.
Pressures are calculated at each section.
Stress ratio used in pole design is 1.
Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered.
t1on7S
Consider Moments-Legs Assume Legs Pinned Calculate Redundant Bracing Forces
Consider Moments-Horizontals 4 Assume Rigid Index Plate Ignore Redundant Members in FEA
consider Moments-Diagonals 4 Use Clear Spans For Wind Area SR Leg Bolts Resist Compression
Use Moment Magnification Use Clear Spans For KUr All Leg Panels Have Same Allowable
Use Code Stress Ratios Retension Guys To Initial Tension Offset Girt At Foundation
4 Use Code Safety Factors-Guys 4 Bypass Mast Stability Checks 4 Consider Feed Line Torque
Escalate Ice 4 Use Azimuth Dish Coefficients Include Angle Block Shear Check
Always Use Max Kz 4 Project Wind Area of Appurtenances Use TIA-222-H Bracing Resist.Exemption
Use Special Wind Profile Altemative Appurt.EPA Calculation Use TIA-222-H Tension Splice Exemption
Include Bolts In Member Capacity Autocalc Torque Arm Areas
Leg Bolts Are At Top Of Section Add IBC.6D+W Combination 4 Include Shear-Torsion Interaction
Secondary Horizontal Braces Leg 4 Sort Capacity Reports By Component Always Use Sub-Critical Flow
Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets
SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder 4 Pole Without Linear Attachments
SR Members Are Concentric Ignore KUry For 60 Deg.Angle Legs 4 Pole With Shroud Or No Appurtenances
Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Outside and Inside Comer Radii Are Known
Ta ere4'Pole Section.Gleomet;
Section Elevation Section Splice Number Top Bottom Wall Bend Pale Grade
Length Length of Diameter Diameter Thickness Radius
ft ft ft Sides in in in in
L1 35.00-1.00 34.00 18 48.0000 48.0000 0.3125 1.2500 A572-65
(65 ksi)
Tape
Section Tip Dia. Area 1 r C 1/C J ll/Q w w/t
in in2 In4 in in in3 in' in2 in
L1 48.6923 47.3000 13689.6434 16.9291 24.3840 557.3181 27197.1684 23.6545 7.8980 25.274
48.6923 47.3000 13589.6434 16.9291 24.3840 557.3181 27197.1684 23.6545 7.8980 25.274
Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mutt. Double Angle Double Angle Double Angle
Elevation Area Thickness Ar Factor Stitch Bolt SpacingStitch Bolt SpacingStitch Bolt Spacing
(per face) A. Diagonals Horizontals Redundants
in in in
ft ftz in
L1 35.00-1.00 1 1 1
tnxTewer Job 10111678-141131 -B HORTONS LANE Page 2 of 8
Kindey-Horn and Associates, Project Date
Inc. KHCLE-54844 17:17:01 05/01/24
421 Fayetteville St.,Suite 600
Raleigh,NC 2 7601 Client Designed by
Phone:(919)677-2000 Smartfink/AT&T Zachary A. Medoff,
FAX.- P.E.
1 n inea e li��8h red"A 'iW -66d""Oe"'M''' L
Description Face Allow Exclude From Component Placement Total Number Per Clear Width or Perimeter Weight
or Shield Torque Type Number Row Spacing Diameter
L-9 Calculation it in in in pff
F
rt
n nc S,-�-E-MOd"A
- mel;1inea dth, IL
Description Face Allow Exclude From Component Placement Total CAAA Weight
aShield Torque Type Number
Calculation it H21ft pl-f
LDF6-50A(1-114) A No No Inside Pole 35.00-3.00 24 No lee 0.00 0.60
1/21'Ice 0.00 0.60
I"Ice 0.00 0.60
.,FeedUne e iWAO "S pes,,. ion, . rleas-.,,�'.
G� '0 6660 A k:
n P,
Tower Tower Face AR AF CAAA CAAA Weight
Section Elevation In Face Out Face
it ft2 112 it, it, K
Ll 35.00-1.00 A 0.000 0.000 0.000 0.000 0.46
B 0*000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
Tower Tower Face Ice Thickness AR AF CAAA CAAA Weight
Section Elevation or in In Face Out Face
it Leg it, ft2 it, ft2 K
Ll 35.00-1.00 A 0.944 0.000 0.000 0.000 0.000 0.46
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
z
Feed Line: Center P re Section Elevation CPX CPz CPK CPz
Ice Ice
it in in J.n in
Lt 35.00-1.00 0.0000 0.0000 0.0000 0.0000
Note:For pole sections,center of pressure calculations do not consider feed line shielding.
-71-7777777
U
Description Face Offset Offsets., Azimuth Placement CAAA CAAA Weight
or Type Horz Adjustment Front Side
Leg Lateral
Vert
it ft it, it, K
ft
It
48"040'Cell Silo A None 0.0000 65.00 No Ice 144.00 144.00 12.00
1/2"Ice 225.00 225.00 24.00
' tnxTowe Job 1011 1678- 141131 -B HORTONS LANE Page3 of 8
Project Date
Kimley-Horn and Associates,Inc. KHCLE-54844 17:17:01 05/01/24
421 Fayetteville St„Suite 600
Raleigh,NC27601 Client Designed by
Phone:(919)677-2000 Smardink/AT&T Zachary A. Medoff,
FAX.
P.E.
Description Face Offset Offsets: Azimuth Placement CAAA WA Weight
or Type Horz Adjustment Front Side
Leg Lateral
Vert
R R /tz ttz K
ff
A
1"Ice 306.00 306.00 36.00
(12)LDF6-50A(1-1/4) A None 0.0000 63.50 No Ice 0.00 0.00 0.03
l ff'Ice 0.00 0.00 0.03
1"Ice 0.00 0.00 0.03
(12)LDF6-50A(1-1/4) A None 0.0000 58.50 No Ice 0.00 0.00 0.03
1/2"Ice 0.00 0.00 0.03
1"Ice 0.00 0.00 0.03
KVVSS-65A-R3 w/MP A From Leg 0.50 0.0000 92.00 No Ice 0.00 0.00 0.06
0.00 l ff'Ice 0.00 0.00 0.12
0.00 1"Ice 0.00 0.00 0.18
KVVSS-65A-R3 w/MP B From Leg 0.50 0.0000 92.00 No Ice 0.00 0.00 0.06
0.00 1/2"Ice 0.00 0.00 0.12
0.00 1"Ice 0.00 0.00 0.18
KVVSS-65A-R3 w/MP C From Leg 0.50 0.0000 92.00 No Ice 0.00 0.00 0.06
0.00 1/2"Ice 0.00 0.00 0.12
0.00 1"Ice 0.00 0.00 0.18
STX61742T-43 A From Leg 0.50 0.0000 92.00 No Ice 0.00 0.00 0.01
0.00 1/2"Ice 0.00 0.00 0.01
0.00 1"Ice 0.00 0.00 0.01
STX61742T-43 B From Leg 0.50 0.0000 92.00 No Ice 0.00 0.00 0.01
0.00 1/2'.Ice 0.00 0.00 0.01
0.00 1"Ice 0.00 0.00 0.01
STX61742T-43 C From Leg 0.50 0.0000 92.00 No Ice 0.00 0.00 0.01
0.00 1/2"Ice 0.00 0.00 0.01
0.00 1"Ice 0.00 0.00 0.01
KVVSS-65A-R3 w/MP A From Leg 0.50 0.0000 82.00 No Ice 0.00 0.00 0.06
0.00 1/2"Ice 0.00 0.00 0.1P
0.00 1"Ice 0.00 0.00 0.18
KVVSS-65A-R3 w/MP B From Leg_ 0.50 0.0000 82.00 No Ice 0.00 0.00 0.06
0.00 1/2"Ice 0.00 0.00 0.12
0.00 1"Ice 0.00 0.00 0.18
KVVSS-65A-R3 wl MP C From Leg 0.50 0.0000 82.00 No Ice 0.00 0.00 0.06
0.00 1/2"Ice 0.00 0.00 0.12
0.00 1"Ice 0.00 0.00 0.18
STX61742T-43 A From Leg 0.50 0.0000 82.00 No Ice 0.00 0.00 0.01
0.00 1/2"Ice 0.00 0.00 0.01
0.00 1"Ice 0.00 0.00 0.01
STX61742T43 B From Leg 0.50 0.0000 82.00 No Ice 0.00 0.00 0.01
0.00 1/2"Ice 0.00 0.00 0.01
0.00 1"Ice 0.00 0.00 0.01
STX61742T-43 C From Leg 0.50 0.0000 82.00 No Ice 0.00 0.00 0.01
0.00 1/2"Ice 0.00 0.00 0.01
0.00 1"Ice 0.00 0.00 0.01
Load::Corh inationss.:
Comb. Description
No.
1 Dead Only
2 1.2 Dead+1.0 Wind 0 deg-No Ice
3 0.9 Dead+1.0 Wind 0 deg-No Ice
4 1.2 Dead+1.0 Wind 30 deg-No Ice
5 0.9 Dead+1.0 Wind 30 deg-No Ice
6 1.2 Dead+1.0 Wind 60 deg-No Ice
7 0.9 Dead+1.0 Wind 60 deg-No Ice
8 1.2 Dead+1.0 Wind 90 deg-No Ice
9 0.9 Dead+1.0 Wind 90 deg-No Ice
10 1.2 Dead+1.0 Wind 120 deg-No Ice
11 0.9 Dead+1.0 Wind 120 deg-No Ice
12 1.2 Dead+1.0 Wind 150 deg-No Ice
13 0.9 Dead+1.0 Wind 150 deg-No Ice
14 1.2 Dead+1.0 Wind 180 deg-No Ice
15 0.9 Dead+1.0 Wind 180 deg-No Ice
16 1.2 Dead+1.0 Wind 210 deg-No Ice
17 0.9 Dead+1.0 Wind 210 deg-No Ice
18 1.2 Dead+1.0 Wind 240 deg-No Ice
19 0.9 Dead+1.0 Wind 240 deg-No Ice
' b
tnxTower Jo 10111678-141131 -B HORTONS LANE Page4 of 8
Kimlley Horn and Associates, Project Date
Inc. KHCLE-54844 17:17:01 05/01/24
421 Fayetteville St.,Suite 600
Raleigh,NC27601 Client Designed by
Phone:(919)677-2000 Smartlink/AT&T Zachary A. Medoff,
FAX.
P.E.
Comb. Description
No.
20 1.2 Dead+1.0 Wind 270 deg-No Ice
21 0.9 Dead+1.0 Wind 270 deg-No Ice
22 1.2 Dead+1.0 Wind 300 deg-No Ice
23 0.9 Dead+1.0 Wind 300 deg-No Ice
24 1.2 Dead+1.0 Wind 330 deg-No Ice
25 0.9 Dead+1.0 Wind 330 deg-No Ice
26 1.2 Dead+1.0 Ice+1.0 Temp
27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp
28 1,2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp
29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp
30 1.2 Dead+1.0 Wind 90 deg+1.0 Ica+1.0 Temp
31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp
32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp
33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp
34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp
35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp
36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp
37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp
38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp
39 Dead+Wind 0 deg-Service
40 Dead+Wind 30 deg-Service
41 Dead+Wind 60 deg-Service
42 Dead+Wind 90 deg-Service
43 Dead+Wind 120 deg-Service
44 Dead+Wind 150 deg-Service
45 Dead+Wind 180 deg-Service
46 Dead+Wind 210 deg-Service
47 Dead+Wind 240 deg-Service
48 Dead+Wind 270 deg-Service
49 Dead+Wind 300 deg-Service
50 Dead+Wind 330 deg-Service
:Maximum Reactions,.=
Location Condition Gov. Vertical Horizontal,X Horizontal,Z
Load K K K
Comb.
Pole Max.Vert 26 51.39 0.00 0.00
Max.H. 21 17.17 11.29 0.00
Max.H. 2 22.89 0.00 11.29
Max.Mx 2 555.81 0.00 11.29
Max.% 8 555.81 -11.29 0.00
Max.Torsion 12 0.00 -5.64 -9.77
Min.Vert 5 17.17 -5.64 9.77
Min.H. 8 22.89 -11.29 0.00
Min.H. 14 22.89 0.00 -11.29
Min.M. 14 -555.81 0.00 -11.29
Min.Mx 20 555.81 11.29 0.00
Min.Torsion 4 0.00 5.64 9.77
Tower.Mast Readticin SUmmary
Load Vertical Shear Shear Overturning Moment, Overturning Moment, Torque
Combination M. %
K K K kip-ft kip-ft kip-ft
Dead Only 19.08 0.00 0.00 0.00 0.00 0.00
1.2 Dead+1.0 Wind 0 deg-No Ice 22.89 0.00 -11.29 -555.81 0.00 0.00
0.9 Dead+1.0 Wind 0 deg-No Ice 17.17 0.00 -11.29 -555.39 0.00 0.00
1.2 Dead+1.0 Wind 30 deg-No Ice 22.89 5.64 -9.77 481.35 -277.91 0.00
0.9 Dead+1.0 Wind 30 deg-No Ice 17.17 5.64 -9.77 480.98 -277.70 0.00
1.2 Dead+1.0 Wind 60 deg-No Ice 22.89 9.77 -5.64 -277.91 -481.35 0.00
0.9 Dead+1.0 Wind 60 deg-No Ice 17.17 9.77 -5.64 -277.70 -480.98 0.00
1.2 Dead+1.0 Wind 90 deg-No Ice 22.89 11.29 0.00 0.00 -555.81 0.00
0.9 Dead+1.0 Wind 90 deg-No Ice 17.17 11.29 0.00 0.00 -555.39 0.00
1.2 Dead+1.0 Wind 120 deg-No Ice 22.89 9.77 5.64 277.91 -481.35 0.00
0.9 Dead+1.0 Wind 120 deg-No Ice 17.17 9.77 5.64 277.70 480.98 0.00
1.2 Dead+1.0 Wind 150 deg-No Ice 22.89 5.64 9.77 481.35 -277.91 0.00
0.9 Dead+1.0 Wind 150 deg-No Ice 17.17 5.64 9.77 480.98 -277.70 0.00
1.2 Dead+1.0 Wind 180 deg-No Ice 22.89 0.00 11.29 555.81 0.00 0.00
0.9 Dead+1.0 Wind 180 deg-No Ice 17.17 0.00 11.29 555.39 0.00 0.00
1.2 Dead+1.0 Wind 210 deg-No Ice 22.89 -5.64 9.77 481.35 277.91 0.00
0.9 Dead+1.0 Wind 210 deg-No Ice 17.17 -5.64 9.77 480.98 277.70 0.00
1.2 Dead+1.0 Wind 240 deg-No Ice 22.89 -9.77 5.64 277.91 481.35 0.00
0.9 Dead+1.0 Wind 240 deg-No Ice 17.17 -9.77 5.64 277.70 480.98 0.00
1.2 Dead+1.0 Wind 270 deg-No Ice 22.89 -11.29 0.00 0.00 555.81 0.00
• I
tIZJICTower Job 10111678-141131 - B HORTONS LANE Page5 of 8
Project Date
Kimley-Horn and Associates,Inc. KHCLE-54844 17:17:01 05/01/24
421 Fayetteville St.,Suite 600
Raleigh,NC27601 Client Designed by
Phone:(919)677-2000 Smartlink/AT&T Zachary A. Medoff,
FAX.
P.E.
Load Vertical Shear Shear: Overturning Moment, Overturning Moment, Torque
Combination M. M.
K K K kip-ft ko-ft kip-ft
0.9 Dead+1.0 Wind 270 deg-No Ice 17.17 -11.29 0.00 0.00 555.39 0.00
1.2 Dead+1.0 Wind 300 deg-No Ice 22.89 -9.77 -5.64 -277.91 481.35 0.00
0.9 Dead+1.0 Wind 300 deg-No Ice 17.17 -9.77 -5.64 -277.70 480.98 0.00
1.2 Dead+1.0 Wind 330 deg-No Ice 22.89 -5.64 -9.77 -481.35 277.91 0.00
0.9 Dead+1.0 Wind 330 deg-No Ice 17.17 -5.64 -9.77 -480.98 277.70 0.00
1.2 Dead+1.0 Ice+1.0 Temp 51.39 0.00 0.00 0.00 0.00 0.00
1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 51.39 0.00 -3.58 -183.97 0.00 0.00
Temp
1.2 Dead+1.0 Wind 30 deg+1.0 51.39 1.79 -3.10 -159.33 -91.99 0.00
Ice+1.0 Temp
1.2 Dead+1.0 Wind 60 deg+1.0 51.39 3.10 -1.79 -91.99 -159.33 0.00
Ice+1.0 Temp
1.2 Dead+1.0 Wind 90 deg+1.0 51.39 3.68 0.00 0.00 -183.97 0.00
Ice+1.0 Temp
1.2 Dead+1.0 Wind 120 deg+1.0 51.39 3.10 1.79 91.99 -159.33 0.00
Ice+1.0 Temp
1.2 Dead+1.0 Wind 150 deg+1.0 51.39 1.79 3.10 159.33 -91.99 0.00
Ice+1.0 Temp
1.2 Dead+1.0 Wind 180 deg+1.0 51.39 0.00 3.58 183.97 0.00 0.00
Ice+1.0 Temp
1.2 Dead+1.0 Wind 210 deg+1.0 51.39 -1.79 3.10 159.33 91.99 0.00
Ice+1.0 Temp
1.2 Dead+1.0 Wind 240 deg+1.0 51.39 -3.10 1.79 91.99 159.33 0.00
Ice+1.0 Temp
1.2 Dead+1.0 Wind 270 deg+1.0 51.39 -3.58 0.00 0.00 183.97 0.00
Ice+1.0 Temp
1.2 Dead+11.0 Wind 300 deg+1.0 51.39 -3.10 -1.79 -91.99 159.33 0.00
Ice+1.0 Temp
1.2 Dead+1.0 Wind 330 deg+1.0 51.39 -1.79 -3.10 -159.33 91.99 0.00
Ice+1.0 Temp
Dead+Wind 0 deg-Service 19.08 0.00 -2.11 -103.75 0.00 0.00
Dead+Wind 30 deg-Service 19.08 1.05 -1.83 -89.85 51.88 0.00
Dead+Wind 60 deg-Service 19.08 1.83 -1.05 51.88 -89.85 0.00
Dead+Wind 90 deg-Service 19.08 2.11 0.00 0.00 -103.75 0.00
Dead+Wind 120 deg-Service 19.08 1.83 1.05 51.88 -89.85 0.00
Dead+Wind 150 deg-Service 19.08 1.05 1.83 89.85 -51.88 0.00
Dead+Wind 180 deg-Service 19.08 0.00 2.11 103.75 0.00 0.00
Dead+Wind 210 deg-Service 19.06 -1.05 1.83 89.85 51.88 0.00
Dead+Wind 240 deg-Service 19.08 -1.83 1.05 51.88 89.85 0.00
Dead+Wind 270 deg-Service 19.08 -2.11 0.00 0.00 103.75 0.00
Dead+Wind 300 deg-Service 19.08 -1.83 -1.05 -51.88 89.85 0.00
Dead+Wind 330 deg-Service 19.08 -1.05 -1.83 -89.85 51.88 0.00
Solution Summa . ,,.
Sum of Applied Forces Sum of Reactions
Load PX PY PZ PX PY PZ %Error
Comb. K K K K K K
1 0.00 -19.08 0.00 0.00 19.08 0.00 0.000%
2 0.00 -22.89 -11.29 0.00 22.89 11.29 0.000%
3 0.00 -17.17 -11.29 0.00 17.17 11.29 0.000%
4 5.64 -22.89 -9.77 -5.64 22.89 9.77 0.000%
5 5.64 -17.17 -9.77 -5.64 17.17 9.77 0.000%
6 9.77 -22.89 -5.64 -9.77 22.89 5.64 0.000%
7 9.77 -17.17 -5.64 -9.77 17.17 5.64 0.000%
8 11.29 -22.89 0.00 -11.29 22.89 0.00 0.000%
9 11.29 -17.17 0.00 -11.29 17.17 0.00 0.000%
10 9.77 -22.89 5.64 -9.77 22.89 -5.64 0.000%
11 9.77 -17.17 5.64 -9.77 17.17 -5.64 0.000%
12 5.64 -22.89 9.77 -5.64 22.89 -9.77 0.000%
13 5.64 -17.17 9.77 -5.64 17.17 -9.77 0.000%
14 0.00 -22.89 11.29 0.00 22.89 -11.29 0.000%
15 0.00 -17.17 11.29 0.00 17.17 -11.29 0.000%
16 -5.64 -22.89 9.77 5.64 22.89 -9.77 0.000%
17 -5.64 -17.17 9.77 5.64 17.17 -9.77 0.000%
18 -9.77 -22.89 5.64 9.77 22.89 -5.64 0.000%
19 -9.77 -17.17 5.64 9.77 17.17 -5.64 0.000%
20 -11.29 -22.89 0.00 11.29 22.89 0.00 0.000%
21 -11.29 -17.17 0.00 11.29 17.17 0.00 0.000%
22 -9.77 -22.89 -5.64 9.77 22.89 5.64 0.000%
23 -9.77 -17.17 -5.64 9.77 17.17 5.64 0.000%
24 -5.64 -22.89 -9.77 5.64 22.89 9.77 0.000%
25 -5.64 -17.17 -9.77 5.64 17.17 9.77 0.000%
26 0.00 -51.39 0.00 0.00 51.39 0.00 0.000%
27 0.00 -51.39 -3.58 0.00 51.39 3.58 0.000%
28 1.79 -51.39 -3.10 -1.79 51.39 3.10 0.000%
29 3.10 -51.39 -1.79 -3.10 51.39 1.79 0.000%
30 3.58 -51.39 0.00 -3.58 51.39 0.00 0.000%
31 3.10 -51.39 1.79 -3.10 51.39 -1.79 0.000%
' Job Page
WxTower 10111678-141131 - B HORTONS LANE 6 of 8
Project Date
Sin:ley-Horn and Associates, KHCLE-54844 17:17:01 05/01/24
Inc.
421 Fayetteville St.,Suite 600
Raleigh,NC27601 Client Designed by
Phone:(919)677-2000 Smartlink/AT&T Zachary A. Medoff,
FAX.
P.E.
Sum of Applied Forces Sum of Reactions
Load PX Py PZ PX PY PZ %Error
Comb. K K K K K K
32 1.79 -51.39 3.10 -1.79 51.39 -3.10 0.000%
33 0.00 -51.39 3.58 0.00 51.39 -3.58 0.000%
34 -1.79 -51.39 3.10 1.79 51.39 -3.10 0.000%
35 -3.10 -51.39 1.79 3.10 51.39 -1.79 0.000%
36 -3.58 -51.39 0.00 3.58 51.39 0.00 0.000%
37 �3.10 -51.39 -1.79 3.10 51.39 1.79 0.000%
38 -1.79 -51.39 -3.10 1.79 51.39 3.10 0.000%
39 0.00 -19.08 -2.11 0.00 19.08 2.11 0.000%
40 1.05 -19.08 -1.83 -1.05 19.08 1.83 0.000%
41 1.83 -19.08 -1.05 -1.83 19.08 1.05 0.000%
42 2.11 -19.08 0.00 -2.11 19.08 0.00 0.000%
43 1.83 -19.08 1.05 -1.83 19.08 -1.05 0.000%
44 1.05 -19.08 1.83 -1.05 19.08 -1.83 0.000%
45 0.00 -19.08 2.11 0.00 19.08 -2.11 0.000%
46 -1.05 -19.08 1.83 1.05 19.08 -1.83 0.000%
47 -1.83 -19.08 1.05 1.83 19.08 -1.05 0.000%
48 -2.11 -19.08 0.00 2.11 19.08 0.00 0.000
49 -1.83 -19.08 -1.05 1.83 19.08 1.05 0.000%
50 -1.05 -19.08 -1.83 1.05 19.08 1.83 0.000
Non=Linear Conver ence-:Rosults.::
Load Converged? Number Displacement Force
_ Combination of Cycles Tolerance Tolerance
1 Yes 4 0.00000001 0.00000001
2 Yes 4 0.00000001 0.00000001
3 Yes 4 0.00000001 0.00000001
4 Yes 4 0.00000001 0.00000001
5 Yes 4 0.00000001 0.00000001
6 Yes 4 0.00000001 0.00000001
7 Yes 4 0.00000001 0.00000001
8 Yes 4 0.00000001 0.00000001
9 Yes 4 0.00000001 0.00000001
10 Yes 4 0.00000001 0.00000001
11 Yes 4 0.00000001 0.00000001
12 Yes 4 0.00000001 0.00000001
13 Yes 4 0.00000001 0.00000001
14 Yes 4 0.00000001 0.00000001
15 Yes 4 0.00000001 0.00000001
16 Yes 4 0.00000001 0.00000001
17 Yes 4 0.00000001 0.00000001
18 Yes 4 0.00000001 0,00000001
19 Yes 4 0.00000001 0.00000001
20 Yes 4 0.00000001 0.00000001
21 Yes 4 0.00000001 0.00000001
22 Yes 4 0.00000001 0.00000001
23 Yes 4 0.00000001 0.00000001
24 Yes 4 0.00000001 0.00000001
25 Yes 4 0.00000001 0.00000001
26 Yes 4 0.00000001 0.00000001
27 Yes 4 0.00000001 0.00000465
28 Yes 4 0.00000001 0.00000466
29 Yes 4 0.00000001 0.00000466
30 Yes 4 0.00000001 0.00000465
31 Yes 4 0.00000001 0.00000466
32 Yes 4 0.00000001 0.00000466
33 Yes 4 0.00000001 0.00000465
34 Yes 4 0.00000001 0.00000466
35 Yes 4 0.00000001 0.00000466
36 Yes 4 0.00000001 0.00000465
37 Yes 4 0.00000001 0.00000466
38 Yes 4 0.00000001 0.00000466
39 Yes 4 0.00000001 0.00000001
40 Yes 4 0.00000001 0.00000001
41 Yes 4 0.00000001 0.00000001
42 Yes 4 0.00000001 0.00000001
43 Yes 4 0.00000001 0.00000001
44 Yes 4 0.00000001 0.00000001
45 Yes 4 0.00000001 0.00000001
46 Yes 4 0.00000001 0.00000001
47 Yes 4 0.00000001 0.00000001
48 Yes 4 0.00000001 0.00000001
49 Yes 4 0.00000001 0.00000001
50 Yes 4 0.00000001 0.00000001
•
I WxTower Job 10111678- 141131 - B HORTONS LANE Page 7 of 8
Project Date
Kimley-Horn and Associates,
Inc. KHCLE-54844 17:17:01 05/01/24
421 Fayetteville St.,Suite 600
Raleigh,NC 2 7601 Client Designed by
Phone:(919)677-2000 Smartlink AT&T Zachary A. Medoff,
FAX: P.E.
S
ax mum,TdWer,0'6fI66fi6n ;'�'* 8 1
Section Elevation Herz. Gov. Tilt Twist
Deflection Load
ft i.n Comb.
LI 35-1 0.207 39 0.0509 0.0000
100 1I86Uorts9'6d,, ditis:�' �C W4 An
Cr:.. Ca i T Service;:
Wind;
Mt"�
Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Curvature
Load ft
it Comb. in
92.00 KVVSS-65A-R3 w/MP 39 0.207 0.0509 0.0000 Inf
82.00 KVVSS-65A-R3 wl MP 39 0207 0.0509 0.0000 Inf
65.00 48"Ox60'Cell Silo 39 0.207 0.0509 0.0000 Inf
63.50 (12)LOF6-60A(1-1/4) 39 0.207 0.0509 0.0000 Inf
58.50 (12)LDF650A(I-1/4) 39 0.207 0.0509 0.0000 Inf
axImUM:Tower.Di6fidtflon
Section Elevation Horz. Gov. Tilt Twist
No. Deflection Load
ft in Comb.
LI 35-1 1.108 8 0.2725 0.0000
CrIti c" 1-6iflect6lihs-a n-'d,*R,6dius-,.df.'Cd u'rV r'e,'-""D6.W9'WWihd.'
a .
Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Curvature
Load ft
it Comb. in
92.00 KVVSS-65A-R3 w/MP 8 1.108 0.2725 0.0000 Inf
82.00 KVVSS-65A-R3 w/MP 8 1.108 0.2725 0.0000 Inf
65.00 48"Ox60'Cell Silo 8 1.108 0.2725 0.0000 Inf
63.50 (12)LDF&5OA(I-1/4) 8 1.108 0.2725 0.0000 Inf
58.50 (12)LDF650A(I-1/4) 8 1.108 0.2725 0.0000 Inf
C ompression,
es 2.
Section Elevation Size L L. KI1r A P. �P. Ratio
No. Po
ft ft ft W K K Wn
Ll 35-1(1) TP48x48x0.3125 34.00 0.00 0.0 47.3000 -22.89 2767.05 0.008
F,01e
Section Elevation size M. W_ Ratio MY W-Y Ratio
NO. m. MW
ft ;de-ft kip-ft OM. kip-ft kip-it W-Y
LI 35-1(1) TP48x48x0.3125 555.81 2952.65 0.188 0.00 2952.65 0.000
I t=Tower Job 10111678- 141131 - B HORTONS LANE Page 8 Of 8
Project Date
Kiinley-Horn and Associates,
Inc. KHCLE-54844 17:17:01 05/01/24
421 Fayetteville St.,Suite 600
Raleigh,NC27601 Client Designed by
Phone:(919)677-2000 Smardink/AT&T FAX Zachary A. Medoff,
,
P.E.
0 l
W.
. W
it.
Section Elevation Size Actual roV Ratio Actual OTn Ratio
No. Vu V. Tu Tu
ft K K Oy kip-ft kip-ff 4T._
Ll 35-1(1) TP48x48x0.3125 11.29 830.12 0.014 0.00 3466.76 0.000
p t m, es;ad lip: o"'wlritiiir"
Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria
No. P. M. MY V. Tu Stress Ratio Stress Ratio
ft �R W. Wny �W 0L
Ll 35-1(1) 0.008 0.188 0.000 0.014 0.000 1.000 0.197
-Sd6fion CaOac1tY!Tiiib
Ta
ble.'
.'-
Section Elevation component size Critical P OP.9— %Capacity Pass
No. ft Type Element K K Fall
Ll 35-1 Pole TP48x48x0.3125 1 -22.89 2767.05 19.7 Pass
Summary
Pole(LI) 19.7 Pass
RATING= 19.7 Pass
FA Number.• 10111678 K-H Project#:KHCLE-54844
Site Name: 1040-8 HORTONS LANE Page 7
APPENDIX C
Tower Base Anchorage Calculations
Monopole Base Plate Connection
FA# `1011167W - ---
Site Name r1040=B HORTONS`-'LANE
Project# ;_KHCLE-54844.-;'
,Ana!ysis Considerations
TIA-222 Revision r;H
Grout Considered:. N6'
lar(ln)
I
Applied Loads
Moment(kip-ft) ;555:81'
Axial Force(kips) --,2189
Shear Force(kips) ' li."29.•'^
• Properties
Anchor Rod Data Anchor Rod Summary (units of kips,kip-in)
(4)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 54.5"BC Pu t=116.57 4)Pn t=243.75 Stress Rating
Vu=2.82 (rVn=149.1 47.8%
Base Plate Data Mu=n/a 4)Mn=n/a Pass
52"W x 1.75"Plate(A572-50;Fy=50 ksi,Fu=65 ksi); Clip:8 in
Base Plate Summary
Stiffener Data Max Stress(ksi): 21.28 (Flexural)
N/A Allowable Stress(ksi): 45
Stress Rating: 47.3% Pass
Pole Data
48"x 0.3125"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi)
emu ' TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 ht�:�/// r ev otat�lacaC t'c�N Q1
Date Received
APPLICATION FOR BUILDING PERMIT
7RECEIVEdarese OnlyPERMIT � Buil ing Inspector--...,,,- µ
Applicati i:I .its and ftmsi diIled ou in their entirety.IncompleteTow r1
SOV
applications wi I notl)e acceped.""'Wh4fii the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:5/22/2024
OWNER(S)OF PROPERTY:
_...........�............ ........_.�........ww_._._...__..___........�..__........._._.......,.........__.�m......._.............�_.,.,w�_...w........... ...SCTM..#..1000-....ww.w..............-_....,.,.,.�.-_...,.-._w..µ_...., ._w.....v...._......_._w.............
Name:(tower) AT&T Mobility 63. ��
Project Address:1040 HortonS Lane
Phone#:517-225-8179 (AT&T Representative) Email:ad538v@att.com
Mailing Address:10 Church Circle Annapolis, MD 21401 (c/o Smartlink Group)
CONTACT PERSON:
�..... . _w ....._..... u................_,,,,,,,. __w................__. . __.,.. ..._ ....._ _�_,�
Name:Lisa Ann Bera Smartlink Group Authorized Agent for AT&T
Mailing Address:10 Church Circle Annapolis, MD 21401
Phone#:414-403-3103 J Email:lisa.bera@smartlinkgroup.com
DESIGN PROFESSIONAL INFORMATION:
Name:Cliff Abernathy - Trylon
Mailing Address:1825 West Walnut Hill Lane Suite 120 Irving, TX 75038
Phone#:855-669-5421 Email:
CONTRACTOR INFORMATION:
Name:Digital Construction Tech Inc
MailingAddress:120-11 89th Street Richmond Hill, NY 11418
Phone#:917-495-4777 Email:khasan@dct-inc.net
DESCRIPTION OF PROPOSED CONSTRUCTION
.._ New Structure......❑..Ad.�d..� A.tion � �.._��_.........�.._...._.._�..__.._..�.��..._ .—.�_....�_�..�.�..__.._....�.._._.w.�.�.�.�w_ww�_.....
❑ �..�.�..�.__w............_..._
- H*Alteration ❑Repair ❑Dem J olition Estimated Cost of Project:
❑Other $25,000
Will the lot be re-graded? ❑Yes WiNo Will excess fill be removed from premises? ❑Yes *No
1
PROPERTY INFORMATION
Existing use of property:EXISlting Cell Tower Intended use of property:NO change to present use
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes �No IF YES, PROVIDE A COPY.
�lei k_ ....... ding: The professional is responsible �YWWµ drainage and storm water issues as^provided"° After Re,; le for all drainag by
Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law.
Application Submitted By(print name):Lisa Ann Bera WAuthorized Agent ❑Owner
Signature of Applicant: pQ2a '��)-'' Date: 5/22/2024
STATE OF NfiPo'-i'$Rif) ��+��� Kathy A.Faulkner
SS: Notary Public,State of Maine
CouNTY OFWa ``; ,i ) My Commission Exptes March 25,2028
/rs-y -Avi being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the I?-"wel w e^,),
(Contracto"r, gent,Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
91day f J o ,?D Thd
Notary Public
41 See attached landlord notarized
Iu
i 101' (T rir Owner)��IIIOH4 � IIY " �µ�OIIIIHII" " II
(Where the applicant is not the owner)
1, residing at
do hereby horize to apply on
my behalf to the Town of Southold Building Department approval as described herein.
Owner's Signature Date
Print Owner's Name
2
AT&T
LE ER OF AUTHQHgAj10N
May 2,2024
To whom it may concern,
This letter serves as authorization for Smartlink Group,their employees,and agents,to act as agent
on behalf of AT&T Wireless,property owners and/or property managers for the proposed AT&T
Wireless equipment modification,and further for the purpose of conducting site visits,obtaining
applicable governmental approvals and/or any other approvals associated with the proposed
installation at existing AT&T Wireless telecommunications sites.
If you have any questions concerning this authorization,please contact me.
Thank you,
r ,u
Senior-Tech Vendor Management
National SAQ PMO
AT&T
1391 Grand Oaks Dr,Howell,M148843
M:517.22S.8179 I a 5 j% att&M
STATE OF
COUNTY OF
BEFORE ME,a Notary Public,on this day personally appeared Amanda DeRosia the above signed,
who,under oath,stated the following:"I hereby certify that I am the owner,or duly authorized
agent of the owner,forthe purposes of this application;that all information submitted herein is
true and correct."
via
SUBSCRIBED AND SWORN TO before me,this the day of s
Q ,2024. rfatary PuIM
bEk.Stats of McMsan
County tr#I .tvt
µY Commission L01M tj$,20
♦ct1r�1n t Q C ipnty of
""...N � Workers'
S5 Ar compensation CERTIFICATE OF INSURANCE COVERAGE
Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW
PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier
1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured
DIGITAL CONSTRUCTION TECH INC (718)683-8823
120-11 89TH AVE
Richmond Hill NY 11418 1 c.Federal Employer Identification Number of Insured
Work Location of Insured(Only required if coverage is specifically limited to
certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number
81-4767884
2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier
(Entity Being listed as the Certificate Holder)
Town of Southold BUILDING DEPARTMENT Standard Security Life Insurance Company of New York
3b.Policy Number of Entity Listed in Box"l a"
Town Hall Annex L86045-000
54375 Main Road P.O.Box 1179
SOUTHOLD,NY 11971 3c.Policy effective period
3111/2018 to 5/21/2025
4. Policy provides the following benefits:
Xj A.Both disability and paid family leave benefits.
B.Disability benefits only.
C.Paid family leave benefits only.
5. Policy covers:
FXJ A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law.
B.Only the following class or classes of employer's employees:
Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named
insured has NYS Disability andlor Paid Family Leave Benefits insuran coverage as described Bove,
Date Signed 5/22/2024 By
(Signature o insurance carrier's aut on
r .e a ive NY L, en Insurance Agent ofthat insurance carrier)
Telephone Number (212)355-4141 Name and Title Bebi Ishmail,Supervisior-DBL/Policy Services
IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS
Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder.
If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS
Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation
Board,Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200.
PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 513 of Part 1 has been checked)
State of New York
Workers' Compensation Board
According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the
NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees.
Date Signed By
-- (Signature of Authorized NYS Workers'Compensation Board Employee)
Telephone Number Name and Title
Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance
agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form.
DB-120.1 (10-17) 11111iiiiiiuiaoiidioiiiii(iaiii�iiaiiii)�llll
Additional Instructions for Form 1313-120.1
By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business
referenced in box"l a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family
Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed
as the certificate holder in Box 2.
The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a
policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of
premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be
sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or
its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier
This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate
does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities
beyond those contained in the referenced policy.
This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while
the underlying policy is in effect.
Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this
form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the
business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave
Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage
requirements of the New York State Disability and Paid Family Leave Benefits Law.
DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW
§220. Subd. 8
(a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any
permit for or in connection with any work involving the employment of employees in employment as defined in this article,
and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such
permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the
payment of disability benefits and after January first,two thousand and twenty-one, the payment of family leave benefits
for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating
any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to
any such employee if so employed.
(b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into
any contract for or in connection with any work involving the employment of employees in employment as defined in this
article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into
any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that
the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for
all employees has been secured as provided by this article.
D13-120.1 (10-17)Reverse
T2DATE(�MM/DD/YYYY)
�1 CERTIFICATE OF LIABILITY INSURANCE 2
per—
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rillhts to the certificate holder in lieu of such endorsements.
PRODUCER §AOMLIACFatma Shamsi
ROYAL STAR INSURANCE BROKERAGE CORD PHONE 71 2 _2 1 718-20S-4600
98-09 Astoria I c•MA�IkF^ s 8iTt6i royaistarinsurance.nyc
Flushing, NY 11369 INSURER($) AFFORDING COVIERAGEr NAIC kr
INSURER A" GREAT AMERICAN RISK SOLUTIONS 35351
''.INSURED DIGITAL CONSTRUCTION TECH INC INSURER B: NATIONAL SPECIALTY INSURANCE CO 22608
1 -11 89th Ave jf,2UREsCENTURY SURETY COMPANY 36951
RICHMOND HILL, NY 11418 INSURER D:PALOMAR
INSVRERL. LL LONDON 15792
COVERAGES CERrIFICAT'E NUNSER RE"SION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR, TYPE OF INSURANCE lJ" . LIMITS
X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ .000
CLAIMS-MADE M'..OCCUR P � 4 S�a rr�n $ri ww",
11/13/23 11/13/24 MEDEXP(Anyone erson $
A Y Y PNYE7 1 PERSONAL&ADV INJURY $"11000,000
OEN'L,Ak'GREGAI E:LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000
POLICY PRO-
JECT [:]LOC PRODUCTS-COMP/OP AGG $ 2,000,.000
R01HEW _ 1 AUTOMOBILE LIABILITY &:„ pkq'':R:C"I '^'.^.I. 'C $ 1,000,000
ANYAUTO BODILY INJURY(Per person) $ ""
OWNED SCHEDULED CAR3100000076-1 9/11/23 '9/11/24
B AUTOS ONLY AUTOS Y Y BODILY INJURY(Per accident) $
HIRED NON-OWNED ' a $
x AUTOS ONLY x, AUTOS ONLY v° w
UMBRELLA LIAB N
OCCUR EACH OCCURRENCE $ tiI000
C X EXCESSLIAB 11/13/23 11/13/24 CLAIMS-MADE' Y Y AGGREGATE $
Sim OI
WORKERS COMPENSATION H-
AND EMPLOYERS'LIHBILITY YIN
ANY PROPRIETOR/PARTNER/EXECUTIVE [D E.L.EACH ACCIDENT $
OFFICERWEMBER EXCLUDED? N/A
(Mandatory in NH) E1.DISEASE-EA EMPLOYEE $
If yes,describe under
UEsCRIPDON,OF n Icy LIM11
ry2ND EXCESS I I PES-XS-01-060411/13/23 11/13/24 EACH OCC/G
PROFESSIONAL LIABILITY y ANE5120990.24 /2 /23 3/28/25 EACH C /
DISABILITYL /11/24 3/11/25 1 STATUTORY LIMIT
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required)
AS PER ALL POLICY TERMS CONDITIONS HOLDER
LOCATIONSADDITIONAL INSURED ALL LL COVERED OPERATIONS.
Town of Southold
BUILDING T T SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF,Town all AnnexACCORDANCE WITH THE POLICY PROVISIONS,
WILL BE DELIVERED IN
54375 Main Road P. 0. Box
Southold, Y 11971-0959 AUTHORIZED REPRESENTATIVE
@ 1988joFS ACORD CORPORATION.All rights reserved.
ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD
NEW
r' Workers' CERTIFICATE OF
sTAT Compensation
Board NYS WORKERS'COMPENSATION INSURANCE COVERAGE
Ia.Legal Name&Address of Insured(use street address only) lb.Business Telephone Number of Insured
Digital Construction Tech,Inc. (718)502-6262
dba Digital Construction Tech,Inc.
12011 89th Ave lc.NYS Unemployment Insurance Employer Registration
Number of Insured
Richmond Hill,NY 11418-3235
Work Location of Insured(Only required if coverage is specifically 1d.Federal Employer Identification Number of Insured or
limited to certain locations in New York State, i.e.a Wrap-Up Policy) Social Security Number
814767884
2.Name and Address of Entity Requesting Proof of Coverage(Entity 3a.Name of Insurance Carrier
Being Listed as the Certificate Holder)
Continental Indemnity Co.
Town of Southold 3b.Policy Number of Entity Listed in Box"la"
BUILDING DEPARTMENT Town Hall Annex
54375 Main Road P.O.Box 1179 46-369707-01-06
Southold,NY 11971-0959 3c.Policy effective period
Attn:Project Manager
04l08/24 to 04/08/25
3d.The Proprietor,Partners or Executive Officers are
0 included.(only check box if all partners/office[-,included)
❑ all excluded or certain partners/officers excluded.
This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers'
compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under
Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed
agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2'.
The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is
canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel
the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)
Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or
until the policy expiration date listed in box"3e,,whichever is earlier.
This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not
amend,extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those
contained in the referenced policy.
This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in
effect.
Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be
named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with
a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the
mandatory coverage requirements of the New York State Workers'Compensation Law.
Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier
referenced above and that the named insured has the coverage as depicted on this form
Approved by: Todd Brownm _w .....
(Print name raf her isa d tepre tentative or licenced agent of int uranetcarrier)
" .-
2024
Approved by: .............. __...._ ._.....____. �... 05123fw....._.-..__.......
(Signature) (Date)
Title„ Authorized Representative
�.. . .. )2 4- 4
Telephone Number of authorized representative or licensed agent of insurance carrier: (.877 3 442
Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers
are NOT authorized to issue it.
C-105.2(9-17) www.wcb.ny.gov
1�
OFFICE LOCATION: � � MAILING ADDRESS
Town Hall Annex 1 � ,j�� P.O. Box 1 179
54375 State Route 25
Southold,NY 11971
(cor. Main Rd. &Youngs Ave.)
Southold,NY - Telephone: 631-765-1938
www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Accounting
From. Planning Department
Date: June 17, 2024
Re: Check
The attached check is a Consultant Escrow Fee for the project review listed below.
Please deposit into B691 Deferred Revenue Account.
Thank you.
_-..A.Name t Troject ..... Tax Map #.... _... ...........Amount
... a.w.... ........Check Date/N..
0
.w...nm.M.M.._..._w YP.w �... ......... ....._ ...... _......._.__......ww.v.w............ .�.................. M........w....n _.
AT&T Upgrades at 1040E Hortons $4000.00 6/13/24-#903036
Lane 61-1-10 Smartlink
_..._................_..__..__.._ ......'........................
......... ....... ...w...... _ ...
Smartlink, LLC Bank of America 903036
10 Church Circle Annapolis,MD 21401
Annapolis, MD 21401 06/13/24
PAY TO THE Town of Southold $ 4,000.00
ORDER OF
**Four Thousand and 00/100**
at.tJARs
Escrow Fee for outside planning review
1040 B Hortons Lane/ FA# 10111678 w�w_� .�°
MEMO AUPORIZEc SIGNATURE