t elite towers lp

SITE NAME: SPRINGS FIRE DISTRICT

179 FORT POND BLVD

EAST HAMPTON, NY 11937

PROPOSED 180'-0" POLE

SPRINGS FIREDISTRICT

Dewberry Engineers Inc.600 PARSIPPANY ROADSUITE 301PARSIPPANY, NJ 07054PHONE: 973.739.9400FAX: 973.739.9710

ELITE TOWERS LP.

ELITE TOWERS LP.

ONE CALL 811 OR

PHONE #: 1-(800) 962-7962

www.digsafelyny.com

R

DIRECTIONS:

REVDRAWING INDEX

PROJECT DESCRIPTION APPLICABLE BUILDING CODES & STANDARDSVICINITY MAP

SCALE: N.T.S.

PROJECT INFORMATION

PROJECT CONTACTS

EAST HAMPTON REQUIREMENTS

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N

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APPROXIMATE TRUE NORTH

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Z-1

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TITLE SHEET

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SHEET NUMBER

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SHEET TITLE

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SITE ADDRESS:

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PROJECT NUMBER:

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179 FORT POND BLVD EAST HAMPTON, NY 11937

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JOB NUMBER:

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REVIEWED BY:

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CHECKED BY:

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DRAWN BY:

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ZONING DRAWINGS

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GHN

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50078181

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JWS

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BJR

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50070398

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ELITE TOWERS L.P. 1 SOUTH DURKEE LANE EAST PATCHOGUE, NY 11722

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IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.

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GREGORY NAWROTZKI, P.E.

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NEW YORK LICENSE NO. 097512

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11/19/19

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2

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REVISED PER COMMENTS

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01/08/20

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3

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01/10/20

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02/07/20

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02/25/20

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03/02/20

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03/11/20

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03/17/20

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03/20/20

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ELITE TOWERS L.P 1 SOUTH DURKEE LANE EAST PATCHOGUE, NY 11722

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DIRECTIONS FROM 44 W JEFRYN BLVD, DEER PARK, NY 11729: DEPART W JEFRYN BLVD TOWARD BURT DR, TURN RIGHT ONTO GRAND BLVD, TURN LEFT ONTO SECATOGUE RD, ROAD NAME CHANGES TO CORBIN AVE, TURN RIGHT ONTO PINE AIRE DR, TAKE RAMP RIGHT FOR SAGTIKOS PARKWAY SOUTH TOWARD BAYSHORE, AT EXIT S4, TAKE RAMP LEFT FOR SOUTHERN PARKWAY EAST TOWARD EAST ISLIP, AT EXIT 44E, TAKE RAMP RIGHT FOR SUNRISE HWY TOWARD MONTAUK, TAKE RAMP FOR RT-27 E / SUNRISE HWY, BEAR LEFT ONTO N MAIN ST / CR-40, KEEP RIGHT TO STAY ON N MAIN ST, KEEP STRAIGHT ONTO SPRINGS FIREPLACE RD / SPRINGS RD / SPRINGS-FIREPLACE RD / CR-41, TURN LEFT ONTO FORT POND BLVD, 179 FORT POND BLVD, EAST HAMPTON, NY 11937

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ARCHITECT/ENGINEER

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JOANNE SLAMAN

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DEWBERRY

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(973) 576-9674

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CONSTRUCTION

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ELITE TOWERS

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SITE ADDRESS:

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PROPERTY OWNER:

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CO-APPLICANT:

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LATITUDE:

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LONGITUDE:

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ELEVATION:

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TOWN OF EAST HAMPTON

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JURISDICTION:

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CURRENT USE:

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PROPOSED USE:

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LAT/LONG TYPE:

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(NAD 83)

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±85' AMSL (NAVD 88)

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179 FORT POND BLVD EAST HAMPTON, NEW YORK 11937

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REMOVAL OF EXISTING (1) 150'-0" TALL POLE, INSTALLATION OF (1) NEW 180'-0" POLE, INSTALLATION OF (1) NEW 10' x 20' EQUIPMENT SHELTER & INSTALLATION OF (1) NEW CABLE BRIDGE.

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PROPERTY TAX ID:

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DISTRICT 300; SECTION 062; BLOCK 02; LOT 18.2

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TANYA NEGRON

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(516) 410-8730

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FIRE DISTRICT/ UNATTENDED COMMUNICATION FACILITY

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Z-1 TITLE SHEET TITLE SHEET Z-2 SITE PLAN, NOTES & REQUIREMENTS SITE PLAN, NOTES & REQUIREMENTS SITE PLAN, NOTES & REQUIREMENTS Z-3 AERIAL MAP AERIAL MAP Z-4 COMPOUND PLAN COMPOUND PLAN Z-5 ELEVATION LOOKING NORTH ELEVATION LOOKING NORTH Z-6 ELEVATION LOOKING SOUTH ELEVATION LOOKING SOUTH Z-7 ELEVATION LOOKING WEST ELEVATION LOOKING WEST Z-8 ELEVATION LOOKING EAST ELEVATION LOOKING EAST Z-9 CONSTRUCTION DETAILS I CONSTRUCTION DETAILS I Z-10 CONSTRUCTION DETAILS II CONSTRUCTION DETAILS II Z-11 EQUIPMENT DETAILS EQUIPMENT DETAILS

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SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, & LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES & STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE ELECTRICAL CODE: NATIONAL ELECTRIC CODE - 2014 (NFPA 70) LIGHTNING PROTECTION CODE: NFPA 780-2014 LIGHTNING PROTECTION CODE SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, THIRTEENTH EDITION. ANSI/TIA (TELECOMMUNICATIONS INDUSTRY ASSOCIATION) TIA/EIA 222-G, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER & ANTENNA SUPPORTING STRUCTURES. TIA 607, COMMERCIAL BUILDING GROUNDING & BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, & EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING & GROUNDING OF ELECTRONIC EQUIPMENT IEEE C2, NATIONAL ELECTRIC SAFETY CODE - LATEST VERSION. TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES & STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT & A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.

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SPRINGS FIRE DISTRICT 179 FORT POND BLVD EAST HAMPTON, NY 11937

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10 10 10 10 10 10 10 10 10 10 10

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SITE

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PROPOSED FACILITY SHALL BE IN COMPLIANCE WITH HURRICANE & TORNADO DESIGN STANDARDS SET FORTH IN EIA/TIA 222 REVISION G

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N 41.026447 W -72.15773

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FIRE DISTRICT/ UNATTENDED COMMUNICATION FACILITY

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CO-APPLICANT:

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& DISTRICT 300; SECTION 062; BLOCK 02; LOT 8



ELITE TOWERS LP.

GENERAL NOTES

SITE PLAN

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N 45°16'02" W

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25.00'

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S 44°43'58" W

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99.06'

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N 44°43'58" E

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60.00'

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N 45°16'02" W

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100.00'

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N 44°43'58" E

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60.00'

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S 45°16'02" E

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100.00'

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N 45°16'02" W

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350.00'

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S 44°43'58" W

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242.34'

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S 44°39'42" E

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375.02'

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345.37'

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S 44°43'58" W

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CB

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OVERHEAD WIRES

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SPLIT-RAIL FENCE

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SPLIT-RAIL

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FENCE

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SPLIT-RAIL FENCE

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SPLIT-RAIL FENCE

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STOCKADE FENCE

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CHAINLINK FENCE

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CHAINLINK FENCE

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CHAINLINK FENCE

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WOOD FENCE

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CHAINLINK FENCE

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CHAINLINK FENCE

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CHAINLINK FENCE

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CHAINLINK FENCE

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DILAPIDATED WIRE & BARBED WIRE FENCE

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STOCKADE FANCE

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WOOD & DEER FENCE

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GENERATOR

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SPLIT-RAIL

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FENCE

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STONE DIRVEWAY

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MCs

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0.9S

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1.6N

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3.6E

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2.0S

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0.9E

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FE

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2.7E

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STONE

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DRIVE

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EDGE OF CLEARING

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EDGE OF

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CLEARING

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VEG

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VEG

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VEG

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CLR

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CLR

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CLR

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CLR

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CLR

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EM PANEL

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APPROX C/L TREES

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APPROX. C/L HEDGE

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APPROX

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C/L TREES

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ELEC BOX

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STONE

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DRIVE

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Set

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Spk.

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Fnd.

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Pin

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TM 300-062-02-8 AREA: 6,000 SQ. FT. or 0.138 ACRES BUILDING COVERAGE: ALLOWED = 1,200 SQ. FT. EXISTING = 0 SQ. FT. PROPOSED = 0 SQ. FT. TOTAL LOT COVERAGE: ALLOWED = 3,000 SQ. FT. EXISTING = 0 SQ. FT. PROPOSED = 0 SQ. FT. CLEARING: ALLOWED = 6,000 SQ. FT. EXISTING = 0 SQ. FT. PROPOSED = 0 SQ. FT.

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TM 300-062-02-18.2 AREA: 122,712 SQ. FT. or 2.817 ACRES BUILDING COVERAGE: ALLOWED = 49,085 SQ. FT. EXISTING = 12,078 SQ. FT. PROPOSED = 0 SQ. FT. TOTAL LOT COVERAGE: ALLOWED = 85,898 SQ. FT. EXISTING = 63,734 SQ. FT. PROPOSED = 2150 SQ. FT. TOTAL = 65,884 SQ. FT. CLEARING: EXISTING = 87,031 SQ. FT. PROPOSED = 2125 SQ. FT. TOTAL = 89,156 SQ. FT.

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PROPOSED POLICE DEPARTMENT 10' x 20' EQUIPMENT SHELTER

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SHEET NUMBER

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SHEET TITLE

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SITE ADDRESS:

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PROJECT NUMBER:

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JOB NUMBER:

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REVIEWED BY:

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ZONING DRAWINGS

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GHN

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50078181

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JWS

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BJR

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50070398

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11/19/19

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Z-2

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& REQUIREMENTS

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SITE PLAN, NOTES

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1. SITE PLAN BASED ON SURVEY BY GEORGE WALBRIDGE SURVEYORS, P.C., DATED SITE PLAN BASED ON SURVEY BY GEORGE WALBRIDGE SURVEYORS, P.C., DATED 02/25/2019 2. THE PROPOSED USE IS FOR COMMUNICATIONS & IS NOT INTENDED FOR PERMANENT THE PROPOSED USE IS FOR COMMUNICATIONS & IS NOT INTENDED FOR PERMANENT OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY SEWER & ADDITIONAL ON-SITE PARKING ARE NOT REQUIRED FOR THE PROPOSED USE. 3. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" (1-800-272-1000) FOR CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" (1-800-272-1000) FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 4. NO LIGHTING ON THE POLE IS PROPOSED OR REQUIRED BY THE FCC OR FAA. NO LIGHTING ON THE POLE IS PROPOSED OR REQUIRED BY THE FCC OR FAA. 5. THERE IS NO PROPOSED GRADING REQUIRED FOR THIS LOCATION THERE IS NO PROPOSED GRADING REQUIRED FOR THIS LOCATION

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1"=60' FOR 11"x17" 1"=30' FOR 22"x34"

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SCALE:

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30'

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0'

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60'

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1

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PROPOSED 30'x70' FENCED GRAVEL EQUIPMENT COMPOUND WITH BOLLARDS

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FORT POND BOULEVARD (OPEN-PAVED)

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Z-4

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1

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Z-7

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1

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Z-5

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1

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Z-6

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1

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1

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FLEMING STREET (OPEN-PAVED)

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Existing Generator

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MALONE STREET (OPEN)

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Conc.

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Conc.

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Conc.

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Concrete Ramp

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Conc.

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Existing Whistle

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Conc.

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Conc.

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Conc.

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Conc.

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EXISTING PARKING SPACES EXISTING = 81 PROPOSED = NONE REMOVED = NONE

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NOTE: 1. PROPOSED COMPOUND AREA 30'X70' IS GRASS & WILL BE PROPOSED COMPOUND AREA 30'X70' IS GRASS & WILL BE GRAVEL. PROPOSED POLE AREA IS CONCRETE & GRASS THAT WILL BE REMOVED & REPLACED WITH CONCRETE FOR THE FOUNDATION & BOLLARDS.

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Existing Flagpole

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ZONE: NB

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ZONE: A

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ZONE: B RESIDENCE

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ZONE: NB

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RESERVED AREA MAP #7075

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ZONE: B RESIDENTIAL

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Existing Utility Pole Location (V.I.F.)

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Existing Underground Power Conduit Bulleted From Utility Pole (Across Fort Pond Blvd.) To Transformer Pad (V.I.F.)

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Existing (2) 4" Conduits Bulleted Underground From Existing Fire Department Radio Cabinet(V.I.F.)

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Existing Underground Propane Tank (500 Gallon)

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Existing Aboveground Diesel Fuel Tank (550 GALLON)

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Existing Underground Oil Tank (1000 Gallon)

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Conc.

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Concrete Apron

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Existing Concrete Pad (TO BE REMOVED)

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PROPOSED 180' TALL POLE



ELITE TOWERS LP.

AERIAL PHOTOGRAPH

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Z-3

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AERIAL PHOTOGRAPH

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SHEET NUMBER

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SHEET TITLE

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50070398

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SCALE: N.T.S.

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ZONE = NB

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ZONE = B

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ZONE = A

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ZONE = A2

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LEGEND



ELITE TOWERS LP.

COMPOUND PLAN

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Z-4

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COMPOUND PLAN

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50070398

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SCALE:

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1"=60' FOR 11"x17" 1"=30' FOR 22"x34"

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30'

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0'

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60'

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PROPOSED 10' x 20' POLICE DEPARTMENT EQUIPMENT SHELTER ON CONCRETE PIERS

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PROPOSED MESA CABINET MOUNTED TO PROPOSED PULL BOX ON PROPOSED CONCRETE PAD

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PROPOSED TRANSFORMER MOUNTED TO CONCRETE PAD

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PROPOSED (2) 6' WIDE ACCESS GATES

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PROPOSED (1) 4' WIDE ACCESS GATE

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N

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APPROXIMATE TRUE NORTH

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PROPOSED POLICE DEPARTMENT GPS MOUNTED TO PROPOSED SHELTER

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Z-10

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PROPOSED 6' TALL CHAIN LINK FENCE

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Z-9

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6

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Z-10

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PROPOSED 30'x70' FENCED GRAVEL EQUIPMENT COMPOUND (2100 SQ FT)

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RELOCATED EXISTING FIRE DISTRICT EQUIPMENT CABINET ON PROPSOED CONCRETE PAD

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PROPOSED (12) BOLLARDS SET 4'-0" O.C.

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NOTE: 1. ALL EQUIPMENT & EXISTING POLE ARE TO BE REMOVED OR ALL EQUIPMENT & EXISTING POLE ARE TO BE REMOVED OR RELOCATED TO NEW COMPOUND & EXISTING COMPOUND AREA TO BE RESTORED TO MATCH CONDITIONS PRIOR TO ITS CONSTRUCTION.

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ELITE TOWERS LP.

ELEVATION LOOKING NORTH

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ELEVATION LOOKING NORTH

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SHEET NUMBER

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SCALE:

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1/32"=1' FOR 11"x17" 1/16"=1' FOR 22"x34"

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16'

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8'

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32'

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Existing 150' Pole (TO BE REMOVED)

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Existing Fire District Building

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PROPERTY LINE

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PROPERTY LINE

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PYRAMID HEIGHT ELEV. = 187'-0" A.G.L.

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MAXIMUM ALLOWABLE HEIGHT FOR ZONE ELEV. = 30'-0" A.G.L.

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LINE OF PYRAMID

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Existing Fire District Non-Operational Antennas (TO BE REMOVED)

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TOP OF PROPOSED POLE ELEV. = 180'-0" A.G.L.

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PROPOSED (1) POLICE DEPT. WHIP ANTENNA ELEV. = 159'-3" A.G.L.

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PROPOSED (2) FIRE DISTRICT YAGI ANTENNAS ELEV. = 152'-0" A.G.L. = 152'-0" A.G.L.

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PROPOSED (2) POLICE DEPT. MICROWAVE DISHES ELEV. = 169'-0" A.G.L.

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PROPOSED POLICE DEPARTMENT TOWER TOP AMPLIFIER MOUNTED AT BASE OF OMNI ANTENNA

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PROPOSED (1) POLICE DEPT. DIPOLE ANTENNA ELEV. = 190'-0" A.G.L.

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PROPOSED (1) POLICE DEPT. OMNI ELEV. = 182'-6" A.G.L.

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PROPOSED (1) POLICE DEPT. 3" SCH 40 PIPE ELEV. = 165'-5" A.G.L.

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PROPOSED POLICE DEPARTMENT DIPOLE ANTENNA (TYP.-1)

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PROPOSED POLICE DEPARTMENT WHIP ANTENNA (TYP.-2)

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ELITE TOWERS LP.

ELEVATION LOOKING SOUTH

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ELEVATION LOOKING SOUTH

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SHEET NUMBER

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PROPOSED POLICE DEPARTMENT GPS MOUNTED TO PROPOSED CABLE BRIDGE POST

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PROPOSED 6'-0" TALL CHAIN LINK FENCE

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PROPOSED 10' x 20' POLICE DEPARTMENT EQUIPMENT SHELTER

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LINE OF PYRAMID

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NOTE: 1. GARAGE STRUCTURE NOT GARAGE STRUCTURE NOT SHOWN IN ELEVATION FOR CLARITY.

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ELITE TOWERS LP.

ELEVATION LOOKING WEST

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ELEVATION LOOKING WEST

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03/02/20

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PROPOSED POLICE DEPARTMENT GPS MOUNTED TO PROPOSED CABLE BRIDGE POST

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Existing 150' Pole (Beyond) (TO BE REMOVED)

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LINE OF PYRAMID

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ELITE TOWERS LP.

ELEVATION LOOKING EAST

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ELEVATION LOOKING EAST

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GHN

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BJR

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50070398

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11/19/19

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PROPOSED POLICE DEPARTMENT GPS MOUNTED TO PROPOSED EQUIPMENT SHELTER

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LINE OF PYRAMID

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Existing Fire District Garage

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Existing Antennas (TO BE REMOVED)

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GRAVEL ACCESS AREA DETAIL



ELITE TOWERS LP.

CHAIN LINK FENCE DETAIL

CHAIN LINK, CORNER, GATEEND OR PULL POST DETAIL

FENCE COMPOUND DETAILS / NOTES

CHAIN LINK GATE DETAIL

GRAVEL SURFACING DETAIL

JOINT SERVICE TRENCH BURIED CONDUIT(ELECTRIC/TELEPHONE)

PIER DETAIL

EXISTING FIRE DISTRICTCABINET DETAIL

4" PVC UTILITY TRENCH DETAIL

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CONSTRUCTION

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DETAILS I

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4" (MIN.)

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2" (MIN.)

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SHEET NUMBER

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SHEET TITLE

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BJR

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11/19/19

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SCALE: N.T.S.

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TENSION WIRE

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EXTERIOR SIDE

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TOP RAIL

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PROJECT 1" ABOVE GROUND & SLOPE ALL AROUND (TYP.)

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FACILITY SIDE

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FINISHED GRADE OR EXISTING GROUND

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FINISHED GRADE OR EXISTING GROUND

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1-1/2" MAX. CLEARANCE FROM GRADE

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BOTTOM TENSION WIRE

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DIAGONAL ROD w/ STEEL TURNBUCKLE

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STRETCHER BAR

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TOP BRACE RAIL

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CORNER, GATE, END OR PULL POST

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1. GATE POST, CORNER, TERMINAL OR PULL POST 2-1/2" SCHEDULE 40 FOR GATE WIDTHS UP GATE POST, CORNER, TERMINAL OR PULL POST 2-1/2" SCHEDULE 40 FOR GATE WIDTHS UPTROUGH 4 FEET PER ASTM-F1083. 2. LINE POST: 2" SCHEDULE 40 PIPE PER ASTM-F1083. LINE POST: 2" SCHEDULE 40 PIPE PER ASTM-F1083.3. GATE FRAME: 1-1/2" SCHEDULE 40 PIPE PER ASTM-F1083. GATE FRAME: 1-1/2" SCHEDULE 40 PIPE PER ASTM-F1083.4. TOP RAIL & BRACE RAIL: 1-1/2" SCHEDULE 40 PIPE PER ASTM-F1083. TOP RAIL & BRACE RAIL: 1-1/2" SCHEDULE 40 PIPE PER ASTM-F1083.5. FABRIC: 12-GAUGE CORE WIRE SIZE 2-INCH MESH, CONFORMING TO ASTM-A392. FABRIC: 12-GAUGE CORE WIRE SIZE 2-INCH MESH, CONFORMING TO ASTM-A392. 6. TIE WIRE: MINIMUM 11-GAUGE GALVANIZED STEEL AT POSTS & RAILS A SINGLE WRAP OF TIE WIRE: MINIMUM 11-GAUGE GALVANIZED STEEL AT POSTS & RAILS A SINGLE WRAP OF FABRIC TIE & AT TENSION WIRE BY HOG WITH FABRIC 14-GAUGE, 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCHES CENTERS (BLACK). 7. TENSION WIRE: 7-GAUGE GALVANIZED STEEL. TENSION WIRE: 7-GAUGE GALVANIZED STEEL. 8. GATE LATCH: DROP DOWN LOCKABLE FORK LATCH & LOCK, KEYED ALIKE FOR ALL SITES IN A GATE LATCH: DROP DOWN LOCKABLE FORK LATCH & LOCK, KEYED ALIKE FOR ALL SITES IN A GIVEN MTA. 9. HEIGHT = 6 FEET VERTICAL. HEIGHT = 6 FEET VERTICAL. 10. ALL FENCE COMPONENTS SHALL BE GALVANIZED, EXCEPT CHAIN LINK FENCE, IN ACCORDANCE ALL FENCE COMPONENTS SHALL BE GALVANIZED, EXCEPT CHAIN LINK FENCE, IN ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON & STEEL PRODUCTS."

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CONCRETE FOOTING (4000 PSI)

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5

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2

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+

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+

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CHAIN LINK FENCE

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EXISTING GRADE

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REMOVE TOPSOIL & REPLACE WITH 3/4 " GRAVEL SURFACING, 4" MINIMUM

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NON-VEGETATIVE WEED BARRIER FABRIC "TYPAR, HEAVY GRADE" BY REEMAY, 1-800-321-6271 OR APPROVED EQUAL

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COMPACTED SUBGRADE

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COMPOUND AREA

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GRADE TO DRAIN

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3/4" WASHED STONE

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3/4" CRUSHED STONE ASTM C33, SIZE No. 57

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COMPACTED SUBGRADE

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WEED BARRIER- "TYPAR" LANDSCAPE FABRIC OR EQUAL

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GATE POST

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GATE POST

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TOP BRACE RAIL

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STRETCHER BAR

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DIAGONAL ROD w/STEEL TURNBUCKLE

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FINISH GRADE OR GROUND

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GATE FRAME

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GATE LATCH w/LOCK

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CONCRETE FOOTING (4000 PSI)

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SUPPORT ARM

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6'-0" MIN

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CLR OPNG.

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6'-0" MIN

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CLR OPNG.

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TRENCH NOTES: 1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. 2. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" LIFTS. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" LIFTS. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE, CONTRACTOR IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE, CONTRACTOR SHALL HAND DIG U/G TRENCHING.

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Existing Grade

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2" SCH 40 PVC ELECTRICCONDUIT

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TRENCH

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WARNING TAPE

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4" SCH 40 TELCO CONDUIT(WITH 200 LB MINIMUM PULL WIRE)

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GRADE

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(4) 1/2" ANCHOR BOLTMIN 12" EMBEDMENT, 2" BEND, PROJECT 3"

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6

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(8) #6 #6 REBAR

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W12

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6"

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6"

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6"

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(MIN)

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6"

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2'-6" MIN

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(MIN)

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18"

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24"

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*

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FINISHED GRADE- MATCH SLOPE THICKNESS AND MATERIAL OF EXISTING CONDITIONS OR AS DIRECTED BY THE ENGINEER.

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UNDISTURBED

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CLEAN FILL (CONTROL COMPACTED IN 12" LIFTS)

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FOUR (4) 4" SCH 40 PVC CONDUITS (2) FOR POWER AND (2) FOR TELCO

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NOTE: 1. MINIMUM SEPARATION PER TELCO AND UTILITY MINIMUM SEPARATION PER TELCO AND UTILITY COMPANY REQUIREMENTS.

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WARNING TAPE

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*

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(MIN)

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6"

TOWERS L.P.ELITE

TOWERS L.P.ELITE

EMERGENCY SIGN DETAIL



ELITE TOWERS LP.

EQUIPMENT SHELTER DETAIL

BOLLARD DETAIL

5-A 5-B 5-C

5-D

5-A

5-B

5-C

5-D

MESA CABINET DETAIL

CONCRETE PAD FOUNDATION

SECTION

TRANSFORMERDETAIL (BY OTHERS)

LIGHT FIXTURE DETAIL

UNDERGROUND CABLE ROUTING

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·

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SHELTER ISLAND POLICE DEPARTMENT

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NO TRESPASSING

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MANAGEMENT CONTROL CENTER

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FACILITY. CONTACT THE NETWORK

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THIS IS AN ELECTRONICALLY MONITORED

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PRIOR TO ENTRY

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PLEASE CALL 1-631-242-0403

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REGARDING THIS FACILITY

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FOR INFORMATION OR CONCERNS

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Z-10

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CONSTRUCTION

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DETAILS II

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SPRINGS FIRE DISTRICT

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NO TRESPASSING

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MANAGEMENT CONTROL CENTER

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FACILITY. CONTACT THE NETWORK

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THIS IS AN ELECTRONICALLY MONITORED

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PRIOR TO ENTRY

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PLEASE CALL 1-631-242-0403

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REGARDING THIS FACILITY

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FOR INFORMATION OR CONCERNS

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SCALE: N.T.S.

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2

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SHEET NUMBER

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SHEET TITLE

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SITE ADDRESS:

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PROJECT NUMBER:

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JOB NUMBER:

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REVIEWED BY:

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CHECKED BY:

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DRAWN BY:

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ZONING DRAWINGS

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GHN

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50078181

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R

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JWS

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BJR

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50070398

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11/19/19

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2

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01/08/20

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01/10/20

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02/07/20

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02/25/20

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03/02/20

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03/11/20

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03/17/20

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03/20/20

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NOTE: 1. SIGN TO INCLUDE BLACK LETTERING EXCEPT AS SIGN TO INCLUDE BLACK LETTERING EXCEPT AS NOTED, ON WHITE BACKGROUND, ON METAL. CONTACT ELITE TOWERS PROJECT MANAGER FOR EXACT TELEPHONE EMERGENCY NUMBER.

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RED

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CONCRETE CAP

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6" SCHEDULE 40 GALV.STEEL PIPE FILLED WITH CONCRETE & PAINTED YELLOW

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GRADE, PAVEMENT OR FIN. GRADE

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3000 PSI CONCRETE

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SCALE: N.T.S.

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3

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CABLE PORT

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CABLE PORT

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WORK LIGHT

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WORK LIGHT

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HVAC UNIT (TYP.-2)

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GEN PLUG

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GEN PLUG

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GEN PLUG

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HVAC UNIT (TYP.-2)

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HVAC UNIT (TYP.-2)

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HVAC UNIT (TYP.-2)

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ACCESS DOOR

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ACCESS DOOR

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MESA PRE-INSTALLED DISTRIBUTION PANEL

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PROPOSED 6'x4' CONCRETE PAD

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PLAN VIEW

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SIDE VIEW

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FRONT VIEW

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SCALE:

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4

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N.T.S.

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NOTE: MESA CABINET BASE NOT NEEDED ON STEEL PLATFORMS

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6

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1'

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PAD LENGTH

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PAD WIDTH

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USE

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N.T.S.

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SCALE:

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MESA CABINET EQUIPMENT

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3'-3"

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5'-6"

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EXISTING GRADE

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CONCRETE PAD

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6" COMPACTED GRAVEL

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NOTES: 1. CONTRACTOR TO VERIFY FINAL PAD DIMENSIONS PRIOR TO CONSTRUCTION OF FOUNDATION. CONTRACTOR TO VERIFY FINAL PAD DIMENSIONS PRIOR TO CONSTRUCTION OF FOUNDATION. 2. ANCHOR EQUIPMENT TO FOUNDATION PER EQUIPMENT MANUFACTURER RECOMMENDATIONS. ANCHOR EQUIPMENT TO FOUNDATION PER EQUIPMENT MANUFACTURER RECOMMENDATIONS. 3. BEARING STRATA MEDIUM TO DENSE INSET GRANULAR MATERIAL OR COMPACTED GRAVEL FILL. BEARING STRATA MEDIUM TO DENSE INSET GRANULAR MATERIAL OR COMPACTED GRAVEL FILL. 95% COMPACTION. 4. FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS TO BE USED. FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS TO BE USED. 5. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI.CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI.

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GLAREBUSTER BRAND, MODEL GB-1000 IES FULL CUTOFF TYPE FIXTURE

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Z-10

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NOTE: 1. TO BE IN COMPLIANCE WITH 2018 IFC 312.TO BE IN COMPLIANCE WITH 2018 IFC 312.

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CONCRETE PAD

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CONCRETE PAD

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PROPOSED TRANSFORMER (BY OTHERS)

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TRENCH WIDTH

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6"

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3'-0" MIN

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6"

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6"

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FINISHED GRAVEL MATCH SLOPE AND THICKNESS OF EXISTING CONDITIONS

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VARIES DEPENDENT UPON SIZE AND NUMBER OF CONDUITS

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Existing (6) 6" Underground Conduits for Coax Cables (TO REMAIN)

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FINISHED GRADE- MATCH SLOPE THICKNESS AND MATERIAL OF EXISTING CONDITIONS OR AS DIRECTED BY THE ENGINEER. GRAVEL SURFACE: 3/4" MIN. CRUSHED STONE, 4" THICK. IN GRASS AREAS: 6" TOP SOIL, SEED AND MULCH. IN PAVED AREAS: MIN. 1-1/2" TOP COURSE AND 2" BASE COURSE. SAWCUT EXISTING PAVEMENT AS DIRECTED.

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1

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CLEAN SAND

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6" SCH. 40 PVC(TYP.-3)

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3/4" QUARRY PROCESS STONE

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UNDISTURBED

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6"

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WARNING TAPE

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FIRE DISTRICT EQUIPMENT

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10'-0"

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20'-0"

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TRANSFORMER EQUIPMENT

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4'-6"

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4'-6"



ELITE TOWERS LP.

GPS ANTENNA MOUNT

WHIP ANTENNA DETAIL (POLICE DEPARTMENT)

EQUIPMENT DETAILS (POLICE DEPARTMENT)


YAGI ANTENNA DETAIL (FIRE DISTRICT)

DISH ANTENNA DETAIL (POLICE DEPARTMENT)


YAGI ANTENNA DETAIL (FIRE DISTRICT)

DIPOLE ANTENNA DETAIL (POLICE DEPARTMENT)

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Z-11

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ANTENNA & EQUIPMENT

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DETAILS

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SHEET NUMBER

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SHEET TITLE

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SITE ADDRESS:

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PROJECT NUMBER:

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JOB NUMBER:

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REVIEWED BY:

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CHECKED BY:

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DRAWN BY:

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ZONING DRAWINGS

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GHN

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50078181

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R

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JWS

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BJR

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50070398

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11/19/19

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2

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01/08/20

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3

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01/10/20

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02/07/20

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02/25/20

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03/02/20

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03/11/20

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03/17/20

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MANUFACTURER: PCTEL MODEL: GPS-TMG-HR-26N BRACKET: SITE SPECIFIC

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NOTE: 1. PART NUMBER FOR BACKHAUL DISH NOT PART NUMBER FOR BACKHAUL DISH NOT GIVEN IN RFDS.

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Existing Shelter Roof

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WELD PIPE TO ANGLE OR MOUNT w/(2) GALV 1/4" U-BOLTS AND HARDWARE

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1.25" GALV.MOUNTING PIPE

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1/4" HILTI KWIK BOLT III EXPANSION ANCHOR w/2 1/2" EMBEDMENT (TYP. OF 2)

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L4x3x3/8x6" LONG L.L.V. GALV ANGLE

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1/2" JUMPER

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GPS ANTENNA (PROVIDED BY AT&T, INSTALLED BY CONTRACTOR)

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GPS ANTENNA NOTES: 1. GROUND ANTENNAS AND MOUNTS PER MANUFACTURER'S GROUND ANTENNAS AND MOUNTS PER MANUFACTURER'S RECOMMENDATIONS AND AT&T STANDARDS. 2. FIELD-LOCATE GPS ANTENNA A MINIMUM OF 10 FEET FIELD-LOCATE GPS ANTENNA A MINIMUM OF 10 FEET HORIZONTALLY FROM EXISTING GPS ANTENNA WITH AT&T CM APPROVAL. 3. SEAL ALL WALL PENETRATIONS WITH SILICONE SEALANT. SEAL ALL WALL PENETRATIONS WITH SILICONE SEALANT.

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Existing Shelter Wall

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1/2" SNAP-INHANGER

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GROUND GPS MOUNTING STRUCTURE BACK TO GROUND SYSTEM w/#2 SOLID BARE AND CAD WELDED (TYP.)

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Existing Shelter Flashing

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SNAP-IN BLOCK MOUNTED TO SHELTER WITH HILTI SS KWIK CON II SCREW ANCHOR

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t elite towers lp

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