HomeMy WebLinkAbout1000-63.-1-1014
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THE UNDERSIGNED, PURSUANT TO SOMIOLD TOWN CODE SECTION
ti 230-131(1), ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN
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A PR ALS FORTH IN THE RESOLUTION OF APPROVAL DATED
;.•, , ; �1 n0� j�.ARE ACCEPT(D (SEE CONDTI70NS ON RESOLUTION).
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at
A'Z URE TLE DATE
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TOWN OF SOL7110LD PLA,N,NLVG BOARD
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" HAIRPERSON SIGNATURE D17
Ph 908.537.1300 Fax 908.537.1398
OTE: 7U approved site development plan shall he valid for a period of eighteen (18)
months from the date of approval as per code section 280-132A.
SITE #: LI
-1025
1040-B HORTONS LANE, SOUTHOLD, NY 11971
GLENN U,' SCKRE'1
NY PROFESS644NGINF53718
IT IS A VIOLATION OF T��_OR ANY PERSON,
HE
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
iI '� _r,1_40```—£r's =r
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SCOPE OF WORK:
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An Unmanned Telecommunications Facility Including
8
WORK AREA
03/27/15
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Equipment Cabinets Located inside an Existing Building,
95' Overall Height Unipole
UNIPOLE HEIGHT
— —PROPOSED
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a with (6) Internally
Installed Antennas in Place of an Existing 40 Tall
09/30/14
LM
3'}i£ �'£X31#I
Flag Pole and an Emergency Backup Diesel Generator.
6
ATTORNEY
0
LM
PROJECT DIRECTORY:
COMMENTS
2 x Property Line,
5
GENERATOR ADDITION
04/08/14
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CLIENT COMMENTS
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APPLICANT:
New Cingular Wireless PCS, LLC
400 Hamilton Avenue
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03/14/14
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Suite 600B
ATTORNEY
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White Plains, NY 10601
631-424-3028
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ATTORNEY:
BY
♦
` BLOCK 1 ♦
PRELIMINARY AND FINAL
SITE '` '`''•''°
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Re', Nielsen, Huber & Coughlin, LLP,
36 N. New York Avenue,
SITE ADDRESS:
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[ ` LOT 10♦
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SOUTHOLD, NY 11971
R,� £ R. .
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Huntington, NY 11743
631-425-4100
ZONE: LI- LIGHT INDUSTRIAL
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SCALE: AS NOTED
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SITE ACQUISITION SPECIALIST:
CHECKED BY: CCS
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COVER PAGE
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KEY MAP
LOCATION MAP
LATITUDE: N41°03'56.10" (NAD83)
LONGITUDE: W74°2557.64" (NAD83)
NOT TO SCALE
NOT TO SCALE
GROUND ELEVATION: 39'+/- (NAVD88)
DWG.
DWG. TITLE
APPLICABLE BUILDING CODES AND STANDARDS
LEGAL DESCRIPTION:
Z01
COVER PAGE
DISTRICT: 1000 SECTION #: 63
BLOCK: 1 LOT: 10
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS
Z02
KEY MAP
ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE
AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF (CONTRACT AWARD SHALL GOVERN THE
DESIGN.
BUILDING CODE:
ZONE: LI - LIGHT INDUSTRIAL
Z03
KEY MAP - FOUNDERS VILLAGE CONDOMINIUMS
W
Z04
RADIUS MAP/VICINITY MAP
Z05
HISTORICAL/CULTURAL AND LANDMARK LOCATIONS
Z06
SITE PLAN
[INTERNATIONAL BUILDING CODE (IBC), 2010 AS ADOPTED BY NY STATE BLDG CODE]
> W W > W
Z07
DETAILED SITE PLAN
ELECTRICAL CODE:
WW OZ a w
Z08
EQUIPMENT ROOM
[NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 2007, NATIONAL ELECTRICAL CODE, AS ADOPTED BY
STATE]
LIGHTNING
LGHTNING PROTECTION CODE:
a a Q
Q Q Q D
ELEVATION
0
AND DETAILS
Z10
GENERATOR DETAIL
[NFPA 780 - 2008, LIGHTNING PROTECTION CODE]
❑ ElFIRE/LIFE
SAFETY CODE: FIRE CODE OF NEW YORK STATE - 2010
CONSTRUCTION MANAGER: DATE
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
INSTITUTE OF STEEL CONSTRUCTION MANUAL OF STEEL CONSTRUCTION, ASD, NINTH
❑ 1:1AMERICAN El
(AISC),
EDITION ANSI/TIA 222-G, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING
SITE ACQUISITION: DATE
STRUCTURES: TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
TELECOMMUNICATIONS
❑ ❑ ❑
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH
RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100
RF ENGINEER: DATE
(1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING SOF ELECTRONIC EQUIPMENT
El El F1
SHEETS)
(TYPICAL DRAFTING STANDARDS FOR ALL
IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION
TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS
CHAIRMAN OF THE BOARD DATE
Existing
Light, Upper
When Labeling
And Lower Case Lettering
Existing Features
Know What's below.
Call belo'L it' t,1.
ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND 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 SPECIFIC REQUIREMENT,
THE SPECIFIC REQUIREMENT SHALL GOVERN.
SECRETARY OF THE BOARD DATED El
� 1:1 ElDARK
BOARD ENGINEER DATE
PROPOSED
BOLD, UPPER CASE LETTERING WHEN LABELING
PROPOSED FEATURES
Light Lines Represent Existing Features
LINES REPRESENT PROPOSED FEATURES
14
MCI idd Scherer, PC,
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
Id
GLENN U,' SCKRE'1
NY PROFESS644NGINF53718
IT IS A VIOLATION OF T��_OR ANY PERSON,
HE
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
`
1-7
8
REVISED
03/27/15
LL
UNIPOLE HEIGHT
7
PLANNING BOARD
09/30/14
LM
SUBMISSION
6
ATTORNEY
05/22/14
LM
COMMENTS
5
GENERATOR ADDITION
04/08/14
BR
4
CLIENT COMMENTS
03/19/14
LM
3
MONOPOLE CHANGES
03/14/14
LM
2
ATTORNEY
05/20/10
LM
COMMENTS
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
PRELIMINARY AND FINAL
SITE PLANS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
COVER PAGE
DRAWING NO.:
PAGE NO.:
Z01
1 of 12
.25.4
V
�TE:
SEE SHEET Z03 FOR ADDITIONAL I
PROPERTY OWNER'S INFORMATION — — —' SPohold Libr8
4 POW14
ON SECTION 63.01 & 63.02 I — — — Southold, NY 11971 `
—
16 17 1a 19 20 — — — C 2 1
c D A
A — �' Bldg 9 13.1
A. Anne P. KI'Ipp FHV LLC
Fs"
B: William A. Janet A. Hackford 2315 Pine Tres Road
.00 Bldg 8 C: Carole Barron P.O. Box 1295
� A: Christine Christie D: Frederick J. Tedeschi Revocable Trust Section: 63.02 Cutchogue, NY 11746
B: Richard & Maureen Condon E: Mona R. McCarthy p
C: James R. & Marilyn J. McCarthy Block: 1 `
D: Collette R. Clayton
*00 E: Chanes do Marie Stringfellow 3 `
37 36 35 34 Z
Founders Villa a Condominiums
47 46 45 44 43 E D C S 27 2555 E Southold, NY xAve
11971 `
A 26 A
/ E 0 C Bld
A: Marilyn Bottler —
!etion! 63.01 B: Edna S. & James L. Wallace Bldg 10 — — � 2.3
p C: Alfred do Kay Goldsmith A. Gloria Kiessel — — `
BI ck: 1 Bldg 14 D: June Simons Family Irrevocable Living Trust E: Judith & Les Schneidey — USVostal Service
E: Marjorie jc Roy Allen — — 520 traveler St
A. Joan
Cott l y 32 — — Southold, NY 11971
B: Joan Scott 30 31 i — — 14
♦ 36 C: Frank & Phyllis Musto
Founders Village D: Frances Charczuk 2! — O a
/Condominiums E: Edmund & Jacqueline Zeneski 28 — C 0 , 8.1
� 38 39 40 41 4 — B � G7
24 25 � — — A ` 5324 Maingg Road Co .
22 3 A B C E `' , 9. 1 Rockvil �entn Road
21 E Bldg 11
C D 3 Maly Grace Dougherty �*l
S A. Daniel J. & Pa icia O'Neill A. Croosdale Family 2008 Irrevocable '1 9 Arista Drive David Cannizzaro
A B: Philip Rein � B: Catharine Scull Cordell WoolDi Hills, NY 11746 , 193-25 Underhill Ave
Bldg 15 C: Maureen P. Williams W. Malden
C: David is David J. Markel -,/
rash Meadows, NY 113
I�` D: Audrey Reinhardt .-�/ / t n
A Thomas ReillyD: Jane Haas E: John is Pamela Abele ,.� / • v ' , •
E: Audry Riz�o / � � Sec ion. 61
B: Sara S. Dunne ��i-/ / / / ,
' C: Mattituck As. �j' / / / / / / / / / '� B1 ck• 1
ISPE: Frank Tarulli
///Section:
Block: 1
0. 1
9.4
Town of Southold
53095 Route 25
13.2 ,,/// / o� ,Southold, NY 11971
11 ///, //////////„ /////////////✓/// 03 1
Mthony Abruzzo , //////// ?o
Southold, NY 119on 71
Y / / / , / / / / / / / / / / / / / / / / �,� `� Grego C. .
1 2 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / East
Pati
hiristine Harmchael oonHampton,
1450 Horton Ln
Southold, NY 11971
1 SITE ,/
13.1 V///////////////////////mss 9
Scott J. Baldwin / / / / / / / / / / / / / / / / / / / / / / 1� Grant Roland Q 2j 1
L ne M. Baldwin 1 800 Horton Ln 9
70o Horton Ln / / / / / / / / / / / / / / / Southold, NY 111971 360 H rtonnLano
Southold, NY 11971 , / / / / / / / / / / / / / / / / / / / / / Southo , NY 11971
Michael x /, ////////////////// 30.1
1 onetJackowski
Ton of Southold,
53095 Route 25
Southold, NY 1197
(With
toad
11937 I 5
I The Whitaker
House LLC
P.O. Box 1346
I Southold, NY 11971
14
Barbara A. Clay
730 Bair Island Road
260 Horton Ln //////////////////// 15 Apt 105
C�3 Sothold, NY 1197 ////////////// / 16 Redwood CA 94063
17 Margaret
Murphy
r////////////////////A �/ 18 2 5 Hortons Lo
//////////////////// � .0. Box 374
19 Southold, Eliz et
�— 1.1 20 Y 11 711A it rswet Ct
14 / / / / / / /I��- jam` e erpoin
1 — I ' Donn Paul . Ras 1172
Varies)
/ r' e S Hortons L e
Jane Welz • vNort
1650 Horton Ln • ampbe I P.O. Box 275 John Barnes B&B Re
outhold, NY 119 , w t 8.1 !d6 E. 76t Southold, O. Box 135 Propi
O n e t 2A NY 11971 Sout 47 Alpine
H (j r t Rolfart G. Malone N w York Andrus i NY 197 unti gt n
.1111
745 Hortons Lane 10021 BS do J NY
0 P.O. Box 275 • Fam T /
�uthold, NY 11971 P. Box 1 27
3 1 / ou1197;
/ Louis W. Bec /
60 Sunnyside d /
Robert Elliston d1525 HoAch Ln y S uthold, 119 1
Nichole Cifarelli;;Fblliston
— mthdid, Y 1 971 7 014 000 ,
❑ ♦ _ _ �. Nunez
200' RADIUS LINE 8 2 10 n ids d �
` — — — — Yuth Cj • / Section: 63
P
or Baschnon a K
0. Box 108 ` p ` _ Block: 5
Sou old, NY 11 e
Section: 63 1(145 ' 12.1
Block: 1 3 2 v� 5 ,
loannis John J. Senko, Jr.
1.3 Martine BaschnongoZoumas 89 Peninsula Blvd
500 Sunnyside Road 050 N. Coun R
Hempstead, NY 11550
John Conway P.O. 1052 Wadin er,
` 1625 Horton Ln Southold, NY 11971 '4 NY �'
Southold, NY 11971 imot je
♦ All n
205 SunnysideoRoad ,
Southold, NY 11
Ole
�000 21
500' RADI S LINE
� � � � Joseph Radich
960 Greenfield Ln
Southold, NY 11971
Charles L. Lauer
895 Greenfields Ln
Southold, NY 11971 +�
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1 I KEY MAP
11x17 SCALE: 1"= 200'-0" 1 22x34 SCALE: 1" = 100'-0"
13
l�
BY
;+APPROVED
o
N
oa
malick B Scherer, PC,
Cfl
m
53 Frontage Road, Suite 260
Hampton, NJ 08827
M?
o�
www.malickandscherer.com
OF Nc �
'e
GLENN J. SCHERER
NY PROFESSIONAL Ek6fNER-# 5376,,, c� ,
=C:
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
CL
Ca
An
at&t
N
BY
;+APPROVED
PLANNING BOARD
.;nr.
TOWN OF SOUTHOLD
DATE
malick B Scherer, PC,
Consu/ting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
N
/
s -i
malick B Scherer, PC,
Consu/ting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
OF Nc �
h )-
GLENN J. SCHERER
NY PROFESSIONAL Ek6fNER-# 5376,,, c� ,
,
IT ISA VIOLATION OF THE LAW E& ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
at&t
8
REVISED
03/27/15
LL
UNIPOLE HEIGHT
7
PLANNING BOARD
09/30/14
LM
SUBMISSION
6
ATTORNEY
05/22/14
LM
COMMENTS
5
GENERATOR ADDITION
04/08/14
BR
4
CLIENT COMMENTS
03/19/14
LM
3
MONOPOLE CHANGES
03/14/14
LM
2
ATTORNEY
05/20/10
LM
COMMENTS
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
PRELIMINARY AND FINAL
SITE PLANS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
KEY MAP
DRAWING NO.:
PAGE NO.:
Z02
2 of 12
/
BIda 1:
A) Craig M. Schwab
2300 Pine Neck Rd
Southold, NY 11971
B) Marion Nossan
2555 Youngs Ave, #113
Southold, NY 11971
C) Elin Corwin
2555 Youngs Ave, #1C
Southold, NY 11971
D) William Meehan
Therese Meehan
2555 Youngs Ave, ,#11)
Southold, NY 11971
E) Bertsch Fam 2008 Irrev. Tr.
PO Box 1720
Southold, NY 11971
'Bldg 2,
A Donald E. Wagner
Florence M. Wagner
2555 Youngs Ave, #2A
Southold, NY 11971
B) MMM's Partnership
c/o Karen Uhlinger
P.O. Box 1025
Cutchogue, NY 11935
C) Carol R. Beaugord
P.O. Box 902
Southold, NY 11971
D) Michael Doherty
Linda Doherty
938 Washington St.
Baldwin Harbor, NY 11510
E) Joseph D. Cavanagh
2555 Youngs Ave, #2E
Southold, NY 11971
Bid 3:
A Herbert W. Wells Jr.
Norma S. Wells
2555 Youngs Ave, #3A
Southold, NY 11971
B) Reilly Richard G. Irrev Trust
2555 Youngs Ave, #313
Southold, NY 11971
C) Fronk Borberi
2555 Youngs Ave, #3C
Southold, NY 11971
D) Angelica C. Cannon
2555 Youngs Ave, #3D
Southold, NY 11971
E) Charles V. Donilczyk
Bettina Donilczyk
P.O. Box 200
Southold, NY 11971
Bld 4:
A George P. Mlicko
Joan Mlicko
6435 Cromwell Cres
Rego Park, NY 11374
B) Joseph Muntyon
Florence Muntyon
2555 Youngs Ave, #48
Southold, NY 11971
C) Carl H. Blosko
Elizabeth G. Blosko
2555 Youngs Ave, #4C
Southold, NY 11971
D) Susan A. Orlie
163 Central Ave
Greenport, NY 11944
E) Margaret Pawlik
2555 Youngs Ave, #4E
Southold, NY 11971
Bld 15:
A Thomas Reilly
Theresa J. Reilly
2555 Youngs Ave, #15A
Southold, NY 11971
B) Sara S. Dunne
2555 Youngs Ave, #15B
Southold, NY 11971
C) Mottituck Assoc. LLC
50 Midland Ave
Hicksville, NY 11801
D) Lois Codispoti
146 Osborne Rd
Rye, NY 10580
E) Torulli Volloire
2555 Youngs Ave, #15E
Southold, NY 11971
Bid 16:
A) Barbara Beong
2555 Youngs Ave, #16A
Southold, NY 11971
B) Lois Cunliffe
2555 Youngs Ave, #16B
Southold, NY 11971
C) Edwina G. Lotson
P.O. Box 1621
Southold, NY 11971
D) Earley Asset Mang. Trust
c/o Peter Earley
5075 Harmony Cir Unit 104
Vero Beach, FL 32967
E) Gloria F. Izzo
2555 Youngs Ave, #16E
Southold, NY 11971
Bldg 17:
A) Catherine Farley
53-53 207th St
Boyside, NY 11364
B) Dorothy E. Pfalzers
2555 Youngs Ave, #17B
Southold, NY 11971
C) Stonko Mrva
2555 Youngs Ave, #17C
Southold, NY 11971
D) Thomas Hart
Anne Marie Hart
11000 N. Boyview Rd
Southold, NY 11971
E) Nancy L. Pope
P.O. Box 406
Southold, NY 11971
Bid 18:
45
A
Arline Boeckman
Bid 7:
A Boyle Living Trust
2555 Youngs
Ave, #18A
Anne P. Klipp Irry Trust A)
Southold, NY
11971
B)
Donald F. Diederick
P\�OF
�,
2555 Youngs
Ave, #188
8
Southold, NY
11971
C)
Marie Lukert
Southold, NY 11971
10671 Porto Ct
2555 Youngs
Ave, #18C
Southold, NY 11971
Southold, NY
11971
D)
Christine Conway
Maximo Jiminez
2555 Youngs
Ave, #181)
B)
Southold, NY
11971
E)
Mary A. Waters
Island Way
2555 Youngs
Ave, #18E
510 Custer Ave.
Southold, NY
11971
Bid 19:
A Ward Lisa M. Rvc. Trt
2635 Golfside Ct. W
Noples, FL 34110
B) John G. Aicher
Anne M. Aicher
2555 Youngs Ave, #19B
Southold, NY 11971
C) Mor y Kirwin
2555 Youngs Ave, #19C
Southold, NY 11971
D) Harry Jaquillord
Arlene Jaquillord
2555 Youngs Ave, #19D
Southold, NY 11971
E) Edward B. Leary Jr.
Mary Mccorthy
2555 Youngs Ave, #19E
Southold, NY 11971
Railroad
Bldg 3
11 A
12 8
13 C
14 0
15 E
Ave (50
Section: 63
Block: 1
Founders Village
Homeowner Assoc. T�
P.O. Box 404 J
Mattituck, NY 1195
36JOE
Bldg 18
4
Bld 21
10 E
9 o
8 C
7 e
6 "
500' RADIUS LINE
Bldg 17
q
35
34
0 3:
C
88
A
Bldg
45
E
6:
Brenda L. Cichanowicz
Bid 7:
A Boyle Living Trust
44
0
Anne P. Klipp Irry Trust A)
Ferguson, Jr.
43
C
2555 Youngs Ave, #6A
P\�OF
�,
42
Attn: Marilyn Millikon
8
Youngs Ave, # 10A
41
Ave, #5A
A
500' RADIUS LINE
Bldg 17
q
35
34
0 3:
C
88
A
Bldg
5:
Charles J. & Regina M.
Bldn
A)
6:
Brenda L. Cichanowicz
Bid 7:
A Boyle Living Trust
Bld 8:
A Christine Christie
A)
Anne P. Klipp Irry Trust A)
Ferguson, Jr.
Kiessel
A
2555 Youngs Ave, #6A
P\�OF
�,
2555 Youngs Ave, #7A
Attn: Marilyn Millikon
2555 Youngs Ave, #8A
Youngs Ave, # 10A
2555 Youngs
Ave, #5A
Ave, #11A
Southold, NY 11971
10671 Porto Ct
Southold, NY 11971
Fronk & Phyllis MustO
Southold, NY 11971
11971
Southold, NY
11971
B)
Maximo Jiminez
B)
Joan McNamee
B)
Richard Condon
B)
Patrick Guiney
5204 SE Sea
Island Way
60 Sutton Place South, Apt 11 ES
67 Carlton Terrace
510 Custer Ave.
NW Corporate Blvd Suite
1494 Diamond Lake Circle
Stourt, FL 33494
2555 Youngs
Ave, #5B
Boca
New York, NY 10022
C)
Southold, NY 11971Noples,
J. Markel
FL 34114
Carole Barron
Southold, NY
11971
C)
John King & Barbara
C)
Kenneth & Ann Lyons
C)
James R. & Marilyn J.
C)
Clement W. Booth Jr.
Southold, NY
Dale—King
NO.
2555 Youngs Ave, #7C
DATE
McCarthy
D)
P.O. Box 1144
D)
2555 Youngs Ave, #6C
SITE ADDRESS:
Southold, NY 11971
SOUTHOLD, NY 11971
2555 Youngs Ave, #8C
Ave, # 11 D
Southold, NY
11971
SCALE: AS NOTED
Southold, NY 11971
D)
Ruth Covotti
11971
Southold, NY 11971
D)
Ralph Ponella
RVC Trust
D)
Alexander Koke
2555 Youngs Ave, #71)
D)
Collette R. Clayton
DATE
P.O. Box 1643
P.O. Box 997
P.O. Box 711
E)
Southold, NY 11971
531 Madison Ave
Southold, NY
11971
Southold, NY 11971
E)
Ann Ristuccia
Greenport, NY 11944
E)
Sylvia Pofenyk
Southold, NY 11971
E)
Roberto Hering
3905 Bayview Ave
E)
Charles & Marie Stringfellow
2555 Youngs
Ave, #5E
2555 Youngs Ave, #6E
Southold, NY 11971
2555 Youngs Ave, #8E
Southold, NY
11971
Southold, NY 11971
Southold, NY 11971
Bldg 5
E
5 0
C
4 e
3 2 A
Bldg 6
E
10
0
s
a C
8
7
A
E
BIS
11
BIdo
9: BIdQ
1 •
Bldg 11:
Bernie Melby
A)
Anne P. Klipp Irry Trust A)
Gloria
Kiessel
A
Paula Johnson
P\�OF
�,
B)
Attn: Marilyn Millikon
2555
Youngs Ave, # 10A
2555 Youngs Ave, #14B
2555 Youngs
Ave, #11A
Southold, NY 11971
10671 Porto Ct
Southold, NY 11971
Fronk & Phyllis MustO
Southold, NY
11971
2555 Youngs Ave, #14C
San Diego, CA 92124 B)
Judith
Schneider Revoc Trust
B)
Catherine Scull Cordell
B)
William A. Hockford
c/o Ronald L. Siegel
5204 SE Sea
Island Way
ATTORNEY
67 Carlton Terrace
1800
NW Corporate Blvd Suite
302
Stourt, FL 33494
Stewart Manor, NY 11530
Boca
Raton, FL 33431
C)
David & David
J. Markel
C)
Carole Barron
3
MONOPOLE CHANGES
03/14/14
2555 Youngs
Ave, # 11 C
ATTORNEY
2555 Youngs Ave, #9C
LM
APPROVED BY
COMMENTS
Southold, NY
11971
NO.
Southold, NY 11971
DATE
BY
D)
Audrey Reinhardt
D)
Frederick J. Tedeschi Revocable Trust
SITE ADDRESS:
PLANNING BOARD
SOUTHOLD, NY 11971
2555 Youngs
Ave, # 11 D
ZONE: LI- LIGHT INDUSTRIAL
Esther R. Tedeschi Revocable Trust
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
Southold, NY
11971
KEY MAP - FOUNDERS VILLAGE
2555 Youngs Ave, #9D
DRAWING NO.:
TOWN OF SOUTHOLD
E)
John Abele
Southold, NY 11971
DATE
P.O. Box 997
E)
Mona R. McCarthy
Southold, NY
11971
P.O. Box 842
Southold, NY 11971
A 12 13 Bldg C/ /
8 14 15 t6 17 18 1! 20
C
E C 0
A 8
�0-0�
000
.00
i � Bldg 12
� #' Bldg 14 37 36 35 34 3
43
47 4S 45 44 E o C e A
E o c
e "
ection: fi3.01
7 Blo K: 1
2a /36
29 Funders Village Condominiums
D30 2555 Youngs
11971
Southold, NY
E / Bldg 15
3 24 25
21 22 E
A 8 C 0
/
1
I
I
1
200' RADIUS LINEJ1
1
1
1
1
1
1 �
1 1
1 � 1
1
1 �
1 �
1 �
1 1
1 1
1
1 ;
1 1
n 1
Bldg 13
3[Aj��e 3g 40 41 4
Bldg 11
30„
E
0
e
2
i
of 9
Section: 63.02
Block: 1
Bldg 10 37
Founders Villagge Condominiums
27 2555 Youngs Ave
E Southold, NY 11971
26 A
(ID 0
CD
v '
N
/ J /� Un
1
1
(p
Section: 63
Block: 1
SITE
L
O
N
I 1
A) Marilyn Bottler
7 Brassie Rood
Eastchester, NY 10709
B) Vincent Quotraro
2555 Youngs Ave, #12B
Southold, NY 11971
C) Alfred & Kay Goldsmith
2555 Youngs Ave, #12C
Southold, NY 11971
D) June Simons Family
Irrevocable Living Trust
2555 Youngs Ave, #12D
Southold, NY 11971
E) Marjorie & Roy Allen
2555 Youngs Ave, #12E
Southold, NY 11971
I 1
A) Daniel J. & Patricia O'Neill
2555 Youngs Ave, #13A
Southold, NY 11971 C=am
B) Sally R. Rein
149 Shore Road o
Patchogue, NY 11772 o N
0
C) William W. Walden �
P.O. Box 59 Q
Southold, NY 11971
D) Jane Haas
2555 Youngs Ave, #13
Southold, NY 11971
E) Audry Rizzio
2555 Youngs Ave, #13E
Southold, NY 11971
Youngs Ave, # 14D
��;�A '' :�E.Y. Southold, NY 11971
.--- E Edmund & Jacqueline Zeneski
,�-- Lane CW t --� N : - - 2555 Youngs Ave, # 14E
n La � -Y� F�- � � Southold NY 11971
Horto ,. _ ,
1 KEY MAP - FOUNDERS VILLAGE CONDOMINIUMS
11x17 SCALE: 1"= 200'-0" 22x34 SCALE: 1" = 100'-0" -
--
I
14•
A)
Bernie Melby
Perryville III Corporate Center
53 Frontage Road, Suite 260
2555 Youngs Ave, #14A
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
Southold, NY 11971
P\�OF
�,
B)
Joan Scott
Y.
IT IS A VIOLATION OF THE fW. FOR ANY PERSON,
2555 Youngs Ave, #14B
•
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
Southold, NY 11971
� •
C)
Fronk & Phyllis MustO
;tai ., ,
8
2555 Youngs Ave, #14C
"l/'VSO"� h"�fr'-#.
LL
Southold, NY 11971
.
D)
Frances Chorczuk
Youngs Ave, # 14D
��;�A '' :�E.Y. Southold, NY 11971
.--- E Edmund & Jacqueline Zeneski
,�-- Lane CW t --� N : - - 2555 Youngs Ave, # 14E
n La � -Y� F�- � � Southold NY 11971
Horto ,. _ ,
1 KEY MAP - FOUNDERS VILLAGE CONDOMINIUMS
11x17 SCALE: 1"= 200'-0" 22x34 SCALE: 1" = 100'-0" -
--
Maid Scherer, PC"*",
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
l4E13,
P\�OF
�,
14�'=1
GLENN"<J. SCHEf
NY PROFESS I6 AL, ENGINEER#075�76
IT IS A VIOLATION OF THE fW. FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
at&t
8
REVISED
UNIPOLE HEIGHT
03/27/15
LL
7
PLANNING BOARD
09/30/14
LM
SUBMISSION
6
ATTORNEY
05/22/14
LM
COMMENTS
5
GENERATOR ADDITION
04/08/14
BR
4
CLIENT COMMENTS
03/19/14
LM
3
MONOPOLE CHANGES
03/14/14
LM
2
ATTORNEY
05/20/10
LM
COMMENTS
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
PRELIMINARY AND FINAL
SITE PLANS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
KEY MAP - FOUNDERS VILLAGE
CONDOMINIUMS
DRAWING NO.:
PAGE NO.:
Z03
3 of 12
25.4
A
ZONE BOUNDARY LINE (TYP)
LAND USE LEGEND:
R — Residential
C — Commercial/Industrial
0 — Open Spoce/Residential
ZONING LEGEND:
CDLIGHT
INDUSTRIAL
—40
RESIDENTIAL LOW DENSITY AA
HD
HAMLET DENSITY RESIDENTIAL
HB
HAMLET BUSINESS
R-80
RESIDENTIAL LOW DENSITY A
RO
RESIDENTIAL/OFFICE
I
16 17 1a 19 20 —
A e c
Bldg 8
001
i
37 36 35 34 33
43
47 4645 44
E 0 C B A
E
E o c e
27
26 A
Section: 63.02
Block: 1
3pp7
Founders Village Condominiums
14
C
13.1
C
un_4---V1__
ction:/ 63.01 " - y ' v g —
Blo k: 1
—
Bldg 14 — ww—
/36 32
/ R 30 3t w.-' 14
/ 26 211 %
r 38 39 40 41_42— C — s O
/ 24 25
3 g C O E A Bldg 11 (�
/ 21 22 0 E A -OF/ A e C Bldg 13 '•1
,Wo -
loop
W • i
000
No so
Sam
wo
/ Sect-ion:63
Block: 1
O.
/
R__140 / / / / / /,;;;;; / / /,;; /
1
13.2 O
1 R , SITE —�1`"/
1 121 �i///i/ /�� ////� ///////////r/// CD
�1 /////// N
1 R
Ll
1 0' �0 0(
1131
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1 R �`� /�//// m/////ki 9
30.1
I�t.3
� C
R
Section: 61
Block: 1
1
1
HB
9.4
Vac nt Land
1
1
1
I
I
2.11
C/
1.1 20 19
R
14 0 1 -- arieS) ' 1
V
1 R ____-- e (Width
_------'- Hdrton
1
// 8.1
O � 1
` R ,
♦ 3.1 ,
R � ' 7
_ �R I ,
o'
� 200' RADIUS LINE�--•__---- � �
8.2 OR
�a
R-80 R e
Section- 63 S •
1
1 RADIUS
MAP/VICINITY
MAP
11x17 SCALE: 1"=
200'-0"
Perryville III Corporate Center
1 22x34 SCALE: 1" = 100'-0"
Block: 1
1.3
♦` 0
500' RADIU
000 00
-000
0 10000
o--
i
I-0
J
17
R
1V
o
16
R
9.3
C
a'
� 1
1
1
1
1
1
1 1
NOTE:
NO FEDERAL AND STATE LANDMARKS
OR SCENIC BYWAYS ARE LOCATED WITHIN
3001 OF THE SUBJECT PARCEL.
13
R
14
R
a
100010 •
00, RO
• �'
000 00000
4
0#0000'
0#0
/ 000 Section: 63
/ Block: 5
04
R
3.2
R
31 �
R
CD
.N
O
CD
5
R/
ME
21
R
12.1 1
R
Vacant Land
R-40
APPROVED BY
t?" PLANNING BOARD
TOWN OF SOU i HOLD
DATE lllglr-�011�
Malice 9 Scherer, PC,
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
o t°
of r�Fiy
N
h- o
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
o�
at&t
ccs
REVISED
UNIPOLE HEIGHT
o
LL
7
PLANNING BOARD
09/30/14
LM
o�
APPROVED BY
t?" PLANNING BOARD
TOWN OF SOU i HOLD
DATE lllglr-�011�
Malice 9 Scherer, PC,
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
of r�Fiy
Al����
`,
GLENN J. S %RER�. :<
NY PROFESSIONAL EN6INEER#075.3.7
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
at&t
8
REVISED
UNIPOLE HEIGHT
03/27/15
LL
7
PLANNING BOARD
09/30/14
LM
SUBMISSION
6
ATTORNEY
COMMENTS
05/22/14
LM
5
GENERATOR ADDITION
04/08/14
BR
4
CLIENT COMMENTS
03/19/14
LM
3
MONOPOLE CHANGES
03/14/14
LM
2
ATTORNEY
COMMENTS
05/20/10
LM
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
PRELIMINARY AND FINAL
SITE PLANS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
RADIUS MAP/ VICINITY MAP
DRAWING NO.:
PAGE NO.:
Z04
4 of 12
LOCAL H ISTO RIC/LAN D MARKS
1. BURNS HOUSE
53245 ROUTE 25
2. ACADEMY PRINTING SHOP
360 HORTON LANE
3. BENDER HOUSE
53315 ROUTE 25
4. SOUTHOLD TOWN HALL
53095 ROUTE 25
5. TERRY HOUSE
285 OAKLAWN
6. ST. PATRICK I b CHURCH
52125 ROUTE 25
7. GOLDSMITH -HUNTING
HOUSE
52535 ROUTE 25
8. RASO HOUSE
425 HORTON LANE
9. ANDRUSKI HOUSE
475 HORTON LANE
10. FISCHETTI HOUSE
235 OAKLAWN AVENUE
11. SOUTHOLD SCHOOL
420 OAKLAWN AVENUE
12. WHITAKER- THOMPSON
HOUSE
52875 ROUTE 25
13. JOHN BOOTH MUCH
MOVED HOUSE
875 OAKLAWN AVE.
14. MURPHY-HUNTTING
225 HORTON LANE
15. HENRIETTA PAYNE
HOUSE
325 HORTON LANE
16. CLEVELAND- CHARNEWS
HOUSE & BARNS
52180 ROUTE 25
17. JOSIAH VAIL HOUSE
52355 ROUTE 25
18. WH TERRY METHODIST
PARSONAGE
52340 ROUTE 25
19. NEWBOLD HOUSE
52475 ROUTE 25
20. RENNSELAER TERRY
HOUSE
52645 ROUTE 25
21. CARPENTER HOUSE
52650 ROUTE 25
22. FIRST PRESBYTERIAN
CHURCH
53150 MAIN ROAD
23. OLD BURYING GROUND
53150 ROUTE 25
24. ROES TUTHILL HOUSE
53155 ROUTE 25
25. TRAVELER STREET LOT
120 TRAVELER STREET
26. OLSTEAD HOUSE
515 HORTON LANE
27. MECHANIC
50 OAKLAWN AVENUE
1-1 11.11 - - '14.
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DATE h R 0 1-1
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I I HISTORICAL/CULTURAL AND LANDMARK LOCATIONS
I I x1 7 SCALE: NTS I 22x34 SCALE: NTS
NOTES,,
1 THERE ARE NO NATURAL NATIONAL LANDMARKS
LOCATED WITHIN 300* OF THE SUBJECT PROPERTY.
2) THE CLOSEST NATIONAL HISTORIC LANDMARK IS
PRINCE HENRY W BUILDING LOCATED APPROXIMATELY
1 9000 FT AWAY FROM THE SUBJECT PROPERTY.
r. 7
NN"/ /'00743
, \A:
IL
Malicid Scherer, PC,
Consuffing Englneers- Constiudlon Inspectors -L and Surveyors
Perryville Ill Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
<
GLIENN-J.-SCHERER
/0�1
NY PROFESS ibN40E�6_,N� 76
5 25
IT IS A VIOLATION OFTHE-, LAWFO� ANY PERSON,
UNLESS ACTING UNDER THE'DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
Al
8
REVISED
03/27/15
LL
UNIPOLE HEIGHT
7
PLANNING BOARD
09/30/14
LM
SUBMISSION
6
ATTORNEY
05/22/14
LM
COMMENTS
5
GENERATOR ADDITION
04/08/14
BR
4
CLIENT COMMENTS
03/19/14
LM
3
MONOPOLE CHANGES
03/14/14
LM
2
ATTORNEY
05/20/10
LM
COMMENTS
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
PRELIMINARY AND FINAL
SITE PLANS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: Ll- LIGHT INDUSTRIAL
M&S PROJECT#: 14BECO01
SCALE: AS NOTED
DATE: 0 1 /21 /10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
HISTORICAL/ CULTURAL AND
LANDMARK LOCATIONS
DRAWING NO.:
PAGE NO.:
Z05
5 of 12
z
Qn
cA
Property
TECHNICIAN _/ 1
PARKING SPOT
AT&T 300 S.F. EQUIPMENT •
ROOM IN BUILDING E,\
UTILIZING UNITS 703,
704,7719 AND 772
SEE DETAIL 1 /ZO8
SIGNAGE ATTACHED TO ;(
EXTERIOR OF EQUIPMENT:—/\
ROOM, DISPLAYING -
CONTACT INFORMATION -� 1
NEW CSC CABINET TO
INSTALLED BY SERVI —
PROVID R` -n
ALLOW FOR 3' ACCESS � o
CLEARANCE IN FRONT OF
NEW METER AND
DISCONNECT ;
PROPOSED METER AND
DISCONNECT ATTACHED
TO BUILDING EXTERIOR.
COORDINATE WITH
UTILITY COMPANY FOR
ELECTRICAL CONNECTION
Existing Meter
and Disconnects
1 I SITE PLAN
11 x17 SCALE: 1 "= 40'-0"
TELCO CONDUIT TRENCHED
UTILITY POLE TO NEW CSC
COORDINATE WITH SERVICE
22x34 SCALE: 1" = 40'-0"
d
„E pee 4,
.43'30 626.2
S 1tate Pune
S3
0.06'12 E
Horton Lane
(public Street
_ Width Varies)
FROM
CABINET.
PROVIDER
�. 3; peed
1.2
• 26
planer,
� . 2„W State , n
'2
N31,• 45
Distance From Unipole to, Existing
Structures on Property
Building A: 308.2'
Parking Spaces
2 Handicap Spaces
Regular Parking
1 Technician Parking Space
87 Total Parking Spaces
NOTES:
1. SITE PLAN AND PROPERTY LINE DATA SHOWN WAS TAKEN FROM
A SITE PLAN ENTITLED "FINAL TOPO SURVEY” PERFORMED BY D.W.
HANNIG L.S., P.C. RE -CERTIFIED ON MAY 1, 2014. THIS DRAWING DOES
NOT CONSTITUTE A BOUNDARY SURVEY.
2. THE PROPOSED USE OF THE DEVELOPMENT IS FOR AN
UNMANNED WIRELESS COMMUNICATION FACILITY,
THE FACILITY WILL NOT BE STAFFED FULL TIME. IT WILL BE VISITED
FOR MAINTENANCE APPROXIMATELY ONCE PER MONTH.
TECHNICIAN MAY PARK NEAR COMPOUND ON TECHNICIAN
PARKING AREA.
3. NO SANITARY OR WATER FACILITIES ARE REQUIRED.
ELECTRIC AND TELEPHONE ARE THE ONLY UTILITIES THAT
ARE REQUIRED. UTILITY SERVICE WILL BE PROVIDED FROM
UTILITY POLE AS SHOWN.
4. NO WATER COURSE OR FLOOD PLAINS WILL BE EFFECTED BY
THIS DEVELOPMENT.
5. ACCESS TO THE SITE WILL BE VIA EXISTING HORTONS LANE.
TRAFFIC IMPACTS WILL BE NEGLIGIBLE, SINCE THE SITE IS UNMANNED.
6. NO TREES/SHRUBS WILL BE AFFECTED BY THIS CONSTRUCTION.
7. NO SITE LIGHTING IS PROPOSED.
8. THE CONTRACTOR SHALL ABIDE BY ALL CURRENT LOCAL,
STATE, AND NATIONAL CODES THAT ARE APPLICABLE.
9. THE CONTRACTOR SHALL COORDINATE WITH UTILITY
COMPANIES AND MEET ALL CURRENT UTILITY COMPANY
REQUIREMENTS AND SPECIFICATIONS.
10. NO CHANGE IN EXISTING DRAINAGE PATTERNS WILL
RESULT FROM THIS PROPOSAL.
11. NO TRASH DISPOSAL IS REQUIRED IN CONNECTION WITH
THE PROPOSED INSTALLATION.
2 1 SITE PLAN NOTES
11x17 SCALE: NTS I 22x34 SCALE: NTS
LI District
REQUIRED
EXISTING
PROPOSED
Min Lot Size
40,000 SF
302,481 SF
No Change
Min Lot Width
100'
351.93'
No Change
Min Lot Depth
150'
403.66'
No Change
Min Fence Height
6'
N/A
296'2' (F)
Min Front Yard
100'
69.0'
257.9' (G)
Min Side Yard
20'
30.02'
209.0 (F)
12 9. 0 (G)
Min Both Side
40'
60.04'
627.9'
Yards
UNIPOLE HEIGHT
7
PLANNING BOARD
245.9' (F)
Min Rear Yard
70'
50.76'
267.4' (G)
Min Landscaped
Area
25%
15%
No Change
Max Lot
Coverage
30%
23.28%
23.29%
Max Building
35'
24'
95'
Height
4
CLIENT COMMENTS
03/19/14
Max Number
2
1
N/A
of Stories
NO.
ISSUE OR REVISION
DATE
Wireless
Telecommunications
REQUIRED
EXISTING
PROPOSED
Max Tower Height
80'
N/A
95'**
Tower Setback:
Nearest Dwelling Unit
Nearest Res. Prop. Line
N/A
500'
N/A
N/A
276.7'
209.0'**
Min Lot Area
40,000 SF
302,481 SF
No Change
Min Fence Height
6'
N/A
N/A
Max Equipment Area
500 SF
N/A
300 SF
Base Screening
(Vegetation)
Yes
N/A
No
Tower Color
Gray
N/A
Gray
* = EXISTING NONCONFORMITY
** = WAIVER REQUIRED
3 1 BULK REQUIREMENTS
11x17 SCALE: NTS I 22x34 SCALE: NTS
O
t F.. t
a
CD
Perryville III Corporate Center
53 Frontage Road, Suite 260
CD
Ph 908.537.1300 Fax 908.537.1398
o
N
h n
Cl)
�
GLENNV SCHERER
NY PROFESSIONAL,ENGINEER #075376
O
.cc
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
�c
�
at&t
(n�
9
PLANNER COMMENTS
04/02/15
LM
8
REVISED
03/27/15
S .F ..
. x
t F.. t
Malidd Scherer, PC,
Consu/ting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
0FNE�vYo
Z4`
Cl)
�
GLENNV SCHERER
NY PROFESSIONAL,ENGINEER #075376
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
at&t
9
PLANNER COMMENTS
04/02/15
LM
8
REVISED
03/27/15
LL
UNIPOLE HEIGHT
7
PLANNING BOARD
09/30/14
LM
SUBMISSION
6
ATTORNEY
05/22/14
LM
COMMENTS
5
GENERATOR ADDITION
04/08/14
BR
4
CLIENT COMMENTS
03/19/14
LM
3
MONOPOLE CHANGES
03/14/14
LM
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
PRELIMINARY AND FINAL
SITE PLANS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01 /21 /10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
SITE PLAN
DRAWING NO.:
PAGE NO.:
Z06
6 of 12
(6) AT&T PANEL
ANTENNAS
IANTENNAS INSTALLED
WITHIN TOP TWO RF COMPATIBLE
CYLINDERS OF PROPOSED UNIPOLE
EXISTING FLAGPOLE TO BE REMOVED AND
REPLACED WITH NEW 94' GRAY UNIPOL
ON 1' HIGH CAISSON ABOVE GROU
LEVEL (95' OVERALL HEIG
0000
10
,/.
.0000 BRICK PLANTER AT BASE OF
/ UNIPOLE (TO BE RESTORED
/ AFTER INSTALLATION
, /"/ OF PROPOSED UNIPOLE)
./
000, .0/ - SIGN DISPLAYING SAFETY INFORMATION
AFFIXED TO BASE OF UNIPOLE
Building , /' SEE DETAIL 5/Z09
000,
./
.00
1 100,
le 100
_-
0000 i
— —4001-
'00
10
0000,
'0
00000
/"
10
/'
/"
/"
/"
/
/"
/"
/"
/
/"
/'
1 I DETAILED SITE PLAN
11x17 SCALE: 1/8"= 1'-0"I 22x34 SCALE: 1/4" = 1'-0"
0
.00�
SIGN DISPLAYING CONTACT
INFORMATION AFFIXED TO
EQUIPMENT ROOM DOOR
SEE DETAIL 4/Z09
PROPOSED PROTECTIVE
BOLLARDS (TYP FOR 12)
0 PAINTED CAUTION
YELLOW
PROPOSED AT&T EMERGENCY
BACKUP DIESEL GENERATOR
ATTACHED TO CONCRETE PAD
O
O SIGN DISPLAYING CONTACT
INFORMATION AFFIXED TO
—BUILDING EXTERIOR
OUTSIDE OF EQUIPMENT ROOM
SEE DETAIL 4/Z09
AT&T 300 S.F. EQUIPMENT
ROOM IN BUILDING E. UTILIZING
UNITS 703, 704, 771 AND 772
GPS DEVICE ATTACHED
TO BUILDING EXTERIOR
ELECTRIC AND TELCO CONDUITS
TRENCHED UNDERGROUND FROM SOURCE
TO EQUIPMENT ROOM IN BUILDING E.
SAW CUT ASPHALT PARKING LOT
AS REQUIRED. REPAIR PARKING LOT
TO MATCH EXISTING CONDITIONS
COAX CABLES TRENCHED
UNDERGROUND WITH (12) 6" PVC SLEEVES FROM
EQUIPMENT ROOM TO UNIPOLE. SAW CUT ASPHALT
PARKING LOT AS REQUIRED. REPAIR
PARKING LOT TO MATCH EXISTING CONDITIONS
rel
APPROVED BY
�.
PLANNING BOARD
TOWN OF SOUTHOLD
DATE
N
� m
Consulting Engineers -Construction Inspectors -Land Surveyors
GJ
D o
�
L
'j,
N
� m
Consulting Engineers -Construction Inspectors -Land Surveyors
GJ
D o
�
Ph 908.537.1300 Fax 908.537.1398
o=
rn
GLENN J �OCHERRey
NY PROFESSIONALS 61NEER#�75376;c; '
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
C,
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
Q
t&t
eo.
8
y � "' \<#,� •tom } • � '; ,f
'j,
. , � ,
Malidd Sch PC,
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
rn
GLENN J �OCHERRey
NY PROFESSIONALS 61NEER#�75376;c; '
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
t&t
eo.
8
REVISED
03/27/15
LL
UNIPOLE HEIGHT
7
PLANNING BOARD
09/30/14
LM
SUBMISSION
6
ATTORNEY
05/22/14
LM
COMMENTS
5
GENERATOR ADDITION
04/08/14
BR
4
CLIENT COMMENTS
03/19/14
LM
3
MONOPOLE CHANGES
03/14/14
LM
2
ATTORNEY
05/20/10
LM
COMMENTS
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
PRELIMINARY AND FINAL
SITE PLANS
SITE M LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
DETAILED SITE PLAN
DRAWING NO.:
PAGE NO.:
Z07
7 of 12
1 1 FLOOR PLAN
11 x17 SCALE: 114"= 1'-0"
22x34 SCALE: 1/2" = 1'-0"
DUPLEX R
100
PRIMARY DISC N
fSV
7PI K
TRANSFORM
200 AM
SECONDARY DISCONNEC
PROVIDE NEW
1-1/2 HR
FIRED RATED
DOOR ( 1 )
3' -0"X7' -0"X
1-3/4"
16 GAUGE HOLLOW
METAL. B—LABEL
11
rn
SIGN DISPLAYING
CONTACT
INFORMATION AFFIXED
TO EQUIPMENT ROOM
DOOR
SEE DETAIL 4/Z09
SWITCH 120V/1 5A
13LB CO2
FIRE EXTINGUISHER
ELECTRIC SERVICE
PANEL
PTACLE
AMP
IECT
ITCH
A
6'-4"
19'-11"
s
It
--———————— — — — — — z --.-.1
BATTERY
I
BATT I R)l
UMTS
�'�����
� RACK
RACK
RA K
I AGK II
Perryville III Corporate Center
i
704
� I I EXISTING WALL
J I BE REMOVED
I-------------- 703 ---� � 4 77
i
THERMOSTAT I � LTE
DUPLEX RECEPTACLE IF RA�K � RACK
TVSS
& 2 (2) PRO OED RRH RACKS WITH
— — — — — — — — — — —I— +1 8 RRFi UNITS EACH
10'-6"
TELCO BOARD 5/8
THICK FRP PLYWOOD
HIGH/LOW TEMP
SENSOR
HVAC DISCONNECT
____________ ATTACHED TO WALE
1) FLOOR MOUNTED CARRIER HVAC
10 TON UNIT PT# 50BYNO12
0 2' 4'
I EXIS ING WALL TO
I BE REMOVED'
I
772
PROPOSED STUD WALL
SEE DETAIL 2/AO4
9'-6"
I
29-0"
AT&T CABLING WITHIN
(8) 6" PVC SLEEVES
PENETRATING FLOOR
OF ROOM. FIRE STOP
AS PER CODE.
ELECTRIC, TELCO AND
GROUND CONDUITS
PENETRATING FLOOR
OF ROOM.
SEAL WATERTIGHT
r.
LO
N
DUPLEX
RECEPTACLE
GROUND ROD
(TYP FOR 2)
DUPLEX
RECEPTACLE
SIGN DISPLAYING CONTACT INFORMATION
AFFIXED TO BUILDING EXTERIOR OUTSIDE
00 OF EQUIPMENT ROOM, SEE DETAIL 4/ZO9
I
00
-HVAC DUCT WORK
LOUVERS
EXTERIOR FASCADE
TO REMAIN
UNTOUCHED
U
APP"ROVED BY
y° PLANNING BOARD
TOWN OF SOUTHOLD
DATE
y � a
,
' i i € ✓>
Malidd Sch PC,
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
�:Dp
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
N
9 mo
ki
nem
NY PROFESS I66AL 1` 16 NEtR #6'75376
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
at&t
8
REVISED
03/27/15
LL
o�
UNIPOLE HEIGHT
y � a
,
' i i € ✓>
Malidd Sch PC,
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
ki
GLENN`J.,SCHERE-R.— ^
NY PROFESS I66AL 1` 16 NEtR #6'75376
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
at&t
8
REVISED
03/27/15
LL
UNIPOLE HEIGHT
7
PLANNING BOARD
09/30/14
LM
SUBMISSION
6
ATTORNEY
05/22/14
LM
COMMENTS
5
GENERATOR ADDITION
04/08/14
BR
4
CLIENT COMMENTS
03/19/14
LM
3
MONOPOLE CHANGES
03/14/14
LM
2
ATTORNEY
05/20/10
LM
COMMENTS
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
PRELIMINARY AND FINAL
SITE PLANS
SITE M LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01 /21 /10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
EQUIPMENT ROOM
DRAWING NO.:
PAGE NO.:
Z08
8o 12
EXISTING FLAGPOLE TO BE REMOVED AND
REPLACED WITH NEW 94' GRAY UNIPOLE
ON 1' HIGH CAISSON ABOVE GROUND
LEVEL (95' OVERALL HEIGHT)
38" DIA AT TOP
(3) AT&T PANEL ANTENNAS INSTALLED _
WITHIN 10' RF COMPATIBLE CYLINDER
(3) AT&T PANEL ANTENNAS INSTALLED _
WITHIN 10' RF COMPATIBLE CYLINDER
PROPOSED AT&T EMERGENCY BACKUP
DIESEL GENERATOR ATTACHED TO
CONCRETE PAD
PROPOSED PROTECTIVE
BOLLARDS (TYP FOR 12)
PAINTED CAUTION YELLOW
SIGN DISPLAYING CONTACT INFORMATION
AFFIXED TO BUILDING EXTERIOR OUTSIDE
OF EQUIPMENT ROOM, SEE DETAIL 4/ZO9
GPS DEVICE ATTACHED
TO BUILDING EXTERIOR
12'+/— AGL
(TOP OF GPS)
AT&T 300 S.F. EQUIPMENT ROOM IN
BUILDING E. UTILIZING UNITS 703, 704,
Building E --\. 771 AND 772
1 I WEST ELEVATION
11x17 SCALE: 1"= 20'-0" 1 22x34 SCALE: 1" = 10'-0"
PANEL
ANTENNA
1/2" DIA BOLT
THROUGH
ALUMINUM
SHEATHING
10' RF COMPATIBLE CYLINDER
FOR FUTURE COLOCATION
10' RF COMPATIBLE CYLINDER
FOR FUTURE COLOCATION
10' RF COMPATIBLE CYLINDER
FOR FUTURE COLOCATION
COAX CABLES ROUTED
UP INTERIOR OF PROPOSED
UNIPOLE
7'-8" +/— AGL
(TOP OF GENERATOR)
L--j
----------------------------�.
3/8"X6"X6"
BACKER PLATE
GPS DEVICE
Existing Gutter
1/4"" DIA NOM
SCH 40 PIPE
0
N 3/8"X6"X6"
CONNECTION PLATE
3/8"X6"
STANDOFF PLATE
CUT TO REQUIRED
LENGTH
(2) COAX CABLES
95' +/— AGL
7(TOP OF UNIPOLE)
92” +/— AGL
(RAD CENTER)
II
U 85' +/— AGL
(TOP OF RF COMPATIBLE CYLINDER)
II 82' +/— AGL
U (RAD CENTER)
75' +/— AGL
(TOP OF RF COMPATIBLE CYLINDER)
65' +/— AGL
(TOP OF RF COMPATIBLE CYLINDER)
55* (TOP OF RF COMPATIBLE CYLINDER)
)
I SIGN DISPLAYING SAFETY INFORMATION
I AFFIXED TO BASE OF UNIPOLE
I SEE DETAIL 5/ZO9
I
I48" DIA AT BASE
I
IFF8LAG
RICK PLANTER AT BASE OF EXISTING
I POLE (TO BE RESTORED AFTER
ISTALLATION OF PROPOSED UNIPOLE)
t+/— AGL
P OF BRICK PLANTER/CAISSON)
1,_6"
Building D
Property of AT&T
Authorized
PAINT SAFETY YELLOW FILL WITH CONCRETE
N Personnel Only � � RADIUS TOP
In case of emergency, or prior to performing
maintenance on this site, call 800-638-2822
and reference cell site number LI -1025
eat&t
4 1 CONTACT INFORMATION SIGN
11x17 SCALE: NTS 22x34 SCALE: NTS
8"
r.
W_
CAUTION
Beyond thl.s ocint
r+. to ffequonty ilnislij t! tHs sttts
Ir r" t" ,
F,Z4fur rml*ty, r a.� all pe-srrt1 g4 l vowel,
1" �rtr,.lwf ws+ % f,,w Iw sxtic
'. L rw„„ .r.+w, r . , •, •f- 1.•HM N. FMMIMc �M
4"O.D. PIPE
FILLED WITH CONCRETE
Finished Grade _."] I .. j
r
1�
h• .
»a :y
GRADE, PAVEMENT,
OR FINISHED GRADE % : �� •�
REPAIR DISTURBED AREA / '•�� tO
TO MATCH EXISTING — •
3000 PSI CONCRETE
to
D (V
0
az
nn Q
r. ~r APPROVED BY
0+.an
tO s,=; PLANNING BOARD
i� TOWN OF SOUL"HOLD
DATE �Z& a
2
1 SBNHH-1 D65A
3
1 GPS DEVICE
5 1
SA
ETY INFORMATION SIGN
s
1 PROTECTIVE BOLLARD
11x17 SCALE: NTS
22x34 SCALE: NTS
11x17 SCALE: NTS
I 22x34 SCALE: NTS
11x17 SCALE: NTS
J
22x34 SCALE: NTS
11x17 SCALE: NTS
22x34 SCALE: NTS
A_
t16IwAi
Malick,"gScherer, PC,
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
OF NEW Y
O
41
GLOM J. SCKEREf ! `'
NY PROFESSIb ALENGINEER4075376
0 7 r
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
at&t9
PLANNER COMMENTS
04/02/15
LM
8
REVISED
03/27/15
LL
UNIPOLE HEIGHT
7
PLANNING BOARD
09/30/14
LM
6
ATTORNEY
05/22/14
LM
COMMENTS
5
GENERATOR ADDITION
04/08/14
BR
4
CLIENT COMMENTS
03/19/14
LM
3
MONOPOLE CHANGES
03/14/14
LM
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
PRELIMINARY AND FINAL
SITE PLANS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
ELEVATION AND DETAILS
DRAWING NO.:
PAGE NO.:
Z09
9 of 12
r 400
[15.7�
475
[18.7")
236
[9.z"]
244 41
352 74
[13,9"] 1w -owl [2.9"]
TOP OR PLAN VIEW
2639.7 [111.6"
DISCHARGE OVERALL LENGTH
(SEE NOTE 13)
11 f f -
SSI
r)
NOTES:
1. THE LEFT SIDE OF THE GENERATOR IS SERVICE ACCESSIBLE.
2. 10 AMP BATTERY CHARGER INCLUDED WITH GENERATOR.
3. CONNECTION POINTS FOR CONTROL WIRES.
BOTTOM OF LOW VOLTAGE CUSTOMER CONNECTION BOX HAS
KNOCKOUTS FOR 1/2" & 3/4" CONDUIT FITTINGS.
4.
5.
6.
7.
8.
9.
10.
GENERATOR MUST BE GROUNDED.
r
SEE
NOTE1s
1267 [49.9']
CENTER OF GRAVITY
2380 [92.9"]
FRAME LENGTH
LEFT SIDE VIEW
12 VOLT NEGATIVE GROUND SYSTEM.
OPTIONAL REMOTE EMERGENCY STOP SHIPPED LOOSE WITH GENERATOR.
MAIN LINE CIRCUIT BREAKER (MLCB), AC LOAD LEAD CONNECTION AND
AUXILIARY 120/240V CONNECTION.
LEVEL 2A SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR.
DOORS MUST BE ABLE TO OPEN 90 DEG. TO BE REMOVED.
DOORS ARE LOCATED ON THE LEFT SIDE OF THE GENERATOR ONLY.
'A' IS THE STUB UP AREA FOR THE MLCB AND NEUTRAL CONNECTION.
DIESEL GENERATOR GENERAC SD050
11 x17 SCALE: NTS 22x34 SCALE: NTS
AIR INTAKE
TYP EACH SIDE
(SEE NOTE 14)
CONTROL PANEL
99 540.5 540.5 540.5540.5 (4 PLACES)
[3.9"] [21.3"`] [21.3"] [21.3"] . [21.3'x] FRAME MOUNTING
TYP TYP TYP TYP TYP CENTERS
LOW VOLTAGE
CUSTOMER CONNECTION
BOX (NOTE .3)
MLCB (NOTE 7)
660
[26"]
MOUNTING PROVISION
660 [26"] rOR 01/2- ANC1 IOR DOLT
NG/LPV FUEL INLET TYP (10 PLACES)
760 [30"]
LPL FUEL INLET
AIR
INTAKE
RICH' SIDE VIEW
1027.8 [40.5"]
OVERALL WD7H
illiilppiil
1720
[67.7"]
w OVERALL
A HEIGHT
11. SEE SPEC SHEET FOR DUCT REMOVAL. REMOVAL OF FRONT
DUCT WILL PROVIDE ACCESS TO MUFFLER.
12. 120VAC ENGINE BLOCK HEATER.
906 [35.7"]
FRAME MOUNTING
CENTERS
1015.7 [40"]
FRAME KIDTH
REAR VIEW
13. MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST. SEE SPEC
SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS.
14. MUST ALLOW FREE FLOW OF INTAKE AIR. SEE SPEC SHEET FOR MINIMUM
AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS.
15. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE
THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE
CODES, STANDARDS, AND REGULATIONS.
16. ENGINE SERVICE CONNNECTIONS:
FUEL INLET NG/LPV = 1-1/4" NPT COUPLING
FUEL INLET LPL = 1/4" NPT COUPLING
WEIGHT DATA (INCLUDES WOODEN SHIPPING SKID)
STEEL ENCLOSED GENERATOR- 1'278 KG [2818 LBS]
ALUMINUM ENCLOSED GENERATOR- 1141 KG (2515 LBS)
17. TOTAL HEIGHT OF GENERATOR WITH 211 GALLON DIESEL TANK IS 87".
APPROVED BY
PLANNING BOARD
TOWN OF SOUL"HOLD
DATE
r -
V;
D
P
200
[7,9„1
Ln
I
A
='R
a
o
Hampton, NJ 08827
236
[9.z"]
244 41
352 74
[13,9"] 1w -owl [2.9"]
TOP OR PLAN VIEW
2639.7 [111.6"
DISCHARGE OVERALL LENGTH
(SEE NOTE 13)
11 f f -
SSI
r)
NOTES:
1. THE LEFT SIDE OF THE GENERATOR IS SERVICE ACCESSIBLE.
2. 10 AMP BATTERY CHARGER INCLUDED WITH GENERATOR.
3. CONNECTION POINTS FOR CONTROL WIRES.
BOTTOM OF LOW VOLTAGE CUSTOMER CONNECTION BOX HAS
KNOCKOUTS FOR 1/2" & 3/4" CONDUIT FITTINGS.
4.
5.
6.
7.
8.
9.
10.
GENERATOR MUST BE GROUNDED.
r
SEE
NOTE1s
1267 [49.9']
CENTER OF GRAVITY
2380 [92.9"]
FRAME LENGTH
LEFT SIDE VIEW
12 VOLT NEGATIVE GROUND SYSTEM.
OPTIONAL REMOTE EMERGENCY STOP SHIPPED LOOSE WITH GENERATOR.
MAIN LINE CIRCUIT BREAKER (MLCB), AC LOAD LEAD CONNECTION AND
AUXILIARY 120/240V CONNECTION.
LEVEL 2A SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR.
DOORS MUST BE ABLE TO OPEN 90 DEG. TO BE REMOVED.
DOORS ARE LOCATED ON THE LEFT SIDE OF THE GENERATOR ONLY.
'A' IS THE STUB UP AREA FOR THE MLCB AND NEUTRAL CONNECTION.
DIESEL GENERATOR GENERAC SD050
11 x17 SCALE: NTS 22x34 SCALE: NTS
AIR INTAKE
TYP EACH SIDE
(SEE NOTE 14)
CONTROL PANEL
99 540.5 540.5 540.5540.5 (4 PLACES)
[3.9"] [21.3"`] [21.3"] [21.3"] . [21.3'x] FRAME MOUNTING
TYP TYP TYP TYP TYP CENTERS
LOW VOLTAGE
CUSTOMER CONNECTION
BOX (NOTE .3)
MLCB (NOTE 7)
660
[26"]
MOUNTING PROVISION
660 [26"] rOR 01/2- ANC1 IOR DOLT
NG/LPV FUEL INLET TYP (10 PLACES)
760 [30"]
LPL FUEL INLET
AIR
INTAKE
RICH' SIDE VIEW
1027.8 [40.5"]
OVERALL WD7H
illiilppiil
1720
[67.7"]
w OVERALL
A HEIGHT
11. SEE SPEC SHEET FOR DUCT REMOVAL. REMOVAL OF FRONT
DUCT WILL PROVIDE ACCESS TO MUFFLER.
12. 120VAC ENGINE BLOCK HEATER.
906 [35.7"]
FRAME MOUNTING
CENTERS
1015.7 [40"]
FRAME KIDTH
REAR VIEW
13. MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST. SEE SPEC
SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS.
14. MUST ALLOW FREE FLOW OF INTAKE AIR. SEE SPEC SHEET FOR MINIMUM
AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS.
15. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE
THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE
CODES, STANDARDS, AND REGULATIONS.
16. ENGINE SERVICE CONNNECTIONS:
FUEL INLET NG/LPV = 1-1/4" NPT COUPLING
FUEL INLET LPL = 1/4" NPT COUPLING
WEIGHT DATA (INCLUDES WOODEN SHIPPING SKID)
STEEL ENCLOSED GENERATOR- 1'278 KG [2818 LBS]
ALUMINUM ENCLOSED GENERATOR- 1141 KG (2515 LBS)
17. TOTAL HEIGHT OF GENERATOR WITH 211 GALLON DIESEL TANK IS 87".
APPROVED BY
PLANNING BOARD
TOWN OF SOUL"HOLD
DATE
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c_
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8
REVISED
h<^.s. .. buy .. T.w..�r° $. •7
Malidd Scherer, PC.
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
o F N E�
�F
GLENN J;' CH RE a
NY PROFESSI .Q IAL It �kc- INE 075376
'�
IT IS A VIOLATION OFTHE;LAW. FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
at&t
8
REVISED
03/27/15
LL
UNIPOLE HEIGHT
7
PLANNING BOARD
09/30/14
LM
SUBMISSION
6
ATTORNEY
05/22/14
LM
COMMENTS
5
GENERATOR ADDITION
04/08/14
BR
4
CLIENT COMMENTS
03/19/14
LM
3
MONOPOLE CHANGES
03/14/14
LM
2
ATTORNEY
05/20/10
LM
COMMENTS
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
PRELIMINARY AND FINAL
SITE PLANS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01 /21 /10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
GENERATOR DETAIL
DRAWING NO.:
PAGE NO.:
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05/20/10
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APPROVED BY
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TOWN OF SOU "I'HOLD
DATE
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Malidd Scherer, PC,
Consuffing Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
3- 12,J1
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
A- 0",
1 1:1
GLENN J. SCHERER/,4:�,'
C
1
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
—42
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2. 67,
7$
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09/30/14
LM
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'150
1• 1!:,
372
5
GENERATOR ADDITION
1,1
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03/14/14
1-14
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05/20/10
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TOWN OF SOU "I'HOLD
DATE
Xf V, r �'Iht�z7r`mM-1 -1
J
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Malidd Scherer, PC,
Consuffing Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
10:
GLENN J. SCHERER/,4:�,'
NY PROFES8t'Q-NAl,-NGINEER�075376
IT IS A VIOLATION OF7WEE,Uk FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
at&t
8
REVISED
03/27/15
LL
UNIPOLE HEIGHT
7
PLANNING BOARD
09/30/14
LM
SUBMISSION
6
ATTORNEY
05/22/14
LM
COMMENTS
5
GENERATOR ADDITION
04/08/14
14
BR
4
CLIENT COMMENTS
03/19/14
LM
3
MONOPOLE CHANGES
03/14/14
LM
2
ATTORNEY
05/20/10
LM
COMMENTS
NO.i
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
PRELIMINARY AND FINAL
SITE PLANS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD,'NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: I LOT: 10
ZONE: Ll- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
MECHANICAL DETAILS
DRAWING NO.:
PAGE NO.:
Z11
11 of 12
COMMSCOPE E 15S09 P8001
ALCATEL LUCENT 9442 RRH 700L MHz ALCATEL LUCENT NN -20500-305 UA08.1 PCS AMPLIFIER
REMOTE RADIO HEAD REMOTE RADIO HEAD WEIGHT: 8.8 lbs
UMTS NODE B CABINET
WEIGHT: 51.0 lbsWITHOUT MOUNTING BRACKETS) RRH 2x60-850 Holes DIMENSIONS: H10.2' W6.7"02.4"
(
DIMENSIONS: H21.0"xW12.2"xD10.8" (WITH SOLAR SHIELD) WEIGHT: 48.5 lbs
WEIGHT: VARIES
DIMENSIONS: H18.5xW11.22"xD8.86"
«"" : DIMENSIONS: 1-174.0"xW23.6"xD23.6"
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RRH 2x60-1900
WEIGHT: 39.625 lbsL .
-�- DIMENSIONS: H2O.08 xW1 1.22» xD7.1
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, WEIGHT: 9.3 lbs
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ALPHA TECHNOLOGIES NE 15238 COOPER B -LINE TWO -POST ALCATEL LUCENT RRH4X25-WCS ALCATEL LUCENT RRH2X40-07L-DE
24/48V DUAL VOLTAGE POWER SYSTEM EQUIPMENT RACK
REMOTE RADIO HEAD REMOTE RADIO HEAD
WEIGHT: VARIES 19" PANEL MOUNTING 23" PANEL MOUNTING WEIGHT: 31.5 lbs WEIGHT: 52.9 lbs
„ DIMENSIONS: DIMENSIONS: (WITHOUT MOUNTING BRACKETS) (WITHOUT MOUNTING BRACKETS)
DIMENSIONS: H84.0 xW25.6 xD20.3 A = 361t -108t) A = 36 -108
91 ' ' DIMENSIONS: H31.5"xW12ND8.7" DIMENSIONS: H24.8"xW11.5"xD6.1"
20.31 B = 24.31 "
'C' = 18.31 " 'C' = 22.31 "
'D' = 17.75" 'D' = 21.75"
' E' = 16" ' E' = 20"
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MCI ick B SchPC,
Consulting Engineers -Construction Inspectors -Land Sunleyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
GLENNY. SCHERER. cc
NY PROFESSIONAL ENGINEER b75.�"
IT IS A VIOLATION OF THE. LAIN FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OFA LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
8
REVISED
03/27/15
LL
UNIPOLE HEIGHT
7
PLANNING BOARD
09/30/14
LM
SUBMISSION
6
ATTORNEY
05/22/14
LM
COMMENTS
5
GENERATOR ADDITION
04/08/14
BR
4
CLIENT COMMENTS
03/19/14
LM
3
MONOPOLE CHANGES
03/14/14
LM
2
ATTORNEY
05/20/10
LM
COMMENTS
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
PRELIMINARY AND FINAL
SITE PLANS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED DATE: 01 /21 /10
DRAWN BY: GCE CHECKED BY: CCS
DRAWING TITLE:
EQUIPMENT
SPECIFICATIONS
DRAWING NO.: PAGE NO.:
Z12 12 of 12
Mal ick B SchPC,
Consuifing Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
,,,•e o F= N
A)
GLENN J. SCHEREP
NY PROFESSIONAi�EN61N 76
IT IS A VIOLATION 6FTHE1AW'FOP,,A JY PERSON,
UNLESS ACTING UNDER THE 5ALCTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
r
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
THE UNDERSIGNED, PURSUANT TO SOUTHOLD TOWN CODE SECTION
280-131 (1), ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN
�
'
05/22/14
LM
at
gPROVAL SE'V FORTH IN THE RESOLUTION OF APPROVAL DATED
_Ni I .7_l20 ARE ACCEPTED (`SEE CONDITIONS ON RESOLUTION).
PLEAS PRLN, N&NIE .-Ll� l.t�y-�1 • �! - ---
7
CLIENT COMMENTS
'ATURE DATE,
LL
NO.
ISSUE OR REVISION
1h
A . LEDIG ITLE
APPROVED BY
TONN'NOFSOL711OLDPLItN'NtNG BOARD
an
`
CHAIRPF.RSOV S1GIATUR DATE
SITE #. LI
TE: Ile approved sftc development plan shall be valid for a period of eighteen (I!)
ionths from the date of approval as per code section 280.132A.
-1025
1040-B HORTONS LANE, SOUTHOLD, NY 11971
''' '''`'
SCOPE OF WORK:
IiI'i
An Unmanned Telecommunications Facility Including
AREA
�
Equipment Cabinets Located inside an Existing Building,
—PROPOSED WORK
?? ??
-'_; "it ? i
a 95' Overall Height Unipole with (6) Internally
Installed Antennas in Place of an Existing 40' Tall
fig 'i, ?I i'I
Flag Pole and an Emergency Backup Generator.
♦
PROJECT DIRECTORY:
�' `
I xi- Property Line
�' �' E''
`
` ♦48
' `♦
'`''�
tfi''',t
APPLICANT:
New Cingular Wireless PCS, LLC
i
♦
,''.,
400 Hamilton Avenue
Suite 600B
White Plains, NY 10601
O / ,
♦ til
t1
..Ar
' /
'� °, ;'�
631-424-3028
/`
2
♦
kY�
•'F'`'€ 'i
'''
',
" %
ATTORNEY:
Re', Nielsen, Huber &Coughlin, LLP,SITE
BLOCK 1
♦ rr
"`
l""--.:;,-'. °;`., -"
'"'';'.
36 N. New York Avenue,
LOT 10
♦,_
�,.-Tf`
:"'" '.. ,"
Huntington, NY 11743
631-425-4100
Soulthold
��
♦
, 1, r�fw
�`'""_"''• • 25 f;'`"f, s �. '•3,'`� ' ' V x
%3',
`'''
SITE ACQUISITION SPECIALIST:
Victoria Brennan
♦
":.;': f' !. O
631-807-7836
\
-','-_moo—�
\
48 �----_ - _ �` � ca, �;, ,3'�" �"
RF ENGINEER:
�
♦ ♦���---
♦
Ole
PROPERTY OWNER:
En
♦/
♦.000,
S
S ._ . -� neri
YSI XXXII, LLC
o
CubeSmart, LP
♦ i
���,"''..,_
O
5 Old Lancaster Rpad
Malvern, PA 19355
�' ''
Ca ri ht and P loss—:20015 M i arosa#I &r" aFail 0n and1or i� su Iiers.,AlI right reserved. ;''`E„ -,
SITE COORDINATES
KEY MAP
LOCATION MAP
LATITUDE: '56.10" (NAD83)
LONGITUDE:: W74W74'25'57.64" (NAD83)
NOT TO SCALE
NOT TO SCALE
GROUND ELEVATION: 39'+/- (NAVD88)
DWG. DWG. TITLE
APPLICABLE BUILDING CODES AND STANDARDS
LEGAL DESCRIPTION:
T01
COVER PAGE
DISTRICT: 1000 SECTION M 63
BLOCK: 1 LOT: 10
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS
GN1
GENERAL NOTES
ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE
AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE
DESIGN.
BUILDING CODE:
ZONE: LI - LIGHT INDUSTRIAL
RM1
RADIUS MAPNICINITY MAP
W
A01
SITE PLAN
A02
ELEVATION AND DETAILS
A03
DETAILS
[INTERNATIONAL BUILDING CODE (IBC), 2010 AS ADOPTED BY NY STATE BLDG CODE]
LU
> W >O w
U)
A04
EQUIPMENT ROOM
ELECTRICAL CODE:
p
tY
p p W
W
A05
REFLECTIVE CEILING PLAN
[NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 2007, NATIONAL ELECTRICAL CODE, AS ADOPTED BY
NY STATE]
LIGHTNING PROTECTION CODE:
CL
Q
a Q
Q Q U)
A06
GENERATOR DETAIL
M01
MECHANICAL DETAILS
[NFPA 780 - 2008, LIGHTNING PROTECTION CODE]❑
F-1
F -1M02
EQUIPMENT SPECIFICATIONS
FIRE/LIFE SAFETY CODE: FIRE CODE OF NEW YORK STATE -2010
CONSTRUCTION MANAGER: DATE
E01
ELECTRICAL DETAILS
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 MANUAL OF STEEL CONSTRUCTION,
E02
ELECTRICAL DETAILS
E03
ELECTRICAL DETAILS
(AISC), ASD, NINTH
EDITION,TIA/EIA 222-F AND ANSI/TIA 222-G, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND
SITE ACQUISITION: DATE
ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING
REQUIREMENTS FOR TELECOMMUNICATIONS
❑
D ❑
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH
RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100
RF ENGINEER: DATE
(1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
(TYPICAL DRAFTING STANDARDS FOR ALL SHEETS)
0
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
OWNER/OWNER REP: DATE F1
0 0
ExistingL.
_ight, Upper
When Labeling
And Lower Case Lettering
Existing Features
PROPOSED
BOLD, UPPER CASE LETTERING WHEN LABELING
PROPOSED FEATURES
Know wtvivs helm.
Call before you ing.
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND 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 SPECIFIC REQUIREMENT,
THE SPECIFIC REQUIREMENT SHALL GOVERN.
Light Lines Represent Existing Features
DARK LINES REPRESENT PROPOSED FEATURES
Mal ick B SchPC,
Consuifing Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
,,,•e o F= N
A)
GLENN J. SCHEREP
NY PROFESSIONAi�EN61N 76
IT IS A VIOLATION 6FTHE1AW'FOP,,A JY PERSON,
UNLESS ACTING UNDER THE 5ALCTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
r
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
7
CLIENT COMMENTS
05/06/14
LL
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED DATE: 01 /21 /10
DRAWN BY: GCE CHECKED BY: CCS
DRAWING TITLE:
COVER PAGE
DRAWING NO.: PAGE NO.:
T01 1 of 14
GENERAL NOTES:
1. THE NOTES CONTAINED HEREIN ARE NOT PROJECT SPECIFIC. THE CONTRACTOR SHALL
UTILIZE THE ALL NOTES WHICH PERTAIN TO THE WORK DEPICTED IN THIS PLAN SET.
2. THE CONTRACTOR*S SHALL CONTACT M&S TO VERIFY THAT THEY HAVE BEEN ISSUED
THE LATEST REVISION OF THE CONSTRUCTION DOCUMENTS PRIOR TO THE START OF
CONSTRUCTION.
3. ALL DIMENSIONS AND INFORMATION SHOWN IN THE DRAWINGS ARE DERIVED FROM
LIMITED FIELD OBSERVATIONS MADE FOR THIS PROJECT. DETAILED INFORMATION WAS
COLLECTED FOR SPECIFIC WORK AREAS. THIS INFORMATION IS TO BE USED FOR THE
WORK SHOWN ON THESE PLANS ONLY.
4. UNLESS SPECIFICALLY REQUESTED BY THE CLIENT OR REQUIRED TO PROCEED WITH
THE CREATION OF THE CONSTRUCTION DOCUMENTS, STRUCTURAL PROBES HAVE NOT
BEEN PREFORMED. BUILDING COMPONENT CONFIGURATION AND CONDITION NOT
OTHERWISE VISIBLE BENEATH SURFACE FINISHES, MAY VARY AND SHALL BE
CONFIRMED BY THE CONTRACTOR PRIOR TO PROCEEDING WITH CONSTRUCTION.
ANY DISCREPANCIES, WHETHER IN CONFIGURATION OR CONDITION SHALL BE BROUGHT
TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & FIELD CONDITIONS PRIOR TO THE
START OF CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ENGINEER. THE CONSEQUENCES OF PROCEEDING WITH
CONSTRUCTION AFTER DISCOVERING A FIELD CONDITION DISCREPANCY AND WITHOUT
THE APPROVAL OR RECOMMENDATIONS OF THE ENGINEER, SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
6. THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE LOCAL, STATE AND FEDERAL
CODES.
7. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS AND INSPECTIONS TO
COMPLETE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
ALL INSPECTIONS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, INCLUDING,
BUT NOT LIMITED TO, ELECTRICAL, PLUMBING, FIRE PROTECTION AND STRUCTURAL.
8. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ENGINEER OF
CONSTRUCTION STAGES WHICH REQUIRE SPECIAL OR CONTROLLED INSPECTIONS WITH
A MINIMUM OF 48 HOURS (BUSINESS DAYS) NOTICE. THESE INSPECTIONS INCLUDE,
ARE NOT LIMITED TO, CONCRETE REINFORCEMENT, CONCRETE POURING, STRUCTURAL
STEEL ERECTION/BOLTING, WELDING AND THE INSTALLATION OF EPDXY ANCHORS.
FAILURE TO COORDINATE THESE INSPECTIONS WITH THE ENGINEER MAY PROHIBIT
SIGNIOFF WITH THE AUTHORITY HAVING JURISDICTION.
9. CONTRACTOR SHALL PROVIDE ENGINEER WITH PHOTOGRAPHS FOR EACH STAGE OF
CONSTRUCTION. THE PHOTOGRAPHS SHALL INCLUDE, BUT ARE NOT LIMITED TO, BEAM
POCKETS & PEDESTAL CONNECTIONS.
10. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY DURING CONSTRUCTION. THE
ENGINEER HAS NO RESPONSIBILITY FOR OR CONTROL OVER SAFETY AT ANY TIME.
11. THE ENGINEER HAS NOT
PERFORMED AN INSPECTION FOR
ASBESTOS
OR OTHER
HAZARDOUS MATERIALS.
THESE DRAWINGS ARE NOT MEANT
TO DEPICT
OR IMPLY THE
PRESENCE OR ABSENCE
OF SUCH MATERIALS WITHIN THE
PROPOSED
WORK AREAS.
12. TRUE NORTH SHALL BE DETERMINED. CONTRACTOR IS RESPONSIBLE FOR PROPER
AZIMUTH ALIGNMENT.
BUT
13. THE CONTRACTOR SHALL CONTACT THE TELECOMMUNICATIONS CARRIER TO ACQUIRE
THE LATEST RF DATA SHEET PRIOR TO THE START OF CONSTRUCTION. RF INFORMATION
ISSUED BY THE TELECOMMUNICATIONS CARRIER SUPERSEDES INFORMATION
CONTAINED HEREIN.
14. ROUTING IS DIAGRAMMATIC AND CONTRACTOR IS TO UTILIZE BEST POSSIBLE ROUTING
TO EXPEDITE CONSTRUCTION PROCESS. ROUTING SHALL NOT IMPEDE UPON REQUIRED
PASSAGEWAYS OR MEANS OF EGRESS.
15. THE CONTRACTOR SHALL PROVIDE NEW PENETRATIONS FOR ROUTING THROUGH FIRE
RATED ASSEMBLIES AND FIRE STOP ALL PENETRATIONS AS PER CODE. THE
CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE THE FIRE RATING OF BUILDING
COMPONENTS IF EXISTING PENETRATIONS ARE USED FOR NEW ROUTING.
16. ALL DISTURBED AREAS SHALL BE REPAIRED TO MATCH EXISTING ADJACENT, INCLUDING
BUT NOT LIMITED TO FIRE RATED MATERIALS.
17. ANY DISTURBANCE TO ROOFING, FLASHINGS OR ANY EXTERIOR SURFACE SHALL BE
REPAIRED/SEALED WATERTIGHT AND IN ACCORDANCE WITH ANY WARRANTIES, AS
APPLICABLE. THE GENERAL CONTRACTOR SHALL EMPLOY THE WARRANTY GRANTOR,
OR OTHER AUTHORIZED CONTRACTOR, WHERE REQUIRED FOR MAINTENANCE OF THE
WARRANTY.
18. THE PERIMETER AND ANCHORS OF ALL STEEL TO CONCRETE OR MASONRY
CONNECTIONS SHALL BE SEALED WATERTIGHT USING A PURPOSE FORMULATED
MASONRY SEALANT.
19. CONTRACTOR SHALL REMOVE TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
N
hi• s• i� ?.� ♦dId
APPROVED BY
s};
PLANNING BOARD
o
=-2
co
G�
CV
o3
co
Ph 908.537.1300 Fax 908.537.1398
o
Q=
'�
p�`*�
'` ` •"ate,
GLENN J: SGHERER:,�
NY PROFESSIONAL. iE GGJN� #,075376
,�,--
IT IS A VIOLATION OF THE LAW FOR ANIGPERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
hi• s• i� ?.� ♦dId
APPROVED BY
s};
PLANNING BOARD
TOWN OF SOUTHOLD
DATE
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
I
hi• s• i� ?.� ♦dId
—70717071
Malick 9Scherer, PC,
Consu/ting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
OF NEyv
'�
p�`*�
'` ` •"ate,
GLENN J: SGHERER:,�
NY PROFESSIONAL. iE GGJN� #,075376
,�,--
IT IS A VIOLATION OF THE LAW FOR ANIGPERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
at&t
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
7
CLIENT COMMENTS
05/06/14
LL
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE M LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
GENERAL NOTES
DRAWING NO.:
PAGE NO.:
GN1
2 of 14
BOUNDARY
LAND USE LEGEND:
R — Residential
C — Commerciol/Industrial
0 — Open Space/Residential
ZONING
INDUSTRIAL
RESIDENTIAL
RESIDENTIAL
BUSINESS
RESIDENTIAL
RESIDENTIAL/OFFICE
1 1 RADIUS MAPIVICINITY MAP
11 x17 SCALE: 1 "= 200'-0" 1 22x34 SCALE: 11" = 100'-0"
vlpr LV I
owl
37
R
Founders Village Condominiums
'000??-1i000000ry
0.
//////////////]Section: 63 //////,/// / / / / / •
Block: 1 /i;/////
j.�
R,
♦ ////i /// iiiii I I ilii
NOTE:
NO FEDERAL AND STATE LANDMARKS
OR SCENIC BYWAYS ARE LOCATED WITHIN
300' OF THE SUBJECT PARCEL.
1
/
/
I
1
/
/
1
1
.000,
00000 00000
O
RJLJI
MclicdScherer, PC,
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
o
Hampton, NJ 08827
�m
www.malickandscherer.com
r or N,w
rL"
o
GLENN J.ISCHER0'`�`� i=f
NY PROFESSIONAL E G��E`�� t � �r
�'�rESSI(�N
IT IS A VIOLATION OF THE LAW FORT' PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
o�
�a
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
C�
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
APP -ROVED BY,
PLANNING BOAR
TOWN OF SOUTHOLD
DATE
r.
MclicdScherer, PC,
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
r or N,w
GLENN J.ISCHER0'`�`� i=f
NY PROFESSIONAL E G��E`�� t � �r
�'�rESSI(�N
IT IS A VIOLATION OF THE LAW FORT' PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
at&t
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
7
CLIENT COMMENTS
05/06/14
LL
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
RADIUS MAP/ VICINITY MAP
DRAWING NO.:
PAGE NO.:
RM1
3 of 14
NOTE:
EXISTING FLAG POLE TO BE REMOVED
AND REPLACED WITH NEW 94' GRAY
UNIPOLE ON 1' HIGH CAISSON ABOVE
GROUND LEVEL (95' OVERALL HEIGHT)
1
z �
cs •
rn '
cA
zM
v -
o
on ,
� co
M
o Qj '
CL -�
4-
CL
-
C ,
Property Line
TECHNICIAN
PARKING SPOT
0"E Deed .24' Deed
2
S1 �•433 ane 626
to
6,1„E Sta Picine
S30.0 - -
•� S"C"
Cr
... . . ............
... . . ............
BRICK PLANTER AT BASE OF
FLAG POLE BE RESTORED
I A�TO
TER INSTALLATION -�
OF PROPOSED UNIPOLE)
I
Building E
,
I209.0 , i
1 'tai
ELECTRIC
a - I
AND TELCO CONDUITS
TRENCHED
UNDERGROUND FROM
SOURCE TO
EQUIPMENT ROOM IN
BUILDING E. SAW CUT ASPHALT
PARKING LOT AS REQUIRED.
REPAIR PARKING LOT TO MATCH
170'
EXISTING CONDITIONS
SEE DETAIL
2/AO3, AND NOTE #2
170'
0
8
�
A-1 o
1
N/A
296'2' (F)
Min Front Yard
o
69.0'
10 o
Base Screening
(Vegetation)
C)
N/A
NM 0 '
Min Side Yard
�0
30.02'
zo 1
Min Both Side
C0 ,
NEW CSC CABINET TO BE
INSTALLED BY SERVICE
PROVIDER
TELCO CONDUIT TRENCHED
FROM UTILITY POLE TO
NEW CSC CABINET.
COORDINATE
WITH SERVICE PROVIDER.
SEE DETAIL 2/AO3
Utility Pole
12 Mr1dM Sp*c„
Lawn Mower
Repair Shop
Building B
150' FALL ZONE
Section. 6
3
Bock'
Lot-�a� Use
rnerc\
Com
Lot Are°
Acres
_
6•g�+_ Sq.
F
� 302,48
(6) AT&T PANEL
ANTENNAS INSTALLED
WITHIN TOP TWO RF COMPATIBLE
CYLINDERS OF PROPOSED UNIPOLE I
I.
GPS DEVICE ATTACHED BuildingC
'? TO NEW UNIPOLE
/SEE DETAIL 3/AO3
Building A
74'-9" 1 ,
0
Building D o
I � �
(Br1'ck) O ` o
�HM.Ik I •W
r.ac... , ' l�
AT&T CABLING TRENCHED UNDERGROUND WITHIN tr_ v'
(8) 6" PVC SLEEVES FROM EQUIPMENT ROOM TO '
UNIPOLE. SAW CUT ASPHALT PARKING LOT AS
REQUIRED. REPAIR PARKING LOT TO MATCH
EXISTING CONDITIONS, SEE DETAIL 1 /A03 AND3► peed
NOTE BELOW - 261.2
FTI>>State P�aneDeed
PROPOSED AT&T DIESEL BACKUP GENERATOR •4522 W •22'40 W
ATTACHED TO PROPOSED CONCRETE PAD , • N3 N 19
SEE DETAIL 6/A03
Distance From Unipole to Existing
AT&T 300 S.F. EQUIPMENT Q, Structures on Pro ert
ROOM IN BUILDING E, UTILIZING Building A: 308.2
UNITS 703, 704 ,771 AND 772
SEE DETAIL 1 /A04 Building B: 144.8'
Nto d- Building C: 199.1'
rn
N Office for
U -Store -It Building D: 74.7'
�
o Building E: 75.2'
Building F: 180.8'
F,. S+•'
0o Building G: 181.3'
S.C.. 1�
Parking Spaces
SITE
5j I. I CE � � ti 2 Handicap Spaces
Existing Meter - - --- - •�"` 84 R I P rk'n S aces
and Disconnects _ - - 351.c
1-'� - 1.47 w
:» Horton Lane
Public Street - Width Varies)
PROPOSED METER AND DISCONNECT
ATTACHED TO BUILDING EXTERIOR.
COORDINATE WITH UTILITY COMPANY
FOR ELECTRICAL CONNECTION
1 1 SITE PLAN
11x17 SCALE: 1"= 80'-0" 1 22x34 SCALE: 1" = 40'-0"
ALLOW FOR 3' ACCESS
CLEARANCE IN FRONT
OF NEW METER AND
DISCONNECT
75KVA Transformer
NOTE:
%; %j ar a g p
1 Technician Parking Space
87 Total Parking Spaces
CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES
AND SEWERS BEFORE THE START OF CONSTRUCTION.
IF ANY DISCREPANCIES FROM THESE PLANS ARISE,
CONTACT THE ENGINEER (M&S) IMMEDIATELY.., APPROVED BY
.;
'4
PLANNING BOARD
TOWN OF SOUTHOLD
DATE g
COAX CABLE CHART
NO.
QTY.
SECTOR
COAX LENGTH
1
8
� o
170'
2
8
BETA
170'
0
8
GAMMA
A-1 o
74'-9" 1 ,
0
Building D o
I � �
(Br1'ck) O ` o
�HM.Ik I •W
r.ac... , ' l�
AT&T CABLING TRENCHED UNDERGROUND WITHIN tr_ v'
(8) 6" PVC SLEEVES FROM EQUIPMENT ROOM TO '
UNIPOLE. SAW CUT ASPHALT PARKING LOT AS
REQUIRED. REPAIR PARKING LOT TO MATCH
EXISTING CONDITIONS, SEE DETAIL 1 /A03 AND3► peed
NOTE BELOW - 261.2
FTI>>State P�aneDeed
PROPOSED AT&T DIESEL BACKUP GENERATOR •4522 W •22'40 W
ATTACHED TO PROPOSED CONCRETE PAD , • N3 N 19
SEE DETAIL 6/A03
Distance From Unipole to Existing
AT&T 300 S.F. EQUIPMENT Q, Structures on Pro ert
ROOM IN BUILDING E, UTILIZING Building A: 308.2
UNITS 703, 704 ,771 AND 772
SEE DETAIL 1 /A04 Building B: 144.8'
Nto d- Building C: 199.1'
rn
N Office for
U -Store -It Building D: 74.7'
�
o Building E: 75.2'
Building F: 180.8'
F,. S+•'
0o Building G: 181.3'
S.C.. 1�
Parking Spaces
SITE
5j I. I CE � � ti 2 Handicap Spaces
Existing Meter - - --- - •�"` 84 R I P rk'n S aces
and Disconnects _ - - 351.c
1-'� - 1.47 w
:» Horton Lane
Public Street - Width Varies)
PROPOSED METER AND DISCONNECT
ATTACHED TO BUILDING EXTERIOR.
COORDINATE WITH UTILITY COMPANY
FOR ELECTRICAL CONNECTION
1 1 SITE PLAN
11x17 SCALE: 1"= 80'-0" 1 22x34 SCALE: 1" = 40'-0"
ALLOW FOR 3' ACCESS
CLEARANCE IN FRONT
OF NEW METER AND
DISCONNECT
75KVA Transformer
NOTE:
%; %j ar a g p
1 Technician Parking Space
87 Total Parking Spaces
CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES
AND SEWERS BEFORE THE START OF CONSTRUCTION.
IF ANY DISCREPANCIES FROM THESE PLANS ARISE,
CONTACT THE ENGINEER (M&S) IMMEDIATELY.., APPROVED BY
.;
'4
PLANNING BOARD
TOWN OF SOUTHOLD
DATE g
COAX CABLE CHART
NO.
QTY.
SECTOR
COAX LENGTH
1
8
ALPHA
170'
2
8
BETA
170'
3
8
GAMMA
170'
Kom fiats below.
call womyou dig.
NOTES:
1. SITE PLAN AND PROPERTY LINE DATA SHOWN WAS TAKEN FROM
A SITE PLAN ENTITLED "FINAL TOPO SURVEY" PERFORMED BY D.W.
HANNIG L.S., P.C. RE -CERTIFIED ON MAY 19 2014. THIS DRAWING DOES
NOT CONSTITUTE A BOUNDARY SURVEY.
2. THE PROPOSED USE OF THE DEVELOPMENT IS FOR AN
UNMANNED WIRELESS COMMUNICATION FACILITY,
THE FACILITY WILL NOT BE STAFFED FULL TIME. IT WILL BE VISITED
FOR MAINTENANCE APPROXIMATELY ONCE PER MONTH.
TECHNICIAN MAY PARK NEAR COMPOUND ON TECHNICIAN
PARKING AREA.
3. NO SANITARY OR WATER FACILITIES ARE REQUIRED.
ELECTRIC AND TELEPHONE ARE THE ONLY UTILITIES THAT
ARE REQUIRED. UTILITY SERVICE WILL BE PROVIDED FROM
UTILITY POLE AS SHOWN.
4. NO WATER COURSE OR FLOOD PLAINS WILL BE EFFECTED BY
THIS DEVELOPMENT.
5. ACCESS TO THE SITE WILL BE VIA EXISTING HORTONS LANE.
TRAFFIC IMPACTS WILL BE NEGLIGIBLE, SINCE THE SITE IS UNMANNED.
6. NO TREES/SHRUBS WILL BE AFFECTED BY THIS CONSTRUCTION.
7. NO SITE LIGHTING IS PROPOSED.
8. THE CONTRACTOR SHALL ABIDE BY ALL CURRENT LOCAL,
STATE, AND NATIONAL CODES THAT ARE APPLICABLE.
9. THE CONTRACTOR SHALL COORDINATE WITH UTILITY
COMPANIES AND MEET ALL CURRENT UTILITY COMPANY
REQUIREMENTS AND SPECIFICATIONS.
10. NO CHANGE IN EXISTING DRAINAGE PATTERNS WILL
RESULT FROM THIS PROPOSAL.
11. NO TRASH DISPOSAL IS REQUIRED IN CONNECTION WITH
THE PROPOSED INSTALLATION.
2 1 SITE PLAN NOTES
11x17 SCALE: NTS IF22x34 SCALE: NTS
LI District
REQUIRED
EXISTING
PROPOSED
Min Lot Size
40,000 SF
302,481 SF
No Change
Min Lot Width
100'
351.93'
No Change
Min Lot Depth
150'
403.66'
No Change
Min Fence Height
6'
N/A
296'2' (F)
Min Front Yard
100'
69.0'
257:9' (G)
Base Screening
(Vegetation)
Yes
N/A
209.0, (F)
Min Side Yard
20'
30.02'
12 9. 0 (G)
Min Both Side
40
60.04'
627.9'
Yards
245.9' (F)
Min Rear Yard
70
50.76'
267.4' (G)
Min Landscaped
25%
15%
No Change
Area
Max Lot
Coverage
30%
23.28%
23.29%
Max Building
35•
24
95'
Height
Max Number
2
1
N/A
of Stories
Wireless
Telecommunications
REQUIRED
EXISTING
PROPOSED
Max Tower Height
80'
N/A
95'
Tower Setback:
Nearest Dwelling Unit
Nearest Res. Pro . Line
N/A:
5000
N/A
N/A
276.7:
209.0
Min Lot Area
40,000 SF
302,481 SF
No Change
Min Fence Height
6'
N/A
N/A
Max Equipment Area
500 SF
N/A
300 SF
Base Screening
(Vegetation)
Yes
N/A
No
Tower Color
Gray
N/A
Gray
3 1 BULK REQUIREMENTS
1 x17 SCALE: NTS I 22x34 SCALE: NTS
CV O
�d
0C=
0C
CX_ c0 a
Q
' '1 ...
,I
S
Malidd Scherer, PC.
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
OF NEW yo
F
c r'• '
G CAIN J,§CHERER-'J J0
NY PROFES IO AL N�G�N '#07676
'
IT IS A VIOLATION OF THE LAViI FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
at&t
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
13 PLANNER COMMENTS 04/02/15 LM
12 UNIPOLE HEIGHT 04/01/15 LM
CHANGE
11 CLIENT COMMENTS 07/18/14 SK
10 ISSUED FOR 07/10/14 CA
CONSTRUCTION
9 ATTORNEY 07/01/14 TC
COMMENTS
8 ATTORNEY 05/22/14 LM
COMMENTS
NO. ISSUE OR REVISION DATE BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED DATE: 01/21/10
DRAWN BY: GCE CHECKED BY: CCS
DRAWING TITLE:
SITE PLAN
DRAWING NO.: PAGE NO.:
A01 4 of 14
A
Nei t 3 r
Mclicid Scherer, PC,
Consu/ting Engineers-Construction Inspectors-Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
OF NEvv Y
S C�F9���'
u!
� :yi`ra�F1 yt�
i •
GLENN".) SCHERi=R;-AO7
NY PROFESSI6Q ENGINEER,,� 76j:
<�o ' `0 7 53�!
IT IS A VIOLATION OF THE•L/�W . 1`R, N- "P RSON,
UNLESS ACTING UNDER THE DIRE- I"I4N`OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
at&t
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
13
PLANNER COMMENTS
04/02/15
LM
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE #: LI-1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
ELEVATION AND DETAILS
DRAWING NO.:
PAGE NO.:
A02
5 of 14
ryn
I
f.. vKw w toff be}aw.
&III &,tmv ym d1'j
to
N
LO
16"
2" (MIN)
(HORIZ. & VERT.)
GRAVEL, PAVE, OR VEGETATE
TO MATCH EXISTING
COMPACTED BACKFILL
UNDISTURBED
UTILITY WARNING TAPE
SAND FILL
AT&T CABLING WITHIN (8)
6" PVC SLEEVES SCHEDULE 40
NOTES:
1. HAND DIG ALL UTILITY CROSSINGS.
2. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES
AND SEWERS BEFORE THE START OF CONSTRUCTION.
IF ANY DISCREPANCIES FROM THESE PLANS ARISE,
CONTACT THE ENGINEER (M&S) IMMEDIATELY.
tt
PROVIDE WARNING
TAPE(ORANGE 0.1 MM FLEXIBLE
—POLYETHYLENE FILM WHICH
SHALL BE RESISTANT TO ACIDS,
BASES, HYDROCARBONS, AND WATER.
6" OF TOPSOIL TO BE BACK
FILLED ON TOP OF CONDUIT TRENCH
AND GRASS TO BE REPLACED OR SEEDED
UNDISTURBED SOIL
COMPACTED BACKFILL
05�__W/ SATISFACTORY
NATIVE OR IMPORTED
SOIL
SAND FILL
TELEPHONE CONDUIT 3" MIN ELECTRICAL CONDUIT
WHERE APPLICABLE * WHERE APPLICABLE
COORDINATE SIZE, TYPE / \— COORDINATE SIZE AND
AND QUANTITY WITH TYPE WITH LOCAL
LOCAL UTILITY 6" (MIN) UTILITY
(TYP)
*SEPARATION DIMENSION TO BE VERIFIED
WITH LOCAL UTILITY COMPANY REQUIREMENTS
NOTES:
1. HAND DIG ALL UTILITY CROSSINGS.
2. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES
AND SEWERS BEFORE THL» START OF CONSTRUCTION.
IF ANY DISCREPANCIES FROM THESE PLANS ARISE,
CONTACT THE ENGINEER (M&S) IMMEDIATELY.
1 1 UNDERGROUND COAX TRENCH DETAIL 2 1 ELECT/TELEPHONE DUCT BANK
11x17 SCALE: NTS I 22x34 SCALE: NTS 11x17 SCALE: NTS I 22x34 SCALE: NTS
..n.... CVC , O r%AI Ir -r*
GPS DEVICE
1 1/4.... DIA NOM
o SCH 40 PIPE
1
N
1/2" DIA BOLT 73/8"X6"X6"
THROUGH ALUMINUM CONNECTION
SHEATHING PLATE
3/8"X6"
STANDOFF
PLATE
o
CUT TO
1� REQUIRED LENGTH
(2) COAX
S CABLES
3/8"X6"X6"
BACKER PLATE
APPROVED BY
PLANNING BOARD
TOWN OF SOUTHOLD
DATE
'4__ rY
3 1 GPS DEVICE MOUNT
11 x17 SCALE: NTS I 22x34 SCALE: NTS
TRENCH (1) ELECTRIC
CONDUIT FROM PROPOSED
BACKUP GENERATOR TO
PROPOSED EQUIPMENT ROOM
OSEE DETAIL 1/A03
/ 0 O 0
O
5'-0" PROPOSED CONCRETE
39-5" PAD (3'-5"X9'-4")
PAINT SAFETY YELLOW � I � RADIUS ITTOPONCRETE 43/,, �EE DE31.62 T QLtS/A03
8 CONCRETES
4"O.D. PIPE
FILLED WITH CONCRETE
r
Finished Grade
'P
/
,•
»a �
GRADE, PAVEMENT, / •y
OR FINISHED GRADE
REPAIR DISTURBED AREA / ''�� ' ' t°
TO MATCH EXISTING - - •
10"
3000 PSI CONCRETE
4 1 PROTECTIVE BOLLARD
11x17 SCALE: NTS 22x34 SCALE: NTS
VVtwil nV 1 L.V VV VVt��-1VL
NOTE:
1) ALL EDGES SHALL BE CHAMFERED.
2) PROVIDE LIGHT BRUSH FINISH.
5 1 CONCRETE PAD DETAIL
11x17 SCALE: NTS 22x34 SCALE: NTS
ER
) STONE
PROPOSED AT&T DIESEL
BACKUP GENERATOR
3' 0"
1 �0
� PROPOSED PROTECTIVE BOLLARDS
YELLOW SEE2 DETAILT 4/ 03 TION
`Y
3•-0"
30-00
s 1 GENERATOR DETAILED LAYOUT 0 2' 4'
11x17 SCALE: 1/4"= 1'-0"I 22x34 SCALE: 1/2" = 1'-0"
'* k
O
o
-
r
MalickB Scherer, PC,
Consu/ting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Rjul
Ph 908.537.1300 Fax 908.537.1398
1
� I
0 F Ne
C=)
n CV
c
S ;
FO
it cr
C7
a
SJR^
IT IS A VIOLATION OF THEW FOR ANY PERSON,
RjUlO
n
o
L '
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
o_
♦
at&t
P-rul Q
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
1 �0
� PROPOSED PROTECTIVE BOLLARDS
YELLOW SEE2 DETAILT 4/ 03 TION
`Y
3•-0"
30-00
s 1 GENERATOR DETAILED LAYOUT 0 2' 4'
11x17 SCALE: 1/4"= 1'-0"I 22x34 SCALE: 1/2" = 1'-0"
'* k
�N'���� •,� j � ys, M1F
c"t 'T
MalickB Scherer, PC,
Consu/ting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
0 F Ne
I-
�C O
it cr
GLENN"J. SCHERERjz,�'
NY PROFESSI0WC{ Nt3IKEER#03�6
SJR^
IT IS A VIOLATION OF THEW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
at&t
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
7
CLIENT COMMENTS
05/06/14
LL
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
i
CONSTRUCTION DOCUMENTS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
DETAILS
DRAWING NO.:
PAGE NO.:
A03
6 of 14
DUPLEX RECEPTACLE
100 AMP
PRIMARY DISCONNECT
SWITCH
75 KVA
TRANSFORMER�
200 AMI
SECONDARY DISCONNEC
PROVIDE NEW
1-1/2 HR
FIRED RATED
DOOR (1)
3`-0"X7'-0 X
1— 3/4"
16 GAUGE HOLLOW
METAL. B—LABEL
t
rn
SIGN DISPLAYING o�
CONTACT
INFORMATION AFFIXED
TO EQUIPMENT ROOM
DOOR
SEE DETAIL 3/AO4
SWITCH 120V/15A /
13L8 CO2 /
FIRE EXTINGUISHER
ELECTRIC SERVICE
PANEL
6'-4"
1911-11"
704 �
I
I�
� EXISTING WALL
I BE REMOVED
-- - - - - - - - - - - -- - - -� 77
703
� THERMOSTAT � � LTE
DUPLEX RECEPTACLE IF RA�K RACK
TVSS /J 1
& 2� (2) PRO OED RRH RACKS WITH
�1 rr� n n , i 18 RRH UNITS EACH
10'-6"
TELCO BOARD 5/8"
THICK FRP PLYWOOD
HIGH/LOW TEMP
SENSOR
HVAC DISCONNECT
ATTACHED TO WALL
(1) FLOOR MOUNTED CARRIER HVAC
10 TON UNIT PT# 50BYNO12
1 1 FLOOR PLAN
11x17 SCALE: 1/4"= 1'-0"1 22x34 SCALE: 1/2" =I V.011
EXISTING WALL TO
BE REMOVED'
0
i
w
N
772
PROPOSED STUD WALL
SEE DETAIL 2/AO4
9'-6"
29—Dee
I �
II
II
II
II
I I
I
h
I I
II
II
II
II
II
AT&T CABLING WITHIN
(8) 6" PVC SLEEVES
PENETRATING FLOOR
OF ROOM, FIRE STOP
AS PER CODE.
ELECTRIC, TELCO AND
GROUND CONDUITS
PENETRATING FLOOR
OF ROOM.
SEAL WATERTIGHT
DUPLEX
RECEPTACLE
GROUND R00
(TYP FOR 2
LO
N
DUPLEX
RECEPTACLE
SIGN DISPLAYING CONTACT INFORMATION
AFFIXED TO BUILDING EXTERIOR OUTSIDE
OF EQUIPMENT ROOM, SEE DETAIL 3/A04
r.
N
w'
1'-6"
Property of AT&T
Authorized
Personnel Only
In case of emergency, or prior to performing
maintenance on this site, call 800-638-2822
and reference cell site number LI -1025
eat&t
3 1CONTACT INFORMATION SIGN
11 x17 SCALE: NTS 22x34 SCALE: NTS
8"
Li,w))
On this tower:
ftd�o frequency fields rt this este
miry a ve.'"d FCC Rillri fnr hcrrr in
etxpn+srr*a,
ri" y,!our skury," s11 p6tt:tt sr*jnx and
t:a, a<rr<M*ie^�s ttrr wv'ei+'►ir�g it rerf3�
er#rrli+x�t^r •n�trknvnrr4a,
r
00 4 SAFETY INFORMATION SIGN
00
11 x17 SCALE: NTS 22x34 SCALE: NTS
Existing Ceiling �2) LAYERS OF 5/8" GYPSUM BOARD
TYPE X) PRIME AND PAINT WHITE
CEILING RUNNER
(CORROSION RESISTANT STEEL)
- HVAC DUCT WORK
LOUVERS
0 2' 4'
EXTERIOR FASCADE
TO REMAIN PAINT & TRIM TO
UNTOUCHED MATCH ADJACENT
0 3,
o c V ro
a
�1) LAYER OF 5/8" GYPSUM BOARD �
TYPE X) PRIMED AND RJLQ
Q
PAINTED WHITE FULL HEIGHT (TYP) C�
3 1/2" METAL STUDS 0 16" O.C.
(20 MSG. CORROSION RESISTANT STEEL)
Existing Sheet THERMA FIBER INSULATION BETWEEN STUDS
Metal Wall
FLOOR RUNNER
(CORROSION RESISTANT STEEL)
Vol
1 44
wo VINYL BASE
.4`,.;, APPROVED BY
NEW PARTION IN P PLANNING BOARD
LOCATIONS NOTED — / TOWN OF SOUTHOLD
ON PLANS
N., I V/ DATE 111 lerl n /�
0.0
2 1 WALL SECTION STUD
11x17 SCALE: NTS 1 2204 SCALE: NTS
DC i
POWER
Malick9scnerer,, PC,
BATTERY
PLANT
UMTS
RACK
Ph 908.537.1300 Fax 908.537.1398
704 �
I
I�
� EXISTING WALL
I BE REMOVED
-- - - - - - - - - - - -- - - -� 77
703
� THERMOSTAT � � LTE
DUPLEX RECEPTACLE IF RA�K RACK
TVSS /J 1
& 2� (2) PRO OED RRH RACKS WITH
�1 rr� n n , i 18 RRH UNITS EACH
10'-6"
TELCO BOARD 5/8"
THICK FRP PLYWOOD
HIGH/LOW TEMP
SENSOR
HVAC DISCONNECT
ATTACHED TO WALL
(1) FLOOR MOUNTED CARRIER HVAC
10 TON UNIT PT# 50BYNO12
1 1 FLOOR PLAN
11x17 SCALE: 1/4"= 1'-0"1 22x34 SCALE: 1/2" =I V.011
EXISTING WALL TO
BE REMOVED'
0
i
w
N
772
PROPOSED STUD WALL
SEE DETAIL 2/AO4
9'-6"
29—Dee
I �
II
II
II
II
I I
I
h
I I
II
II
II
II
II
AT&T CABLING WITHIN
(8) 6" PVC SLEEVES
PENETRATING FLOOR
OF ROOM, FIRE STOP
AS PER CODE.
ELECTRIC, TELCO AND
GROUND CONDUITS
PENETRATING FLOOR
OF ROOM.
SEAL WATERTIGHT
DUPLEX
RECEPTACLE
GROUND R00
(TYP FOR 2
LO
N
DUPLEX
RECEPTACLE
SIGN DISPLAYING CONTACT INFORMATION
AFFIXED TO BUILDING EXTERIOR OUTSIDE
OF EQUIPMENT ROOM, SEE DETAIL 3/A04
r.
N
w'
1'-6"
Property of AT&T
Authorized
Personnel Only
In case of emergency, or prior to performing
maintenance on this site, call 800-638-2822
and reference cell site number LI -1025
eat&t
3 1CONTACT INFORMATION SIGN
11 x17 SCALE: NTS 22x34 SCALE: NTS
8"
Li,w))
On this tower:
ftd�o frequency fields rt this este
miry a ve.'"d FCC Rillri fnr hcrrr in
etxpn+srr*a,
ri" y,!our skury," s11 p6tt:tt sr*jnx and
t:a, a<rr<M*ie^�s ttrr wv'ei+'►ir�g it rerf3�
er#rrli+x�t^r •n�trknvnrr4a,
r
00 4 SAFETY INFORMATION SIGN
00
11 x17 SCALE: NTS 22x34 SCALE: NTS
Existing Ceiling �2) LAYERS OF 5/8" GYPSUM BOARD
TYPE X) PRIME AND PAINT WHITE
CEILING RUNNER
(CORROSION RESISTANT STEEL)
- HVAC DUCT WORK
LOUVERS
0 2' 4'
EXTERIOR FASCADE
TO REMAIN PAINT & TRIM TO
UNTOUCHED MATCH ADJACENT
0 3,
o c V ro
a
�1) LAYER OF 5/8" GYPSUM BOARD �
TYPE X) PRIMED AND RJLQ
Q
PAINTED WHITE FULL HEIGHT (TYP) C�
3 1/2" METAL STUDS 0 16" O.C.
(20 MSG. CORROSION RESISTANT STEEL)
Existing Sheet THERMA FIBER INSULATION BETWEEN STUDS
Metal Wall
FLOOR RUNNER
(CORROSION RESISTANT STEEL)
Vol
1 44
wo VINYL BASE
.4`,.;, APPROVED BY
NEW PARTION IN P PLANNING BOARD
LOCATIONS NOTED — / TOWN OF SOUTHOLD
ON PLANS
N., I V/ DATE 111 lerl n /�
0.0
2 1 WALL SECTION STUD
11x17 SCALE: NTS 1 2204 SCALE: NTS
i.i.rt'! Fi
Malick9scnerer,, PC,
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
Nn
,
GLENN`J.SCNERER}
�
i
NY PROFESS I6NAC\EN61I E
IT IS A VIOLATION OF THE1 AW'FbFt'ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
t
a &t
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
7
CLIENT COMMENTS
05/06/14
LL
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE M LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01 /21 /10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
EQUIPMENT ROOM
DRAWING NO.:
PAGE NO.:
A04
7 of 14
VAL
MalickE Scherer, PC,
Consulting Engineers-Construction Inspectors-Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
OF NFA,
GLENN .J: SCHERERi�
NY PROFESS IONALP$' �EEF4b75*'
`�OF.�
IT IS A VIOLATION OF THE LAW FOR -ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
at&t
7 7ry L
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
7
CLIENT COMMENTS
05/06/14
LL
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE #: LI-1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
REFLECTIVE
CEILING PLAN
DRAWING NO.:
PAGE NO.:
A05
8 of 14
400 475
[15.7 [18.7"]
200
[7.9"]
236
[q-,3"]
244 41
[9.6-3 74 LIFTING BRACKETS
352 " 40 X 60 SLOT`
[13.9' [2.9"'] [1.58 X 2.36-]
99 540.5 540.5 540.5 5405 (4 PLACES)
TOP OR PLAN VIEW [3.9"] [21,3"] [21"3"`] [21.3"] [21.3"] FRAME MOUNTING
TYP TYP TYP TYP TYP CENTERS
2839.7 [111.8"]
DISCHARGE OVERALL LENGTH
(SEE NOTE 13)
: n a
.�
r
SEE
NQiE 16
1267 [49.9"]
CENTER OF GRAVfTY
zsso [92.907
FRAME LENGTH
.EFT SIDE VIEW
NOTES:
AIR INTAKE
TYP EACH SIDE
(SEE NOTE 14)
,,--CONTROL PANEL
LOW VOLTAGE
CUSTOMER CONNECTION
BOX (NOTE 3)
MLCE3 (NOTE 7)
660
(2s"]
•
AIR
INTAKE
MOUNT]IVG PROVISION
660 [26"] FOR 01/2" ANCI IOR DOLT
NG/LPV FUEL INLET TYP (10 PLACES)
760 [,30"]
LPL FUEL INLET
RIGHT SIDE VIEW
1027.8 [40.5"']
OVERALL WDTH
rmmtmL. yviu iri
REAR YEW
1720
(67.7"]
OVERALL
HEIGHT
1.
THE LEFT SIDE OF THE GENERATOR IS SERVICE ACCESSIBLE.
11.
SEE SPEC SHEET FOR DUCT REMOVAL. REMOVAL OF FRONT
Malick 5 Scherer.. PC,
Consulting Engineers -Construction Inspectors -Land Surveyors
'c::�'
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
DUCT WILL PROVIDE ACCESS TO MUFFLER.
2.
10 AMP BATTERY CHARGER INCLUDED WITH GENERATOR.
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
N
o
at&t
12.
120VAC ENGINE BLOCK HEATER.
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
o
0
3.
CONNECTION POINTS FOR CONTROL WIRES.OfN
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
BOTTOM OF LOW VOLTAGE CUSTOMER CONNECTION BOX HAS
13.
MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST.
SEE SPEC
ISSUED FOR
07/10/14
Q
CONSTRUCTION
KNOCKOUTS FOR 1/2" & 3/4" CONDUIT FITTINGS.
SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION
REQUIREMENTS.
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
4.
GENERATOR MUST BE GROUNDED.
14.
MUST ALLOW FREE FLOW OF INTAKE AIR. SEE SPEC SHEET
FOR MINIMUM
05/06/14
LL
NO.
ISSUE OR REVISION
AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS.
BY
PROJECT TITLE:
5.
12 VOLT NEGATIVE GROUND SYSTEM.
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
15.
IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN
TO ENSURE
DRAWN BY: GCE
6.
OPTIONAL REMOTE EMERGENCY STOP SHIPPED LOOSE WITH GENERATOR.
GENERATOR DETAIL
THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE
* r�
APPROVED BY.
A06
9 of 14
CODES, STANDARDS, AND REGULATIONS.
`���:
7.
MAIN LINE CIRCUIT BREAKER (MLCB), AC LOAD LEAD CONNECTION AND
PLANNING BOARD.
AUXILIARY 120/240V CONNECTION.
16.
ENGINE SERVICE CONNNECTIONS:
TOWN OF SOUTHOLD
FUEL INLET NG/LPV = 1-1 /4" NPT COUPLING
8.
LEVEL 2A SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR.
FUEL INLET LPL - 1/4" NPT COUPLING
DATE ,C/ o�a�
9.
DOORS MUST BE ABLE TO OPEN 90 DEG. TO BE REMOVED.
WEIGHT DATA (INCLUDES WOODEN SHIPPING SKID)
STEEL ENCLOSED GENERATOR- 1278 KG [2818 LBS]
DOORS ARE LOCATED ON THE LEFT SIDE OF THE GENERATOR ONLY.
ALUMINUM ENCLOSED GENERATOR- 1141
KG [2515
LBS]
10.
W IS THE STUB UP AREA FOR THE MLCB AND NEUTRAL CONNECTION.
17.
TOTAL HEIGHT OF GENERATOR WITH 211 GALLON DIESEL TANK IS 87".
1 I GENERATOR (GENERAC SD050
11x17 SCALE: NTS
22x34 SCALE: NTS
Malick 5 Scherer.. PC,
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
GLENNtJ.'.SCHERER
NY PROFESSIONAL N, I'N --ER#�75 76
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
at&t
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
7
CLIENT COMMENTS
05/06/14
LL
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
GENERATOR DETAIL
DRAWING NO.:
PAGE NO.:
A06
9 of 14
'kX
'`s.£ " •3
Malice B Scherer, PC,
Consu/ting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
GLENN J',SCHERERr"' J� /
NY PROFESS IONALENGINE R -V0 376
SIUh��:�`
IT IS A VIOLATION OF THE LA VFC)kANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
7
CLIENT COMMENTS
05/06/14
LL
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED DATE: 01/21/10
DRAWN BY: GCE CHECKED BY: CCS
DRAWING TITLE:
MECHANICAL DETAILS
DRAWING NO.: PAGE NO.:
M01 10 of 14
COMMSCOPE E15S09P8001
ALCATEL LUCENT 9442 RRH 700L MHz ALCATEL LUCENT NN -20500-305 UA08.1 J PCS AMPLIFIER
REMOTE RADIO HEAD REMOTE RADIO HEAD WEIGHT: 8.8 lbs
UMTS NODE B CABINET
WEIGHT: 51.0 lbs (WITHOUT MOUNTING BRACKETS) RRH 2x60-850 Holes DIMENSIONS: 1-110.2'W6.7"xD2.4"
DIMENSIONS: H21.0"xW12.2"xD10.8" (WITH SOLAR SHIELD) WEIGHT: 48.5 lbs w WEIGHT: VARIES
DIMENSIONS: H18.5"xW11.22"xD8.86" E DIMENSIONS: H74.0"xW23.6"xD23.6"
.• " . -
RRH 2x60-1900
� WEIGHT: 39.625 lbs �.� "l
DIMENSIONS: H20.08"xW11.22"xD7.1
TVI
;4
r
:`- COMMSCOPE E15S09P56
-s 2 antenna connectors PCS AMPLIFIER '
bow
w � WEIGHT: 9.3 lbs
DIMENSIONS: H 10.8"xW8.3"xD2.4"
` "•C "'�k.A�,IwAY.��.�L,�,....,6'• "� .<r '� !a. • -•.vr �� My �K ,
Pmver connector
COMMSCOPE SBNHH-1 D65A ALPHA TECHNOLOGIES NEQ15238 COOPER B -LINE TWO -POST ALCATEL LUCENT RRH4X25-WCS ALCATEL LUCENT RRH2X40-07L-DE
TRI -BAND ANTENNA 24/48V DUAL VOLTAGE POWER SYSTEM EQUIPMENT RACK REMOTE RADIO HEAD REMOTE RADIO HEAD
WEIGHT: 33.5 lbs WEIGHT: VARIES 19" PANEL MOUNTING 23" PANEL MOUNTING WEIGHT: 31.5 lbs WEIGHT: 52.9 lbs
DIMENSIONS: H55.0"xW1 1.9"xD7.1 DIMENSIONS: H84.0"xW25.6"xD20.3"
DIMENSIONS: DIMENSIONS: (WITHOUT MOUNTING BRACKETS) (WITHOUT MOUNTING BRACKETS)
"
'A' = 36"-108" 'A' = 36"-108"
DIMENSIONS: H31.5' W12"08.7" DIMENSIONS: H24.8"xW1 1.5"xD6.1 "
'B' = 20.31" 'B' = 24.31"
'C' = 18.31 " 'C' = 22.31 "
�1•i 'D' _ 17.75„ 'D' _ 21.75„
' E' - 16„ IE' - 20„
3"
0n 084 Onty
mo/ww,
ww'
y(� Sys 'r"'"'r"r'•rr.�'€'" y:i ....-.. .". - .. �• ��� �rf#� -..,. ,r.,, ..
�< e� ,�•' E�E i i { µ... µ ., _ •- ". -gym, �.
Rjui
•y it t �
• ,� �e�YTtt't"J Ti�`iilll,+i�t`icI`lfl: "" m .. ., _f w;,.,, • «.. .»r:-ra✓',""'»",�`,
� � € .... -• _ ..., «. `, � .far R. •t � ` 3. ` r �.
cz
LO 4
P 12-24
' 4" Hca
ItUtrmj r,. 3.11
k
APP�RO�fEfl BY
+
1 • '.�' - _ ! , _, t PLANNING BOARD
�z TOWN OF SOUTHOit)
F-�al1w DATE
1 EQUIPMENT SPECIFICATIONS
11x17 SCALE: NTS 122x34 SCALE: NTS
_ s
mcliddScherer,, R .r,
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
E• OF NC-
GLENN J •SCHERER
NY PROFESSIONALENGINEER #67r 3760''
^%Jri��s
IT IS A VIOLATION OF THE LAW FORANYPERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
tee~ tJ
y
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
ISSUED FOR
10
CONSTRUCTION
07/10/14
CA
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
7
CLIENT COMMENTS
05/06/14
LL
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE M LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
EQUIPMENT
SPECIFICATIONS
DRAWING NO.:
PAGE NO.:
M02
11 of 14
TO SOU
PROPOSED MI
ATTACHED TO BUILDING EXTE
LOCATION TO BE DETERM
BY BUILDING ELECTRI
PROPOSED 200A DISCONNEC
W/ (2) 200A FUSE
ATTACHED TO BUILDING EXTERIO
LOCATION TO BE DETERMINED 8
BUILDING ELECTRICIA
ELECTRICAL NOTES:
NOTES:
1. WORK WITH SHEETS A01 & A02 FOR ROUTING OF CONDUITS.
2. CONTRACTOR IS TO VERIFY SERVICE CONNECTION METHOD, LOCATION
AND MATERIAL WITH UTILITY COMPANY.
THIS WILL OCCUR PRIOR TO THE START OF ANY ELECTRICAL WORK.
AT
3/0
4 GND
CONTRACTOR IS TO VERIFY SERVICE CONNECTION METHOD, LOCATION AND MATERIAL WITH ELECTRIC
COMPANY. THIS WILL OCCUR PRIOR TO THE START OF ANY ELECTRICAL WORK.
ALL ELECTRICAL WORK WILL CONFORM TO THE NATIONAL ELECTRICAL CODE, THE ELECTRICAL CODE FOR
THE STATE OF NEW YORK AND ALL NATIONAL AND LOCAL FIRE SAFETY AND BUILDING CODES.
CONTRACTOR IS TO PROVIDE ALL ASSOCIATED MATERIAL ie. STRAPS, CONNECTORS, CRIMPS etc. FOR A
COMPLETE AND OPERATIONAL ELECTRICAL PROJECT.
CONTRACTOR IS TO COORDINATE ALL OF HIS WORK TO MINIMIZE THE DISTURBANCE TO THE EXISTING
BUILDING OCCUPANTS, WORKERS OR ACCESS REQUIRED BY THE GENERAL PUBLIC OR MAINTENANCE PERSONNEL.
ANY DISRUPTION OF THE EXISTING ELECTRICAL SERVICE MUST BE COORDINATED WITH THE CONSTRUCTION
COORDINATOR AND THE BUILDING CONTACT PERSON.
ANY DISRUPTION OF THE EXISTING BUILDING CONDITIONS SHALL BE RETURNED TO THERE PREVIOUS CONDITION OR BETTER.
VERTICAL RUNS OF CONDUIT MUST BE SUPPORTED AT INTERVALS AS REQUIRED BY APPLICABLE CODES. INSTALL
ALL REQUIRED PULL BOXES AND UTILIZE APPROPRIATE WIRE HANGING FITTINGS AND HARDWARE.
CONTRACTOR IS TO PERMANENTLY SUPPLY AND FASTEN NAMEPLATES TO DESIGNATE VOLTAGE, NAME AND EQUIPMENT FED
FROM.
ALL CUTTING AND PATCHING OF WALLS AND MASONRY REQUIRED FOR THE INSTALLTION OF ELECTRICAL
HARDWARE SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR.
PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE FIRE PROOF TO RESTORE ORIGINAL RATING.
1 1 ELECTRICAL SCHEMATIC RISER DIAGRAM
11 x17 SCALE: NTS
22x34 SCALE: NTS
APPROVED BY
PLANNING BOARD
TOWN OF SOUTHOLD
DATE
.:3
e
Consuifing Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
I/
y yy
.:3
MdiddScherer,, PC,
Consuifing Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
�C-0F NEW
J
GLENN J. SCHEREf'`' ` ��`�{ ✓�
NY PROFESSIONAL EI�G'If�Rr'#0r5376 ��'"
IT IS A VIOLATION OF THE LAW FOR ANY -PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
at&t
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
7
CLIENT COMMENTS
05/06/14
LL
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
ELECTRICAL DETAILS
DRAWING NO.:
PAGE NO.:
E01
12 of 14
COAX GROUND BAR
0 SECTOR "C"
GENERATOR
COAX GROUND BAR I (COAX GROUND BAR
0 SECTOR "B" 0 SECTOR "A"
COAX GROUND BAR
AT TOP OF UNIPOLE
COAX GROUND BAR
AT BOTTOM OF UNIPOLE
6AWG
EXTERIOR
GROUND BAR
GROUND 16
OR 2�}J I ELECTRIANELC CAB NETST EQRACKSNT
//6AwG
PND do TELCC DOOR
CONDUIT DOOR FRAME
BOND
6AWG
# 6AWG
CABLE INTERIOR
LADDER COAX FEED HVAC
TRAY THRU.
r--- //6AWG
OBJECTS I T1 SURGE GND BAR AT
METAL ARRESTOR TELCO BACK
BOARD
NOTE:
SITE GROUNDING MUST CONFORM TO
WNS IMPLEMENTATION STANDARDS
TECHNICAL SPECIFICATIONS FOR BASE
STATION GROUNDING AND TVSS
(VERS. 1.1 6/30/04).
1 1 GROUND SCHEMATIC
11x17 SCALE: NTS I 22x34 SCALE: NTS
GPS DEVICE
INTERIOR
GROUND
BAR
FRICTION ACCESS COVER
PROVIDE A SLOT
IN THE PVC SLEEVE
TO ACCOMODATE THE
GROUND RING
N
2 1 GROUND ROD
11x17 SCALE: NTS 1 22x34 SCALE: NTS
DOUBLE CRIMP
CONNECTION
INTERIOR
GROUND
RING
la �
EXOTHERMIC
WELD
10'
ExIstlno Grade
Exlsting Surface
— 8" PVC PIPE
CADWELD CONNECTION
GROUND RING
GROUND ROD
8' L ONG
(TYP FOR 2)
NEWTON INSTRUMENT COMPANY, INC.
BUTNER, N.C. OR APPROVED EQUAL
NO.
REQ.
PART NO.
DESCRIPTION
10
1
/4"x4"x30"
SOLID GND. BAR
02
2
A-6056
WALL MTG. BRKT.
03
2
3061-4
INSULATORS
®
4
3012-1
5/8"-11110" H.H.C.S.
05
4
3015-8
5/8 LOCKWASHER
FERENCE GROUND BAR -
1170I GROUND BAR DETAIL
11x17 SCALE: NTS I 22x34 SCALE: NTS
ETAI
5/8 " DIA.
CADWELD CONNECTION
V
APPROVED BY
PLANNING BOARD
TOWN OF SOUTHOLD
DATE aO
EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR
SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END
THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION.
SECTION "P" — SURGE PROTECTORS
CABLE ENTRY PORTS (HATCH PLATES) (2 AWG)
GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG)
TELCO GROUND BAR 2 AWG)
COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (2 AWG)
+24V POWER SUPPLY RETURN BAR (2 AWG)
—48V POWER SUPPLY RETURN BAR (2 AWG)
RECTIFIER FRAMES.
COAX SUPPRESSION
SECTION "A" — SURGE ABSORBERS
INTERIOR GROUND RING 2 AWG)
EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING)
2 AWG METALLIC COLD WATER PIPEIF AVAILABLE)
2 AWG BUILDING STEEL (IF AVAILABLE) (2 AWG)
SECTION "I" — ISOLATED GROUND ZONE
ALL COMMUNICATIONS EQUIPMENT FRAMES.
ISOLATED GROUND BAR — IGB (2 AWG)
DETAIL NOTES:
1. EXOTHERMICALLY WELD 2 AWG BARE TINNED SOLID COPPER
CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED
GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD.
2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN
EACH SECTION AND LABEL EACH SECTION ("P", "A", "I")
WITH 1" HIGH LETTERS.
a
Ln
Malidd Sc P.C.
;
R
53 Frontage Road, Suite 260
Hampton, NJ 08827
s
ok
LJ
O
a
o c
GLENN,J.-,SCHERER -'
NY PROFESSIQN6, ,E�P_NEO--#676376
Cl-
o�
cq d
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
Q
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
1. EXOTHERMICALLY WELD 2 AWG BARE TINNED SOLID COPPER
CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED
GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD.
2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN
EACH SECTION AND LABEL EACH SECTION ("P", "A", "I")
WITH 1" HIGH LETTERS.
Malidd Sc P.C.
Consulting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
O'rv�ry
GLENN,J.-,SCHERER -'
NY PROFESSIQN6, ,E�P_NEO--#676376
IT IS A VIOLATION OF THETAW-FOR"ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
at&t
.s�
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
7
CLIENT COMMENTS
05/06/14
LL
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED
DATE: 01/21/10
DRAWN BY: GCE
CHECKED BY: CCS
DRAWING TITLE:
ELECTRICAL DETAILS
DRAWING NO.:
PAGE NO.:
E02
13 of 14
T&B CO. "TY— RAP",
CAT. #TC376 STANDOFF
BRACKET OR
2 AWG GREEN
INSULATED STRANDED
COPPER WIRE.
(INTERIOR GROUND
RING).
T&B CO. "C—TAP", CAT.
#54730 CRIMP TYPE
PARALLEL TAP OR
EQUIVALENT.
DIRECTION OF BOND
TO TURN TO
SHORTEST DISTANCE
TO HATCHPLATE.
Qa
ow
2 AWG GREEN INSULATED STRANDED
COPPER WIRE. (INTERIOR GROUND
RING).
T&B CO. "TY—RAP". CAT.
_TC376 STAND—OFF BRACKET
OR EQUIVALENT. 2'-0" ON
CENTER MAXIMUM SPACING.
T&B CO. "TY—RAP",
CAT. TY25M CABLE TIE
OR EQUIVALENT.
6 AWG GREEN
INSULATED
STRANDED COPPER
WIRE. (UNIT BOND).
INDOOR- OUTDOOR
A i l
WALL OR ROOF -
AS REQ'D
RF SURGE
ARRESTOR
TYP
GROUND BAR
BAR (COPPER)
(SEE DETAIL
1 170)
INSULATED GROUND
BAR (COPPER)
(SEE DETAIL 1429)
ANTENNA CABLES (TYP)
CABLE GROUNDING
KIT (TYP) (SEE
DETAIL 1139)
,h \,.'b-- 6 AWG (TYP)
.� DRIP LOOPS
ANDREW (OR SIMILAR)
MULTIPLE ENTRANCE
WALL/ROOF FEED THRU
ASSEMBLY
\—LUG CLOSURE PLATE
TO GROUND BAR
GROUND BAR NEWTON
INSTRUMENT CO.
INSULATED GROUND
BAR (COPPER)
(SEE DETAIL i 170)
2 AWG SOLID TINNED
BCW TO GROUND RING
1
1 HALO
NON -DIRECTIONAL CORNER CONNECTION DETAIL_
2
1 HALO
GROUND RING WALL SUPPORT AND C -TAP DETAIL
3
1EXTERIOR ANTENNA CABLE GROUNDING AT SHELTER COAX ENTRY PORT
11x17 SCALE: NTS
11x17 SCALE: NTS
22x34 SCALE: NTS
11x17 SCALE: NTS
V�A -
22x34 SCALE: NTS
11x17 SCALE: NTS
I 22x34 SCALE: NTS
INTERIOR
GROUND
RING (HALO)
\X
0000
I
i
0000 � NOTE:
I If THERE IS UNITED SPACE
000(D ; ON THE RIGHT SIDE OF THE
HATCHPLATE, THE ABOVE SETUP
MAY BE MIRRORED AS LONG
AS THE "P" SECTION IS
0000 I BELOW THE HATCHPLATE.
A
HATCHPLATE --/
MOUNT CELL REFERENCE GROUNI
BAR (CRPP) BELOW HATCHPLAT
AND ALIGN P SECTION WITH EDG
OF HATCHPLATE
E�
THE LUnrt, i rUiN 1 UN
THE GROUND BAR.
TO BURIED
GROUND RING
(BGR)
iP" MIN
3 MAX "1 _,
INSULATION
2 AWG, GREEN
COPPER STRANDED
WIRE (INTERIOR
GROUND RING)
-BARE COPPER
10" t 1 /8"
COPPER CRIMP
CONNECTOR T&B
#54740 OR
APPROVED EQUAL
INTERIOR
GROUND
RING
SEE DETAIL
1217
NOTE:
DOUBLE
CRIMP
CONNECTION
THIS DETAIL IS USED FOR
A DOWN CONNECTION TO
AN MGB/RGB.
3
APPROVED BY
PLANNING BOARD
TOWN OF SOUTHOLD
DATE
Z=
4
1 CELL REFERENCE GROUND BAR (CRGB) INSTALLATION DETAIL
5
1 HALO
o
c
s 1
N
p
11x17 SCALE: NTS
22x34 SCALE: NTS
11x17 SCALE: NTS
V�A -
LJJ O
07/10/14
11x17 SCALE: NTS
I 22x34 SCALE: NTS
,Q,90
r Q
9
ATTORNEY
07/01/14
TC
COMMENTS
APPROVED BY
PLANNING BOARD
TOWN OF SOUTHOLD
DATE
Z=
4
1 CELL REFERENCE GROUND BAR (CRGB) INSTALLATION DETAIL
5
1 HALO
GROUND RING SPLICE DETAIL
CHANGE
s 1
HALO
NON -DIRECTIONAL GROUND RING SPLICE DETAIL
11x17 SCALE: NTS
22x34 SCALE: NTS
11x17 SCALE: NTS
10
22x34 SCALE: NTS
07/10/14
11x17 SCALE: NTS
I 22x34 SCALE: NTS
.
4
Mclicdkherer, P
Consu/ting Engineers -Construction Inspectors -Land Surveyors
Perryville III Corporate Center
53 Frontage Road, Suite 260
Hampton, NJ 08827
Ph 908.537.1300 Fax 908.537.1398
www.malickandscherer.com
r�zo�_" °��v
GLENN J" SCHERER.�_<w---'�
NY PROFESSIONAL ENG�NE6R;#¢7�3�
IT IS A VIOLATION OF THE LAW FOR Z4ERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY.
SIGNATURE AND SEAL NOT VALID UNLESS ORIGINAL.
APPLICANT:
at&t
CONTRACTOR SHALL CONTACT M&S PRIOR TO ORDERING
MATERIALS OR BEGINNING CONSTRUCTION TO ENSURE
THAT THEY HAVE THE LATEST REVISION OF THE
CONSTRUCTION DOCUMENTS.
12
UNIPOLE HEIGHT
04/01/15
LM
CHANGE
11
CLIENT COMMENTS
07/18/14
SK
10
ISSUED FOR
07/10/14
CA
CONSTRUCTION
9
ATTORNEY
07/01/14
TC
COMMENTS
8
ATTORNEY
05/22/14
LM
COMMENTS
7
CLIENT COMMENTS
05/06/14
LL
NO.
ISSUE OR REVISION
DATE
BY
PROJECT TITLE:
CONSTRUCTION DOCUMENTS
SITE #: LI -1025
SITE ADDRESS:
1040-B HORTONS LANE
SOUTHOLD, NY 11971
DISTRICT: 1000 SECTION: 63
BLOCK: 1 LOT: 10
ZONE: LI- LIGHT INDUSTRIAL
M&S PROJECT #: 14BECO01
SCALE: AS NOTED I DATE: 01/21/10
DRAWN BY: GCE I CHECKED BY: CCS
DRAWING TITLE:
ELECTRICAL DETAILS
DRAWING NO.: I PAGE NO.:
E03 1 14 of 14