HomeMy WebLinkAbout31093-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
Date, 08/04/06
No, Z-31738
THIS CERTIFIES that the building
ACCESSORY
Location of Property, 21855 CR 48
(HOUSE NO.)
County Tax Map No. 473889 Section 96
(STREET)
Block 1
CUTCHOGUE
(HAMLET)
Lot 19.1
Subdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
MAY 4, 2005 pursuant to which
Building Permit No. 31093-Z
dated
MAY 6, 2005
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is CO-LOCATION OF AN ANTENNA ON AN EXISTING TELECOMMUNICATIONS TOWER &
CONSTRUCTION OF EQUIPMENT FACILITY AS APPLIED FOR AS PER CONDITIONS
OF ZBA #5671 DATED 4/11/05.
The certificate is issued to ARTHUR V JUNGE
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
N/A
97679C
09/01/05
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
N/A
~tbI~
Authorized Slgn ture
Rev. 1/B1
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1,
Form No.6
TO\VN OF SOUTHOLD
BUIUHNG DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and subnutted to the Builcling Depmtmcnt with the t(,JIll\vin~:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streels. andunusualnaturallll
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-Y form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/1 () of IO/', lead
5. Commercial building, industrial building, multiple residences and similar buildings and installations. a certificate
of Code Compliance from architect or engineer responsible tt)! the building.
6. Submit Planning Board Approval of completed site plan requirements.
n. For existing buildings (prior to April 9, ] 957) non-confonning uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to jnspect signed by the applicant. If a Certificate ofOCCUP,lIlCY IS
denied, the Building I1lspector shall state the reasons therefor in wliting to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $25.00, Additions (0 dwelling $25.00, Alterations ((I dwelling $25.00.
Swimming pool $25.00, Accessory building $25.00, Additions to accessory huilding $25.00, Businesses $50.00
2. Certificate of Occupancy on Pre-existing Building - $100.00 ~--_
3. Copy of Certificate uf (lccupancy - $.2'1
4. Updated Ccrtiflcatc uf (lccupancy - $50.00
5. TClnponuy Certificate of (kcupancy - Residential $] 5 .00, Commercia] $1 5.UO
Dale.
!:5}d Ob
New Construction-
/'
Old or PIT.-existing Building:
. (check one)
Location of Propelty: 2-1 '3 S 5"
----- -----
House Nu.
c S':L '6
SIIT.et
CJ~ c. I-) c)c:-~ c:.
Hamlet
Owner or Owners of Property: ACt!lV ~ V. ~vn {;r~
Suffolk County Tax lilaI' No 1000, Section 0'10
'llHSQ
Block 000 t_
Lot .QJ_'l. 00 I
Subdivision
Filed Map.
I.ot:
Permit No. 3~D'1 :).i
Dateol f't'IIl1Il..<; jbJOj"
__ j\pplrcanl:_
Health Dept. Approval:
_ Undenvriters /~ppr()val
rImming Board '\ppwval:
Request for:
1'emporary Certificate
I'inal Certific1t(c'
(check one)
Fee Submitted: $
9,d> 70')30
c. o--l 3/73;{
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO.
31093 Z
Date MAY
6, 2005
Permission is hereby granted to:
ARTHUR V JUNGE
PO BOX 299
ORIENT,NY 11957
for :
CO-LOCATION OF AN ANTENNA ON AN EXISTING TELECOMMUNICATIONS TOWER
& CONSTRUCTION OF EQUIPMENT FACILITY PER ZBA & PLANNING BOARD APPROVALS
at premises located at
21855 CR 48
CUTCHOGUE
County Tax Map No. 473889 Section 096
Block 0001
Lot No. 019.001
pursuant to application dated MAY 4, 2005 and approved by the
Building Inspector to expire on NOVEMBER 6, 2006.
Fee $
200.00
1
-;.li-~ (JL
Authorized Signature
ORIGINAL
Rev. 5/8/02
cfl0
APPEALS BOARD MEMBERS
Ruth D. Oliva, Chairwoman
Gerard P Goehringer
Vincent Orlando
James Dini;.io, 11'.
Michael A. Simon
Southold Town Hall
53095 Main Road' PO. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex /First Floor, North Fork Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
http://southoldtown . north fork .net
I I
BOARD OF APPEALS
TOWN OF SOUTH OLD
Tel. (631) 765-1809' Fax (631) 765-9064
.~FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF MARCH 10, 2005
AppL No, 5671 - CINGlJLAR WIRELESS PCS, LLC (A, Junge, Owner)
Property Location: 21855 c.R. 48 (Middle Road), Cutchogue
CTM No, 96-1-19,1
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions,
without an adverse effect on the environment if the project is implemented as planned as a setback request.
PROPERTY FACTS/DESCRIPTION: The applicant's property is located on the north side of C.R.
48 in Cutchogue, with 45,589 sq. ft. of land area and road frontage of 168.17 ft. The property is
immediately adjaeeut to the Landfill at the north side. To the west are residences, and to the east,
vacant land. The property is located in the Light Industrial (LI) Zone District and improved with an
existing Telecommunications Tower and equipment shelter structure, and business buildings.
BASIS OF APPLICATION: Building Department's December 15, 2004 Notice of Disapproval
denying a permit to construct for the reason that the equipment shelter (storage building) is proposed
in a location at less than 70 feet from the rear property line.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on March 3, 2005, at which
time written and oral evidence was presented. Based npon all testimony, documentation, personal
inspection of the property and the area, and other evidence, tbe Zoning Board finds the following facts
to be true and relevant.
AREA VARIANCE RELIEF REOUESTED: Applicant requests a location of a 13.5' x 23' equipment
shelter building, 32 feet from the rear property line. The January 10,2005 updated site plan (ZOI)
shows its proposed location near the existing 100' monopole tower and equipment compound, and
north of the existing parking area. Also proposed is additional landscaping and fenciug on the west
and south sides.
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, and
personal inspections, the Board makes the following findings:
1. Grant of the relief requested will not produce an undesirable change in character of neighborhood
or a detriment to nearby properties. The Telecommunications Law requires co-location on existing
towers. This property eontains an existing tower, and applicant's propose to co-locate antennas in
accordance with the codes within the existing 100 ft. height of the tower. The need for an equipment
shelter building is in support of the co-location. The existing telecommunieations tower sits in the
northeasterly rear yard, and there is a need for this building to be as close to the tower as possible.
Page 2 - March 10, 2005
ZBA Ref 5671 - Cingular Wireless (and others)
96-1-19.1 at Cutchogue
2. The benefit sought by the applicant cannot be achieved by some method, feasible for applicant to
pursue, other than an area variance becanse of environmental constraints and because the proposed
location is the most beneficial to the applicants and the neighborhood. The requested variance is not
unreasonable and is within keeping of the many regulations pertaining to public utility uses and
transmission towers.
3. The variance is not substantial and exceeds the setback requirements (ref. 100-33) which apply to
similar types and designs of accessory storage structures in this and all other zone districts.
4. The relief granted will not have an adverse effect or impact on the physical or environmental
conditions in the neighborhood or district. No evidence has been submitted to suggest the new location
of the equipment shelter structure will have an adverse effect or impact on the physical or
environmental conditions in the neighborhood or district. The applicant will provide landscaping for
buffering the area. The Board suggests five-foot arborvitae, planted four feet apart, to be continuously
maintained. However, the Board reserves the right to review this buffering layout if screening is not
adequately followed by applicant relative to this particular area.
5. In considering this application, the Board deems this action to be the minimum necessary and
adequate for the applicants to enjoy the benefit of equipment shelter, and that the grant of this
variance will prcserve the character of the neighborhood, and the health, safety, welfare of the
community.
BOARD RESOLUTION: In considering all of the above factors and applying the balanCing test under
New York Town Law 267-B, motion was offercd by Member Orlando, seconded by Member Dinizio,
and duly carried, to:
GRANT the variance as applied for, and shown on the Infinigy Engineering Co. site plan ZOI
dated 9-29-04, updatcd 10-14-04.
This action does not authorize or condone any current or future use, setback or other feature of the
subject property that may violate the Zoning Code, other than such uses, setbacks and other features
as are expressly addressed in this action.
Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Orlando, Dinizio, and Simon.
This Resolution was duly adopted (5-~ '
Ik . :rn 1 & U\)O 0 LC\..
Ruth D. Oliva, Chairwoman 4- 'i"" -05
Approved for Filing
08-01-06;C1 :.17PM;
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MAlLING ADDRESS.
P.O. Box 117S
Southald, NY 11971
OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd, & Youngs Ave.)
Southold, NY
Telephcme: 631 765.1938
Fax: 631 765-3136
Kli:NNETH L. EDWARDS
MARTIN H. SIDOR
GEORGE D. SOLOMON
JOS;;;PH L. TOWNSEND
:6
PLANNING BOARD MEMBERS
JERILYN B, WOODHOUSE
Chair
PLAN:'I;'ING HOARD OFFICE
TOWN OF SOUTHOLD
July 17, 2006
Mr. Anthony Feliciano
Bechtel Corporation
1 Huntington Quadrangle
Melville, NY 11747
Rc: Site Plan inspection and satisfaction letter for Cingular Wireless (Lin Cellular)
21855 County Road. 48 in Cutcbogue
SCTM# 1000-'99-1-19.1 Zone: L1, Light Industrial
'1lc
:.','a! Mr. Feliciano,
At the written request of Mike Yosua letter da[oo July 7,2006, for a Certificate of
Occupancy final site inspection, Planning Department staffpcrformed a site visit on July
14,2006.
In reference to the above, the Planning Board l1eld a work session on July 17,2006 to
reVIew the site plan dated April 12, 2005 and site visit staff comments. The Planning
Board accepts the Arborvitaes as planted in the site landscape as described by staff. This
is to inform you that the site plan requirements have been satisfied conditional of the
following item:
1. As per the landscape survivability guarantee, the applicant agrees to replace any
of the landscaping which dies within three (3) years of planting
This letter does not condone any changes from the approved site plan and approvals from
other agencies ifroquired.
IfY-JU have any questions, please contact the Pluming Board Office at (631) 765-1938
be:-<veen the hours of 8:00 a.m. and 4:00 p.m.
Respectfully yours,
~
6'lyn B, 'Woodhouse
Chairperson
cc:file, Bl,ljl~ns Department, Town Engineer
Town HalL 53095 Main Road
P.O. Box 1179
Southold. New York 11971-0959
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Fax (631) 765-9502
Telephone (631) 765-1 X02
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
'Yo: Jeri 'Woodliouse, Cliairperson
(P{anning rJ30ara
'E'i(0:M: :MicliaefJ. Verity, cliiefrJ3uirding Inspector ~
rJ3uildl11fj ([)epartment I
([)ate: :May 8, 2006
'Rs: Premises @ 21855 C'i( #48, Cutcliogue, JY.'Y
Suff Co. 'Y11:{:Map #96.-1-19.1
Lin ceflufarCommunications Corp lias requested a Certificate ofOccupancyforrJ3uirding Permit
#31093-Z to focate an antenna on an e:xjsting 'Yefecommunications 'Yowerand for construction of an
'Equipment 'Eacllity.
pfease advise tliis department if all your requirements lia've 6een met so tliat we may issue tlie
Certificate of Occupancy.
'llianft 'You.
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [vfI;.NAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: O/< ~ c: c).
DATE oS- /;.s- ft {;
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INSPECTOR ~4
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
J><f FOUNDATION 1ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
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DATE (
INSPECTOR ~t- ~
FIELD INSPECTION REPORT DATE
FOUNDATION (1ST)
FOV"IDATION (2ND)
ROUGH FRAMING &
PLUMBl"lG
INSULATION PER N. Y.
STATE ENERGY CODE
FIN AL
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COMMENTS
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APPEALS BOARD MEMBERS
Ruth D, Oliva, Chairwoman
Gerard P Gochringcr
Vincent Orlando
James Diniziol Jr.
Michael A Simon
\,
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, ,Southold Town Hall
53095 M~in Road' PO, Box 1179
\',~outhb1a, NY 11971-0959
~ t- 1: ~ice Location:
Town AnneX !F.JrstFloor, North Fork Bank
,.,- ..
54J'/5Main Road (at Youngs Avenue)
SouthoJd, NY 11971
hup:! !southoldlown, nonhfork,nct
BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 . Fax (631) 765-9064
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FINDINGS, DELlBERATJONS AND DETERMINATION
MEETING OF MARCH 10, 2005
App!' No. 5671 - CINGULAR WIRELESS PCS, LLC (A. Junge, Owner)
Property Location' 21855 C.R 48 (Middle Road), Cutcbogue
CTM No. 96-1-19.1
SEORA DETERMINATION, The Zoning Board of Appeals has visited the property under consideration In this
npplicst.ion and dettrmlnes that this review falls under the Type n category of tile State~s List of A-=tions,
without an adverse errect on the environment if the proJect is implemented as plauned as a setback request.
PROPERTY FACTSIDESCRIPTION, The applicant's property is located on the north side of C.R.
48 in Cntchogue, with 45,589 sq. ft. of land area and road frontage of 168.17 ft. The property is
immediately adjacent to the Landfill at the north side. To the west are residences, and to the east,
vacant land. The property is located in tbe Ligbt Jndustrial (U) Zone District and improved with an
existing Telecommunications Tower and equipment dlelter structure, and business buildings.
BASIS OF APPLICATION: Building Department's December 15, 2004 Notice of Disapproval
denying a permit to construct for tbe reasou tbat the equipment shelter (storage bUilding) is proposed
in a location at less than 70 feet from tbc rear property line.
FINDINGS OF FACT
The Zoning Board of Appeals held a pnblic hearing on this application on Marcb 3, 2005, at which
time written and oral evideuce was presented. Based upon all testimony, documentation, personal
inspection of the property and the area, and otber evidence, the Zoning Board finds the following facts
to be true and relevant.
AREA V ARlANCE RELIEF REOUESTED; Applicant requests a location of a 13.5' x 23' equipment
shelter building, 32 fcet from the rear propc.iy line. The .January 10, 2005 updated site plan (ZOl)
sllOws Its proposed location near the existing 100' monopole tower and equipment compound, and
nortb of the existing parking area. Also pl'oposed is additional landscaping and feucing on the west
and south sides.
REASONS FOR BOARD ACTION; On tbe basis of testimony presented, materials submitted, and
personal inspectious, the Board makes the following findings;
. ,t( Grant of the relief requested will not produce an undesirable change in character of neighborhood
or a detriment to nearby properties. The Telecommunications Law requires co-location on existing
towers. This property contains an existing tower, and applicant's propose to co-locate antennas in
accordance with the codes within the existing 100 ft. height of the tower. Thc need for an equipment
shelter building is iu support of the co-location. The existing telecommunications tower sits in the
northeasterly rear yard, and there is a need for this building to he as close to the tower as possible.
..
Page 2 - Moreh 10, 2005
ZBA Ref. 5671 - Cingular Wireless (and others)
96.1.19.1.1 CUlchoguc
2. The benefit sought by the applicaut cannot be achieved by some method, feasible for applicant to
pUrSue, other than an area variance because of environmental constraints and because the proposed
location is the most beneficial to the applicants and the neighborhood. The requested variance is not
unreasonable and is within keeping of the many regulations pertaining to public utility uses and
transmission towers.
3. The variance is not substantial and exceeds the setback requirement. (ref. 100-33) which apply to
similar types and designs of accessory storage structures in this and all other zone districts.
4. The relief granted will uot have an adverse effect or Impact on the physical or environmental
conditions in the neighborhood or district. ~o evidence has been submitted to suggest the new locatiou
of the equipment shelter structure will have an adverse effect or impact on the physical Or
environmental conditions in the neighborhood or district. The applicant will provide landscaping for
buffcring the area. :,JOhe Board suggests five-foot arborvitae, planted four feet apart, to be continuously
maintained. 1!\l,\\'~yertt,bl:,lJo,ard res.erves therig~tto review this buffering layout if screening is not"
adeqna~ely f!'l!o,wed, ~y applicant rel~t1ve to this particular area~ # .
5. In considering this application, the Board deems this action to be the minimum necessary and
adequate for the applicauts to enjoy the benetit of equipment shelter, and that the grant of this
variance will preserve the character of the neighborhood, and the health, safety, welfare of the
community.
BOARD RESOLUTION: In considering all of the above factors and applying the balancing test uuder
New York Town Law 267-B, motion was offercd by Member Orlando, seconded by Member Dinizio,
and duly carried, to:
GRANT the variance as applied for, and shown on the Infinigy Engineering Co. site plan ZOI
dated 9-29-04. updated 10-14-04.
This artion does not anthorize or condone any current or future nse, setback or other feature of the
subJect property that may violate the Zoning Code, other than such uses, setbacks and other features
as are expressly addressed in this action.
Vote of the Board: A)'es; Members Oliva (Chairwoman), Goehringer, Orlando, Dlnizio, and Simon.
This Resolution was dilly adopted (5-~ro
Ik . l& &Goo'U:l...
Ruth D. Oliva, Chairwoman 4- "r -05
Approved for Filing
,
...
WILLIAM J. CREMERS
KENNETH L. EDWARDS
MARTIN H. SIDOR
GEORGE D. SOLOMON
MAILING ADDRESS:
.-'\ P.O. Box 1179
Southold, NY 11971
\
", ~/\\; 0FFlCE WCATION:
PLANNING BOARD MEMBERS
JERILYN B. WOODHOUSE
Chair
April 12, 2005
. Telephone: 631 765-1938
Fax: 631 765-3136
Lawrence C. Re, Esq.
Munley, Mead, Nielson & R1J
36 North New York Avenue
Huntington, NY 11743
Re: Proposed Site Plan for L1N Cellular Communications LLC (Cingular Wireless)
Located on the nlslo County Road 48, 728' wlo Cox's Lane, in Cutchogue
SCTM#1000-96-1-19.1 Zoning District: LI
Dear Mr. Re:
The following resolution was adopted by the South old Town Planning Board at a meeting
held on Monday, April 11 , 2005:
WHEREAS, the applicant, L1N Cellular Communications (NY) LLC., proposes the site plan
for a new equipment building of 270 sq. ft. with a fourth (4th) antenna located on the existing
cellular pole on a 1.04 acre parcel in the LI Zone; and
WHEREAS, Arthur V. Junge, is the owner of the property known as 21855 County Road
48 and located on the n/s/o County Road 48, approximately 728' wlo Cox's Lane, in
Cutchogue, SCTM#1000-96-1-19.1; and
WHEREAS, the agent, Lawrence C. Re, proposes the site plan for the applicant and
owner; and
WHEREAS, on January 18, 2005, a formal site plan application was submitted for
approval; and
WHEREAS, on March 10,2005, the Southold Town Zoning Board of Appeals granted a
variance as described under Appeal Number 5671; be it therefore
RESOLVED that the Southold Town Planning Board, acting under the State
Environmental Quality Review Act (6NYCRR), Part 617.5 C-11, makes a determination
that the proposed action is a Type II and not subject to review; and be it therefore
further
RESOLVED, that the South old Town Planning Board closes the final public hearing on
the Site Plan known as L1N Cellular Communications (NY) LLC; and
.
,
UN Cellular'Communications (NY) LLC (Cinqular Wireless)- Paqe Two - 04/12/05
WHEREAS, on February 11,2005, the Southold Town Engineering Inspector reviewed
and approved the proposed drainage and the Planning Board has accepted his
recommendation; and
WHEREAS, on February 18, 2005, the Planning Board received a structural analysis
report and letter from Infinigy Engineering certified by Oscar Pedraza, a licensed
professional engineer, with several attachments to substantiate the report and the
Planning Board has accepted this report and has incorporated this in the site plan
approval; and
WHEREAS, on February 22, 2005, the Cutchogue Fire District recommended that no
additional fire well will be needed and the Planning Board has accepted this
recommendation; and
WHEREAS, on March 3, 2005, the Architectural Review Committee reviewed the site
plan materials and determined there are no architectural features requiring comments'
and the Planning Board has accepted this approval; and
WHEREAS, on March 14,2005, the Southold Town Building Inspector reviewed and
certified the site plan for "wireless communication equipment facility" use; and,
WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of
Public Hearing, has received affidavits that the applicant has complied with the
notification provisions; and
WHEREAS, the following two items are incorporated and included in the site plan:
.'AII outdoor lighting shall be shielded so that the light source is not visible from
'. adjacent properties and roadways. Lighting fixtures shall focus and direct the
light in such a manner as to contain the light and glare within property
boundaries. The lighting must meet the Town Code requirements.
. The applicant, agent and owner will install 6' high balled cedars instead of the
arborvitae detailed on the landscaping plan prepared by Infinigy Engineering,
certified by Paul M. Penman, Licensed Professional Engineer, dated September
28,2004 and last revised January 10, 2005. In addition, the landscape will be
guaranteed for two years to ensure survivability; and
WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold
have been met; be it therefore further
RESOLVED that the Southold Town Planning Board grant final approval on the site plan
prepared by Infinigy Engineering, certified by Paul M. Penman, Licensed Professional
Engineer, dated September 28,2004 and last revised January 10, 2005; and authorize
the Chairperson to endorse the final site plans subject to a one year review.
~
UN Cellular Communications (NY) LLC (Cinqular Wirelessl- Paqe Three - 04/12/05
(Vu. ~ C ("(HooCh
Enciosed-is-efle-C-6j3y'of the approved site plan for your records.
Please contact this office if you have any questions regarding the above.
Very truly yours,
~ 4'. ~tI. 4 ~#Jl
;j'erilyn B. ~oodhouse
Chairperson
'~~
Enc.
cc: Building Department
Town Engineering Inspector
Town Zoning Board of Appeals
TOWN OF SOUTHOLD
----------------------------------------------------------)(
In the Matter ofthe Application of
CELLULAR TELEPHONE COMPANY d/b/a
AT&T WIRELESS
OWNER'S AUTHORIZATION
Premises: 21855 County Road 48
Cutchogue, New York
SCTM# 1000-96-1-19.1
-----------------------------------------------------------)(
STATE OF NEW YORK)
(I ) SS.:
COUNTY OF 0,) \\.~)111
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, being duly sworn, deposes and says:
I hold title to the premises known as District 1000, Section 96, Block 1, Lot 19.1 (the
"Premises" hereafter), and do hereby authorize Cellular Telephone Company d/b/a AT&T Wireless
("AT&T Wireless" hereafter) and its representatives to bring such applications for municipal
approvals as may be necessary for constructing or installing on the Premises such antennas, support
structures, and related equipment as AT&T Wireless may require for the establishment of its public
utility wireless telecommunication facility. As such, I will fully cooperate with AT&T Wireless and
its agents in obtaining any required Approvals.
~
(Owner's
~~t
Sworn to before me this
/):.-; day of ((,( ,,:,1 r., 2004.
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.. ,..,./.,j C-'.~', ~ \. ~ 11i',f.,,,-,,
. NOTAAYPUB(rC
u '
lMYAlIEllIIOI_____
NOTARY PUBUc.srAltoF__ ~
NO. 01 NE81121571
OUAlIFIED IN SUFFOLK COUNTY -
MY COMMISSION EXPIRES OCTOBER 15, 202"
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 1197I
TEL: (631) 765-1802
FAX: (631) 765-9502
PERMIT NO.
Z, I 0):") z..
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health /
3 sets of Building Plans /"
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
Examined ~ r 7) ,20 (} '>
Approved J 7 , 20 D '>
<;' {y
Disapproved ale i<2 I/"( A
-- il /~
Expiration ,20J2h.
Mail to:
~L~__
Phone 1-(,] S -, '-f ! () ()
Building Inspector
i..
APPLICATION FOR BUILDING PERMIT
Date October 8
2cP4
'-
INSTRUCTIONS
a. This application MUST bc completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Pennit.
d. Upon approval of this application, the Building Inspector will issue a Building Pennit to the applicant. Such a permit
sliall be kept on the premises available for inspection throughout thc work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have hccn enacted in the interim, the Building Inspector may authorize, in writing, the extension ofthe permit for an
addition six montlis. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Pennit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building c<fde, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.Cellular Telephone Company d/b / a
LIN Cellular Communications Corp (NY), LLC as successor AT&T Wirelesp
in interest to * By:'t>,,-tf,,!Jl0t..--.---
(Signature of applicant or name, if a corporation)
333 Crossways Park Drive, Woodbury, NY 11797
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Applicant is lessee
Name of owner of premises Arthur V. Junqe
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No. 42 -7 8ME
Other Trade's License No. F.ngi neer: 069867
I. Location ofland on which proposed work will be done:
21855 County Road 48, Cutchogue, New York
House Number Street
Hamlet
County Tax Map No, 1000 Section
Subdivision
96
Block 1
Filed Map No,
Lot 19.1'
Lot
(Name)
2" State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy COllll1lercial and telecollll1lunications monopole (public utility)
I t d d d COllll1lercial 2nd telecollll1lunications monopole (public utility)
b. n en e use an occupancy " '" ""
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
Addition
Other Work Public
Alteration
Utility
(Description)
4. Estimated Cost
$50,000.00
Fee
5. If dwelling, number of dwelling units n/ a
If garage, number of cars n/ a
(To be paid on filing this application)
Number of dwelling units on each floor n/ a
6. Ifbusiness, commercial or mixed occupancy, specifY nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front
Height Number of Stories
Rear
Depth
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front
Height Number of Stories
Rear
Depth
9. Size oflot: Front
Rear
Depth
10. Date of Purchase
Name of Former Owner
II. Zone or use district in which premises are situated Light Industrial
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO ~
13. Will lot be re-graded? YES _ NO_Will excess fill be removed from premises? YES_NO_
14. Names of Owner of premises
Name of Architect
Name of Contractor
Address
Address
Address
Phone No.
Phone No
Phone No.
15 a. Is this property within 100 feet ofa tidal wetland or a freshwater wetland? *YES_NO ~
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES_NO-,,---
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF Suffol~
Bobby Anderson being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the Aqent
(O>~j(:jf, Agent, Wj)1\m\cl(l(jfJl<l\l\~W)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best oIhis knowledge anu beiicI; and thal tile wurk will be
performed in the manner set forth in the application filed therewith.
LIN Cellular Coomunications Corp (NY), LLC
as successor in interest to
Cellular Telephone Company d/b/a AT&T
Wireless
~ '~\\;,,,,, tI' LL----
\ Signature of Applicant
Sworn to before me this
g~\ day of OCrni?~E,\'C~ 200W
~ C\ \\ I t' ~ ~ ~O\ lilt
----- Notary blic !
,,""
-...,.
IlOIARY PU8I.JC.STATE OF NEW'tllRIC
NO, 01 NE6028576
QUALIFIED IN SUFFOI.{ CC'}T\
MYCm,IMISSICi,1 E::,"I,"; volv,"" '" ..' Q."-
...
MUNLEY, MEADE, NIELSEN & HE
ATTORNEYS AT LAW
/
REPJ.Y To: 0
REPLY To: ~
160 MIDDLE NECK ROAD
GREAT NECK, N."ov YORK 11021
(516) 487-6500
36 NORTH NEW YORK AVENUE
HUNTINGTON, NEW YORK 11743
(631) <125-4100
TELECOPIER
TELECOPIER
(516) 487.6539
May 5, 2005
I ' ,
,'-'
i>
\a I,
~2..'~1
_T' "
5 2005 ! ~,) I
I
(631) 425-4104
"
i
~ i
BY HAND
Michael J, Verity, Chief Building Inspector
Town of Southold
Building Department
53095 Main Road, P,O, Box 1179
Southold, New York 11971
L-"
\ ~
'_'C..'1
~\...,.: "( '-: \ I ! ~:1~ n
RE: New Cingular Wireless PCS, LLC, (Site No,: LI 1027)
Building Pennit Application Supplement, Receipt No, 67479
Premises: 21855 County Road 48
Cutchogue, NY
SCTM#: 1000,96,1,191
Dear Mr. Verity:
We are the attorney's for New Cingular Wireless PCS, LLC, ("Cingular" hereafter), successor in interest to
LIN Cellular Communications Corp (NY), LLC, in connection the application to affix public utility
wireless telecommunication antennas to existing monopole and install related equipment at the above
captioned premises. Our application for this site was originally tiled November 16, 2004, and the denial
was issued December 15,2004 (see attached Notice of Disapproval). We have received approvals from the
Zoning Board of Appeals and the Planning Board and request that our the Building Permit Application be
re-activated at this time. Please note that the application now includes the work necessary to complete the
structural modifications to the existing monopole at the site.
We enclose the following items to supplement our application:
1. Four (4) signed and sealed copies of the Construction Drawings, which have been revised to show
landscaping with cedars and to include details on the structural upgrades to the existing pole that
will be necessary prior to Cingular's co-location.
2, Structural Analysis by Crown Castle International and PSG Engineering Ltd, dated October 15,
2004, providing further detail on the modifications that will be performed at the site prior to the
addition of Cingular's antennas. The estimated cost of the structural modifications to the pole, in
addition to the estimated cost previously provided for the addition of Cingular's facility, is
$65,000.
3, Engineer's Certification by Infinigy (the original was submitted to the Planning Board),
4. Copies of the Zoning Board and Planning Board approvals.
5, Building Pennit Fee of$200,00 (SBA Network Services, Inc, check no,: 194765)
Should you have any questions with respect to the foregoing, please communicate with the undersigned.
Very truly yours,
MUNLEY, MEADE, NIELSEN & RE
By: TC'..<Xl1yrv'R. F~
Jacalyn R. Fleming
Enclosures
MUNLEY, MEADE, NIELSEN & RE
ATTORNEYS AT I,A\V
/.....---
REPLY To: ~
RF.PLY To: 0
160 MIIlDI.E NECK ROAO
:J6 NORTH NE'W YORK AVEI\.'"CE
GPF..AT NECK, NEW" YORK 11021
HUr-."TINOTON. N~' YORK 11743
(516) 487-6500
(631) 425-4100
TELECOPIER
TELECOPIER
(516) 487~6539
(631) 425-4104
November 12,2004
I 2 2004
BY HAND
Michael J. Verity, Chief Building Inspector
Town of South old
Building Department
53095 Main Road, P.O. Box 1179
Southold, New York 11971
RE: UN Cellular Communications Corp (NY), LLC
Building Permit Application (For Denial)
Proposed Site No.: U 1027
Premises: 21855 County Road 48
Cute hogue, NY
SCTM#: 1000-96-1-19.1
Dear Mr. Verity:
We are the attorney's for UN Cellular Communications Corp (NY), LLC in connection with the
captioned application. Enclosed is our application to affix public utility wireless
telecommunication antennas to existing monopole and install related equipment at the above
captioned premises
Accordingly, we enclose the following:
I. Executed Building Permit Application;
2. Owner's Authorization Affidavit;
3. Filing fee check payable to "Town of Southold" in the amount of $35.00;
4. Four (4) sets of Construction Drawings with Site Plans, signed and sealed by a New York
State licensed engineer or architect.
Should you have any questions with respect to the foregoing, please communicate with the
undersigned.
Very truly yours,
MUNLEY, MEADE, NIELSEN & RE
By: LCWJre.n.<;€/ C. 'R.e-
Lawrence C. Rc
LCR/cp
Enclosures
inf
n
9'1
Hnst/ill Offit'i'
14 HtlfH1l"H'B An,lnnt:'. 2"':' non!"
nrl~htull. \1.\ U21J5
Fehru~ry 17. 20[)::;;
\Is. Jnc<'d: n R. Fklllillg
MUIlI:.:'y'. ~leade. Nielsen. and Rl'
36 North Nt'\\" \/urk Avellue
Huntington, NY 11743
I{(I~: Structuflll Evaluation ofCingllhlf \Vi~dess I.o:ltlin~
21855 CountJ1' Rd. ClItdlO~I"'. NY 11935
Cingular Site Number: LI 1027
[kar l\,b r'lt:ming:
J have reviewed the struclural analy~i!'; report prepared f()[ Ct()\vn Caste by' PSG r:ngtTlccrillg
dalcd OdoblJr I; 5,2004. This report presents their findings for Cn:}\.vn Ca~tlc':s tower numhcr
O:O(j579. The repcH1 \Vas hasL'd nn ('urrent !natling as\Vell as prl1poscd luads imposed hy Cinglllar
\\'irclcs:; (formedy ;1\ T& T \Vir~h~",~).
Thi S uL'sig.n upgrade \-vill be sullicient to support the inst.ullntioll prop()sccJ in Infinigy
Engineering1s COns.II"UeltOn drm:vings. The report ,",'at; bas.cd 011 AHgon 73]4 antennas however
the netHal anl(:IlIUls to be lhed an: AngUli 7740 and 7391 <lllh.:llnas. These an1l'llll<lS arc sirHtlar ill
size and \\'eighllo the 7334 so \VC dD nDt anticipate any advers.e affects to the Illonopnk.
Construction 011 th~ Cing,lllar site LI 1027 should; not bt:.'gill until aner lhe upgnlu~'S prc:;cntcd by
PSG Engint:crlng have been completed and verified in the field by the responsible person in
charge from C!'Own Castle or their sllbcontral"wrs.
PIe,JSL" do not 11l::silatc lo conl;icl me at (617) CJW/AIOSJ or J{)hn Stc"':Cl1:-i at (S 1 S) 434-2288. i fYOll
haV(; (lilY 4ucstions or comments.
\'cr\" truh yt1urs.
I ~ ..
/~jp
/7
ll"
Ii t'r
fil,
Jlahn p" CI{)u1icr
fnfiIlig); r:ngrri0cdng. PLLC
(c: J~l~ rl,'lu(J[lL"~, Hi~,l1bnJL'T CllTlsulLaHb. Inc., 99 V/L~:;l fV1<lill St., Last 1'<lip. NY ]I'nn
James Johnsojl.lkcltld St(c Acquisilltl1ls i HllntilJg.tllll (llladr:ll1!~lc> Suik 3S 15. !vkhilli;',\JY 117~)
John Stevens, Inlinigy Gngjnecring, t)i) Pine Strcd, ^lh~LrlY, N'( 1:'2207
,~iO Nariettd Hi(lilWi:'f)', Ros'Nell, Georgia 30075
770~640~9969
99 Plnt~~ Strf:(~t, AJhan'l, Nc".v Yor-k 1))0',
518-434-2059
14 HilnnC\'lcll A\lenuc. }.nd Floot, UrHJhton, t-tiJ':;'''fH.-hu'iel.ls 02135
617-987-0Q53
.l'.{'i:L)(,iq I i r :(~'{,.r~IJI"
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, PSi:';)) .... .
'., .., ':,.' ."
/,"
INTERNATIONAL
October 15, 2004
t. l'J'\JS ~- '\
" / <,PS..G1:ngineerlng, Ltd.
: -' 8206 Forest Gate Drive
Sugar Land, TX 77479
Veronica Harris
Crown Castle International
1200 McArthur Blvd.
Mahwah, NJ 14445
(201) 236-9094
~\\"\
'.
" " ~
\v' \/ .." ,_,
\< -; (~~..,,~
Phone: (281) 343-7099
Fax: (281) 343-7127
'.~
Subject:
Structural AnalysIs Report
Carrier Designation A T& T Wireless Co-Locate
Carrier Site Number: "L1-1027"
Carriet Site Name: "Cutchogue"
Crown Castle Designation Crown Castle au Number: 808579
Crown Csstle Site Name: NY CUTCHOGUE 958280
Crown Castle JOE Job Number: 55309
Engineering Firm Designation PSG Engineering Project Number: 0401 H124-A 1801 00
Site Data 21855 Country Rd, Cutchogue, NY, Suffolk County
Latitude 410.1'-46.57", Longitude -720.29'-50.29".
100 Foot - Monopole Tower
Dear Ms. Harris,
PSG Engineering, Ltd. is pleased to submit this "Structural Analysis Report" to determine the
structural integrity of the aforementioned tower. This analysis has been performed in accordance with
the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number
187185. The purpose of the analysis is to determine the suitability of the tower with the addition of the
proposed equipment listed in Tabie 1 of this report when combined with the existing and reserved
equipment on the structure. This analysis has been performed in accordance with the TINEIA 222-F
standard based upon wind speed condition of 85 mph.
Based on our analysis we have determined the tower and foundation ~ sufficient for the proposed
loading provided the specified modifICations in Appendix B are accomplished.
We at PSG Engineering appreciate the opportunity of providing our continuing professional services to
you and Crown Castle International. If you have any questions or need further assistance on this or any
other projects please give us a call.
Respectfully submitted,
Oscar Pedraza, P.E.
~tQ
Crown Castle International
100 Fr Monopole Tower Structural Evaluation
PSG Engineering Project Number: 0401H124-A 160100
October 15, 2004
CCI au No. 806579
TABLE OF CONTENTS
INTRODUCTION ............................................................................................................................
ANALYSIS CRITERIA ................... .............' .... .................... ..... .................. ......... .........................
Table 1 - Proposed Antenna and Cable Information ..........................................................
Table 2 - Existing Antenna and Cable Information .............................................................
Table 3 - Design Antenna and Cable Information ............................................. ................
ANALYSIS PROCEDURE
Table 4 - Documents Provided ................................................. .........................................
Analysis Method..................................................................................................................
Assumptions....................................................................................................... ................
ANALYSIS RESULTS ....................................................................................................................
Table 5 - Tower Section Capacity.................................................................. ...................
APPENDIX A
Output from Computer Programs
APPENDIX B
Tower Structural Modification Drawings
0401H124-A160100 (806579) (NY CUTCHOGUE 958280) {Rev. 01}
Crown Castle International
100 Ft Monopole Tower Structural Evaluation
PSG Engineering Project Number: 0401H124-A160100
October 15, 2004
eel au No. 806579
INTRODUCTION
This tower was designed by Engineered Endeavors, Inc. on August 21, 1991 per TIA/EIA-222-D using a
basic wind speed of 80 mph with y," radial ice.
ANALYSIS CRITERIA
This tower is designed using the TIA/EIA-222-F standard.
The following design criteria apply:
. Basic wind speed of 85 mph.
. Nominal ice thickness of 0.5000 in.
. Ice density of 56 pcf.
. A wind speed of 74 mph is used in combination with ice.
. Deflections calculated using a wind speed of 50 mph.
. Feedline torque is considered.
. Pressures are calculated at each section.
. Stress ratio used in tower member design is 1.333
Center Number Number Feed
Line Carrier Of Antenna Antenna Model Mount Mount Of Line
Elevation Name Antenna Manufactu rer Manufacturer Model Feed Size
(feet) Lines (inches)
70 AT&T 12 Allgon 7334.00 Pi ROD, Inc. Standoff '24 '7/8
Wireless T-arms (Internal)
"-. -- ------.
Table 1 - Proposed Antenna and Cable Information
*Nole: Coax shall be located mternal of monopole.
Table 2 - Existing and Reserved Antenna and Cable Information
Center Number Number Feed
Line Of Antenna Antenna Model Mount Mou nt Model Of Line
Elevation Antenna Manufacturer Manufacturer Feed Size
(feet) Lines (inches)
102 12 Swedcom ALP 9212.N Standard Platform 12
w/handrails
93 Thales 8100
Antennas Standard Standoff
90 12 EMS Wireless RR65-19-02DP T-arms 24
80 12 DeCibel:j DB845N65ZAXT Standard LP platform 24
Table 3 - Design Antenna and Cable Information
i
Center I
Line
Elevation
(feet)
Number
Of
Antenna
Antenna
Manufacturer
Antenna Model
Mount
Manufacturer
Mount Model
Number
Of
Feed
Lines
Feed
Line
Size
(inches)
100
9 Swedcom
-_.--
3 Decibel
80 .. .,__2_J_Unknown
ALP9212
DB560
8' Dish
Standard
StandarcJ
I
Platform
Dish mount
Unknown
I
...m
0401H124-A160100 (806519) (NY CUTCHOGUE 958280) (Rev. 01)
Crown Castle International
100 Ft Monopole Tower Structural Evaluation
PSG Engineering Project Number: 0401H124-A 160100
October 15, 2004
cel au No. 806579
ANALYSIS PROCEDURE
Table 4 - Documents Provided
Document
Remarks
Reference
Source
Original Tower Design
n _ n
Crown Castle Application
. -----
CAD Level Drawings
Engineered Endeavors, Inc.
Application ID,_~771 Revision 1
100-FT, 90 FT, 80 FT & 70 FT I
Level Drawing::;_ _.___
642734-~f' Crown Site Data
--- --_I__-Manager-
- Crown Regi9_n~__Office
- Crown CAD Dept. r
_.__._.~
Analysis Methods
ERI Tower (Version 3.0.0.16), a commercially available software program, was used to create a three-
dimensional model of the tower and calculate member stresses for various dead, live, wind, and ice load
cases. All loads were computed in accordance with the ANSI/EIA/TIA 222F or the local building code
requirements, Selected output from the analysis is included in Appendix A.
Assumptions
1, Tower and structures were built in accordance with the manufacturer's specifications.
2. The tower and structures have been maintained in accordance with manufacturer's specifications,
3, The configuration of antennas, transmission cables, mounts and other appurtenances are as
specified in Tables 1 and 2 and the Level drawings listed in Table 4.
4, When applicable, transmission cables are considered to be structural components for calculating
wind loads, as allowed by TIA/EIA-222F,
If any of these assumptions are not valid or have been made in error, this analysis may be affected, and
PSG Engineering should be allowed to review any new information to determine its effect on the
structural integrity of the tower.
ANALYSIS RESULTS
Table 5 - Tower Section Capacity
Section Elevation Percent
Number (feet) Capacity Pass / Fail
Used
1 70.4-100 99.1 Pass
2 33.9-70.4 92.4 Pass
3 0-33.9 92.6 Pass
Base Plate and Anchor Bolts "101.4 Pass
Base Foundation 76.9 Pass
"Note: Stresses below 105% are sufficient
0401H124.A160100 (806579) {NY CUTCHOGUE 958280} (Rev. 01)
Crown Casfle International
100 Ft Monopole Tower Structural Evaluation
PSG Engineering Project Number: 0401H124-A160100
October 15, 2004
eel au No. 806579
APPENDIX A
Output from Computer Programs
0401H124-A160100 (806579) (NY CUTCHOGUE 958280) (Rev. 01)
1-
wooJ
i~
APPURTENANCES
.
.
,
. ,
T;
,
I~
,.
, -
Ii
"
II
111~il~1
I ill
TYPE
ELEV A TIQN
TYPE
ELEVATION
I
(4)ALP9212-NwIMOUf1tPip~
14)ALP9212-NwIMountPipe
(4)ALP9212-NwlMountPipe
PjROD 13'TopMounledPlat!orm
w/handrails(Monol'ole)
GenericC-2LightningSpu,__100
Flash Beacon Ughling 100
8100 93
!i~L~R~_~:~~~3~~~'?~~~ Pipe - - .'go---
'S'StandoffT-Arm(14'fac6width) 90
(4)~R65-19-02DP wIMo~n.!._~lp_e _ .,90
[~&a;;;~;~~;~~~I'~:~~nivv~~~~1- --1~6-- _
.02
'"'
'"'
_,~' St;'"nd,,-ffT-~r~L'4'fac<l_l'Ii~th)
'(4) DB845N65ZAXT wlMount Pipe
i PiROD 13' Low Pr~ru~-Pi;;-lform
(Monopole)
(4) DB845N65ZAXTwfMoullt Pipe 80
___ (4) DB845N65ZAXT wlMount Pipe _ '80
i(4) 7334-00 wlMount Pipe 70
____~_~1'~_~~ff_T~~-.':~_0~:_~ace width) 70
(4) 7334 00 w/Mount P'pe 70 =J
i5 Stan~,:!r~Arm('4 face width) 70
J~""W'MOO"O'''''--_ '" _
5Staodoff_T-Ar~(14face~~
"'
"'
'"
-1
'102
I
I '.
i ~ I "'1 ~nl~IDI,1
! " .
~ .
" ' . .
, : - 0
0 0 III
,
639ft
II!il
fill
~ , IIII
~ I ' " ~ 1.1, I11I
o -
" . 0 "
" il!i
:Jl,~ft__
GRADE
A572-65
Fy
MATERIAL STRENGTH
Fu GRADE
Fy
Fu
65ksi
,80ksi
--.----'------
TOWER DESIGN NOTES
1. Tower is located in Suffolk County, New York.
2. Tower designed for a 85 mph basic wind in accordance with the TIAlEIA-222-F Standard.
3. Tower is also designed for a 74 mph basic wind with 0.50 in ice.
4. Deflections are based upon a 50 mph wind.
5. TOWER RATING: 101.4%
. AXIAL
. 0 25K
, . " " . J
0 ." t
MOMENT
SHEAR' 1572kip-ft
20K i
I TORQUE 0 kip-ft
74 mph WINO - 0.5000 in ICE
AXIAL
I" 20 K MOMENT
'I
Illtl SHEAR' 1773kip-ft
2~ 23 K _.i'-J
0,0 ft.
" TORQUE 0 kip-ft
. ~ g , REACTIONS - 85 mph WIND
.
II . i I - ~ 1" g'
, ~ ~ ~ , ~
~ . 0 o "
\ ~ 0 ~ 0 ~
0
. z " "
PSG Ellgilleerillg, Ltd. 00 PSG Engineering Project Number: 0401H124-A1601
8206 Forest Gate Drive prOjeCC(8065illi~_'t'..f~i~!"iOGUE958280) ~_---- --
Sugar Land, Texas ~grown Castl~~~~!nalionaIDrawnbY:~~mal HuwelAPP'd ___ _____
Phone; 281.343,7099 Cod_e TIA/EIA-222-F _____J_Dale: 10/18/04 :Scale NTS
FAX: 281.343.7127 Path -IOW9-NO_ E-1
Job Page
- PSG Engineering Project Number: 0401H124-A160100 1 of 8
Project Date
PSG Engineering, Ltd. (806579) (NY CUTCHOGUE 958280) 10:11:5410/18/04
8206 Forest Gale Drive
Sugar Land. Texas Client Designed by
Phone: 181.343.7099 Crown Castle International Jamal Huwel
FAX: 281.343.7127
Tower Input Data
There is a pole section.
This tower is designed using the TlA/EIA-222-F standard.
The following design criteria apply:
Tower is located in Suffolk County, New York.
Basic wind speed of 85 rnph.
Nominal ice thickness orO.5000 in.
Ice density of 56 pef
A wind speed of74 mph is used in combination with ice.
Temperature drop of 50 of.
Deflections calculated using a wind speed of 50 rnph.
A nonMlincar (P-dclta) analysis was used.
Pressures are calculated at each section.
Stress ratio used in pole design is 1.333.
Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.
Tapered Pole Section Geometry
~--E[;:';;;ii;;;;~'~~~'s;;..ti;;;;-"-S;;Yi~;~-~~'~7;'J~';~be;~'-' Top -B~ttom
Length Length of Diameter Diameter
." .. ...... ".ft._J?__~_~~~~_~.~~j!.~ Side~ ~mm__m_~__jl!__~~____ In
L] 100.00-70.42 29.58 3.16 12 14.5000 21.2603
Wall Bend
Thicl-..?1ess Radius
in in
Pole Grade
0.1875 0.7500
A572-65
(65 ksi)
A572-65
(65 ksi)
A572-65
(65ksi)
A572-65
L2
70.42-63.94
9.64
0.00
12
20.1636
22.3221
0.2813 1.1252
L3
63.94-33.94
30.00
4.13
12
22.3221
29.0368
0.4500 l.lWOO
IA
33.94-0.00
38.06
12
27.2125
36.0000
0.4500 1.8000
Tapered Pole Properties
22,0103 12.7227 721.1238
L2 21.6066 18.0091 908.6860
23.1095 19.9642 1237.9230
1.3 23.]095 31.6927 1935.]997
30.061 ] 41.4223 4320.6687
1.4 29.]594 38.7789 3545.1472
37.2699 51.5119 8309.4667
---_.
~--------
7.5441 11.012X 65.4803 1461.1923 6.2617 5,1953 27.708
7.1179 10.4448 86.9992 1841.2442 8.8636 4.6500 16.53
7.8906 11.5628 107.0604 2508.3675 9.8258 5.2284 18.587
7.8302 11.5628 167.3636 392] .2392 15.5982 4.7763 10.614
10.2341 15.0411 287.2582 8754.8462 20.3868 6.5759 14.613
9.5810 14,0961 251.4989 7183.4293 19.0858 6.0869 13.527
~2,726~~1!2i~~~?Jlj_~~~37.2323 25.3526 8.4420 18.76
---,---"-"--"'~
Tower
E!cl'lItir!1l
Gusset
Area
(pcrfllce)
--~~~~-~-~~~--
Gusset GUs~'et Grade Adjust. Factor Adjust We(~ht Mull. Double Angle Double Angle
Thickness AI Factor Slilch Bolt Stitch Bolt
A, Spacing Spacing
Diagonals Horizon/als
ill
in
Job Page
- PSG Engineering Project Number: 0401H124-A160100 2 of 8
Project Date
PSG Engineering, Ltd. (806579) (NY CUTCHOGUE 958280) 10:11:5410/18104
8206 Forest Gate Drive
Sugar Land, Texas Client Designed by
Phone: 281.343.7099 Crown Castle International Jamal Huwel
FAX: 281.343.7127
Tower
Elevation
Gusset Gusset Grade Adjust. Factor
Thickness AI
Gusset
Area
(perIace)
jI
1.11
70A2
L2 70.42-63.94
U 63.94-33.94
.,-._-,~--'"--"~'-------~'--
Adjust. Weight Mult. Double Angle Double Angle
Factor Stitch Bolt Sli/ch Bolt
A, Spacing Spacing
Diagonals Horizontals
Monopole Base Plate Data
Base Plate Data
square
is grouted
bolt grade
Anchor bolt size
Number of bolts
Embedment length
Po
Grout space
Baseplate grade
Base plate thickness
Boltcirc1cdiamctcr
Outer diameter
Inner diameter
Base plate type
Bolts per stiffener
Stiffener thickness
A6l5-75
2.2500 in
8
126.0000 in
3 ksi
3.0000 in
A572~60
2.2500 in
44.0000 in
42.0000 in
26.0000 in
Stiffened Plate
1
1.0000 in
Feed Line/Linear Appurtenances - Entered As Round Or Flat
or Shield
Type
m-
,"lumber Per Row Spacing Diameter
Feed Line/Linear Appurtenances - Entered As Area
Number
or Shield
LDF5-50A (7/8 FOAM) A
Inside Pole
100.00 - 10.00
No
12
No Ice
1/2" Ice
0_00
0.00
0.33
0.33
Job Page
- PSG Engineering Project Number: 0401H124-A160100 3018
Project Date
PSG Engineering, Ltd. (806579) (NY CUTCHOGUE 958280) 10:11:5410/18/04
8206 Furest Gate Drive
Sugar Land, Texas Client Designed by
Phone: 28l.343.70YY Crown Castle International Jamal Huwel
FAX: 281.343.7127
0' Shield Type Number
......EL. 90' LEVEL ***
LDrS-SOA (7/8 FOAM) B No Inside Pole 90.00 - 10.00 24 No Ice 0.00 0.33
]/1" Ice 0.00 0.33
LDF4-50A (1/2 FOAM) B No Inside Pole 90.00 - ] 0.00 Nolcc 0.00 0.15
1/2" Ice 0.00 0.15
",uEL. 80' LEVEL **'"
LDrS-SOA (7/8 FOAM) C No Inside Pole 80.00 - 10.00 12 No Ice 0,00 0.33
1/2"lce 0.00 0.33
"'**[L. 70' LEVEL""''''
LDF5-50A (7/8 FOAM) C No Inside Pole 70.00 - 10.00 24 No Ice 0.00 0.33
1/2" lee 0.00 0.33
u.TOWER
ilARDWARE***
Climbing Ladder CAr) C No CaAa (Out Of 100.00 - 10.00 No Tee 0.04 1.00
Feed Line/Linear Appurtenances Section Areas
A 0.000
B 0.000 0,000 0.000 0.000 0.16
C 0.000 0.000 0.000 1.109 0.07
L2 70.42-63.94 A 0.000 0.000 0.000 0.000 0.03
B 0.000 0.000 0.000 0.000 0.05
C 0.000 0.000 0.000 0.243 0.08
L3 63.94-33.94 A 0.000 0.000 0.000 0.000 0.12
B 0.000 0.000 0.000 0.000 0.24
C 0.000 0.000 0.000 1.125 0.39
L4 33.94-0.00 A 0.000 0.000 0.000 0.000 0.09
B 0.000 0.000 0.000 0.000 0.19
0.898
Feed Line/Linear Appurtenances Section Areas - With Ice
._~_~______~~_ji....__[,~g
Ll [00.00-70.42 A
B
C
L2 70.42-63.94 A
B
C
L3 63.94-33.94 A
B
ke AR AF
Thickness In Face Ouf Face
i"______..Ji'-__~~~~~ji'~~~~~~L_~_~Ir__~___.~J,__~.~
0.500 0.000 0.000 0,000 0.000 O. [2
0.000 0.000 0.000 0.000 0.16
0.000 0.000 0.000 4067 0.08
0.500 0.000 0.000 0.000 0.000 0.03
0.000 0.000 0.000 0.000 0.05
0.000 0.000 0.000 0,892 0.08
0.500 0.000 0.000 0.000 0.000 0.12
0.000 0.000 0.000 0.000 0.24
See/iall
Elevation
"'
Job Page
- PSG Engineering Project Number: 0401H124-A160100 4018
Project Date
PSG Engineering, Ltd. (806579) (NY CUTCHOGUE 958280) 10:11:5410/18104
8206 Forest Gate Drive
Sligar Land. Texas Client Designed by
Phone: 28 U43. 7099 Crown Castle International Jamal Huwel
FAX: 28/.343.7/27
Section
Elevation
"'
Thickness
i,
In Face
OutFace
L4
33.94-0.00
A
B
0.500
0.000
0.000
0.000
0.000
0.000
0.000
o.oao
0.000
0.09
0.19
Feed Line Center of Pressure
lee
lee
L2
L3
70.42-63.94
63.94-33.94
-0.0477
-0.0479
0.0276
0.0276
-0.1591
-0.1619
0.0919
0.0935
Discrete Tower Loads
Fronl Side
Laleral
Veri
ft jr' jr' K
(4) ALP 9212~N w/Mount A From Leg 4.00 0.0000 102.00 No Ice 6.42 7.45 0.04
Pipe 0.00 1/2"Jcc 7.11 8.59 0.\0
0.00
(4) ALP 9212-N w/Mollnt B From Leg 4.00 0.0000 102.00 Nolce 6.42 7.45 0.04
Pipe 0.00 1/2" Ice 7.1] 8.59 0.]0
0.00
(4) ALP 9212-N w/Mount C From Leg 4.00 0.0000 102.00 NuIce 6.42 7.45 0.04
Pipe 0.00 1/2" lee 7.11 8,59 0,10
0.00
PiROD 13' Top Mounted C None 0.0000 102.00 No Ice 31.30 31.30 1.82
Plalfonn w/handrails 1/2" lee 40.20 40.20 2.45
(Monopole)
.
n>loEL. 90' LEVEL >Ion
(4) RR65-19-02DP w!l'vfount A From Leg 4.00 0.0000 90.00 No Ice 6.10 4.41 0.05
Pipe 0.00 1/2" Ice 6.67 5.62 0.09
0.00
8100 A From Leg 4.00 0.0000 93.00 No Ice 003 0.03 0.00
0.00 1/2" Ice 0.07 0.07 0.00
0,00
5' StandoffT-Arm (14' face A From Leg 2.67 0.0000 90.00 No Ice 6.90 6.90 0.20
width) 0.00 1/2" Ice 8.70 8.70 0.26
0.00
(4) RR65-19-02DP w!l'vfount B From Leg 4.00 0.0000 90.00 No Ice 6.10 4.41 0.05
Pipe 0.00 1/2" Ice 6.67 5.62 0.09
0.00
Job Page
- PSG Engineering Project Number: 0401H124-A160100 5 of 8
Project Date
PSG Engineering, Ltd. (806579) (NY CUTCHOGUE 958280) 10:11:5410/18/04
X206 Forest Gale Drive
Sugar Land. Texas Client Designed by
Phone: 281.343. 7099 Crown Castle International Jamal Huwel
FAX: 281.343.7127
Front Side
Lateral
Vert
ji Jt' ft' K
6.90 0.20
width) 0.00 1/2"lcc 8.70 8.70 0.26
0.00
(4) RR65-19-02DP w/Mount C From Leg 4.00 0.0000 90.00 No Ice 6.10 4.41 0.05
Pipe 0.00 1/2" lee 6.67 5.62 0.09
0.00
5' StandoffT-Arm (14' face C From Leg 2.67 0.0000 90.00 No Ice 6.90 6.90 0.20
width) 0.00 1/2"lcc 8.70 8.70 D.2fi
0.00
...... EL. 80' LEVEL" **
(4) DB845N65ZAXT A From Leg 4.00 0.0000 80.00 No Ice 6.31 6.1';3 0.04
w!Mount Pipe 0.00 1/2" Ice 6.97 7.80 0.10
0.00
(4) DB845N65ZAXT B From Leg 4.00 O.OQUO 80.00 No Ice 6.31 6.63 0,04
w/Mount Pipe 0,00 112" Ice 6.97 7.80 0.\0
0.00
(4) DB845N65ZAXT C From Leg 4,00 0.0000 80.00 No Ice 6.31 6.63 0.04
w/MountPipe 0.00 ]/2" Ice 6.97 7.80 0.]0
0.00
PiROD 13' Low Profile C None 0.0000 80.00 No Ice 15.70 15.70 1.30
Platform (Monopole) ]/2" lee 20.]0 20.10 1.76
.
"""'EL. 70' LEVEL*"''''
(4) 7334.00 w/MoLlnt Pipe A From Leg 4.00 0.0000 70.00 No Ice 6.29 4.42 0.05
0.00 1/2" lee 6.98 5.48 0.09
0.00
5' StandoffT-Arm (14' face A From Leg 2.67 0.0000 70.00 No ]ee 6.90 6.90 0.20
width) 0.00 1/2" Ice 8.70 8.70 0,26
0.00
(4) 7334,00 w/Mount Pipe B From Leg 4.00 0.0000 70.00 No lee 6.29 4.42 0.05
0.00 ]/2" Ice 6.98 5.48 0.09
0.00
5' StandoffT-Arm (14' face B From Leg 2.67 0.0000 70.00 No Ice 6.90 6.90 0.20
width) 0,00 ]/2" Ice 8.70 8.70 0.26
0.00
(4) 7334.00 w/Mount Pipe C From Leg 4.00 0.0000 70.00 No Ice 6.29 4.42 0.05
0.00 1/2" Ice 6.98 5.48 0.09
0.00
5' StandoffT-Arm (14' face C From Leg 2.67 0.0000 70.00 No Ice 6.90 6.90 0.20
width) 0.00 1/2" Ice 8.70 8.70 0.26
0.00
....TOWER
HARDWARE"'*'"
Generic C-2 Lightning Spur A None 0.0000 ]00.00 No Ice 4.00 4.00 0.00
1/2" Ice 7.00 7.00 0.00
Flash Beacon Lighting C None 0.0000 100.00 No lee 2.70 2.70 0.05
]/2" Ice 3.10 3.10 0.07
__.._________'~~~_~~_,~,___._,_'_"__m~~__m~_m_~________~,__",_~'",_M_,_.,_~",_,_~~m,_""M__'"'",_" ,-~.~~,-""~,---
Job Page
- PSG Engineering Project Number: 0401H124-A160100 6 of 8
Project Date
PSG Engineering, Ltd. (806579) (NY CUTCHOGUE 958280) 10:11:5410/18/04
1/206 Forest Gate Drive
Sugar Land, Texas Client Designed by
Phone: 281.343.7U99 Crown Castle International Jamal Huwel
FAX: 281.343.7/27
Load Combinations
2 Odeg-NoIce
] Dcad+Wind 30 dcg. No Ice
4 Dcad+Wind 60 dcg. No Ice
5 Dcad+Wind 90 deg - No Ice
(j Dcad+Wind 120 dcg - No Ice
7 Dcad+Wind 150 deg - No lee
R Dcad+Wind ] 80 dcg - No lee
9 Ocad+Wind210 dcg-No Ice
10 Dcad+Wind 240 deg - No Ice
] 1 Dcad-IWind 270 dcg - No Ice
12 Dcad+Wind 300 dcg - No Ice
1] Dcad+Wind 330 dcg - No lee
14 Dcad+lcc+ Temp
15 Dcad+Wind 0 dcg+Ice+Tcmp
16 DcadtWind 30dcg+lcc+Tcmp
17 Dcad+Wind 60 dcg+Tcc+ Temp
18 Dcad+Wind 90dcg+Icc+Tcmp
19 Dead j-Wind 120 deg+lce+Temp
20 Dcad+Wind 150 deg+lce+Temp
21 Dcad+Wind 180 deg+lce+Temp
22 Dead+Wind 210deg+lce+Temp
23 Dcad+Wind 240 deg+Ice+Tcmp
24 Dead+Wind 270 deg+Jce+Temp
25 Dead t-Wind 300 deg+JcdTemp
211 Dead-+Wind 330 dcg+Jcc+Tcmp
27 Dead+Wind 0 dcg - Service
28 Dcad+Wind 30 dcg . Service
29 Dead+Wind 60 deg - Service
30 Dead+Wind 90 deg - Service
31 Dead+Wind ]20 deg - Service
32 Dcad+Wind 150 dcg - Service
33 Dead+Wind ]80 deg - Service
34 DeadlWind 210 deg - Service
35 Dcad+Wind 240 dcg. Service
36 Dcad+Wind 270 dcg - Service
37 Dcad+Wind 300 dcg - Service
Maximum Tower Deflections - Service Wind
No
Deflectioll
Load
L2
L3
L4
73.5787.63.9351
63.9351 - 33.935]
38.01147.0
12.869
9.649
3.430
36
35
35
1.7083
1.4461
0.8426
0.0000
0.0000
0.0000
Critical Deflections and Radius of Curvature - Service Wind
"
Job Page
- PSG Engineering Project Number: 0401H124-A160100 7018
Project Date
PSG Engineering, Ltd. (806579) (NY CUTCHOGUE 958280) 10:11:5410/18/04
8206 Forest Gate Drive
Sugar Land. Texas Client Designed by
Phone: 281.343.7099 Crown Castle International Jamal Huwel
FAX: 28/.343.7/27
Load Curvature
J.I Comb. In fi
102.00 (4) ALP 9212-N w/Mount Pipe 36 24.460 2.3304 0.0001 7848
[On,OO Generic C-2 Lightning Spur 36 24.460 2.3304 0.000] 7848
93.00 8100 36 21.157 2.1741 0.000 I 5606
90,00 (4) RR65-19-02DP WIMOLlllt Pipe 36 19.768 2.]062 0.0001 3924
80.00 (4) DB845N65ZAXT w/Mount Pipe 36 15.382 1.8707 0.0000 196]
_--2Q:Q~."~_.*(4)2214.:Q~~~!.:!P2w__~w~_<>_2!Jiw~~wwww.",_~__=!:~~}w~?~ww_"wQ:~~QQ9,,~~__w127,~__
Maximum Tower Deflections - Design Wind
No, Deflection Load
___.__~_~~.~_Jt.,__.___._~_~_____if}__~_____~_C2q.'!!JL_,.
Ll 100 -70.4212 70.423 ] I
L2 73.5787 - 63.9351 37.087 ] I
L3 63.9351-33.9351 27.813 11
L4 38.0647 - 0 9.892 II
6.7121
4.9230
4.1686
2.4301
0.0005
0.0003
0.0003
0.000]
_~_._~~."_.~~_~_,w~_~_~~_",",",,'___,,~,w~__~.~~_.~.,'_m~,"_"___,,~~_~,,_~"'"'","".,,"'."','__W__
Critical Deflections and Radius of Curvature - Design Wind
Twi~'1
Load Curvature
. A__ Comb in __L_
- _.~.,._-~--_._~_..- ------.--._----,,-~~-~_.- -""'--~,-- -,,-,-,_..--~..
102.00 (4) ALP 92]2.N w/Mount Pipe II 70.423 6.7]2] 0.0005 2786
]00,00 Generic C~2 Lightning Spur II 70.423 6.7121 0.0005 2786
93.00 8100 II 60.926 6.2658 0.0004 1989
90.00 (4) RR65-]9-02DP w/Mollnt Pipe II 56.93[ 0.0714 0.0004 1392
80.00 (4) DB845N65ZAXT w/Mollnt Pipe II 44.317 5,3941 0.0004 693
Section Capacity Table
Section
No. ft Element K
Li""-100 - 70.4212---P~k-~'~2i~603;:]4,'5-;'-D.T87~-1---------::~j"]
L2 70.4212 - Pole TP22.322lx20.] 636xO.2813 2 -7.35
63.9351
63.935].
33.9351
33.9351.0
K Capacity Fail
,-~'''~'''---,~-~--~~-~
638.76 99.1 Pass
1037.88 92.4 Pass
L1
Pole
TP29 .0368x22.322] x0.45
-[ 1.64
2083.80 80.7 Pass
2677.96 92.6 Pass
Summary
Pole (Ll) 99.[ Pass
BaseP]ate [0].4 Acceptable
IA
Pole
TP36x27.2125x0.45
4
.19.61
.'
Job Page
- PSG Engineering Project Number: 0401H124-A160100 8 of 8
PSG Engineering, Ltd. Project Date
8206 Forest Gate Drive (806579) (NY CUTCHOGUE 958280) 10:11:5410/18/04
Sugar Land, Texas Client Designed by
Phone: 281,343.7099 Crown Castle International Jamal Huwel
FAX: 281.343.7127
Pro~rul11 Version 3.0.0.16 - 7/]0/2004 Fi1c:J:/Projccts/Stagc 2 - In-Hollsc!040111124-AI60100 (806579) (NY CUTClIOGUE
95K2H())1 Analysis!Modifications/S06579 (Modifications ).cri
"
Crown Castle International
100 Ft Monopole Tower Structural Evaluation
PSG Engineering Project Number: 0401H124-A160100
October 15. 2004
eel au No. 806579
APPENDIX B
Tower Structural Modification Drawings
0401H124-A160100 (806579) (NY CUTCHOGUE 958280) (Rev_ 01)
~ '..
0
~
f- uo
~
Z '" '" -
w ~ ~ "
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w
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~ 3< 0' 0'
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. ,
DRAWING INDEX REV
TOl TITLE SHEET 2
COl SITE PLAN 2
CO2 DETAILED SITE PLAN AND DETAILS 2
C03 ELEVATION VIEWS 2
C04 CONSTRUCTION DETAILS 2
COS CONSTRUCTION DETAILS 2
COO LANDSCAPE PLAN 2
E01 EXTERIOR GROUNDING PLAN 2
E02 UTILITY ROUTING PLAN 2
E03 ELECfTELCO ONE-LINE AND PANEL SCHEDULE 2
E04 ANTENNA SCHEMATIC AND RF SCHEDULE 2
EOS E9ll SCHEDULE AND BILL OF MATERIALS 2
EOG MISCELLANEOUS DETAILS 2
E07 GROUNDING DETAILS 2
i < ~g tn ~ .r:i j 9 9 Y
99 PINE SlREET t;fI
AUlAH'f,N'r12201
O~~i:E:{J~Jr) 4~~25~88
CUTCHOGUE
SITE NO. L1-1027
21855 COUNTY ROAD 48
CUTCHOGUE, NY 11935
150 036
6
5
OCUJF ~W'Y OR
USE IS UNI_AWi=ULtNlERW~~~~~RTJFICATE
AT & TlJ' ~'i~~'''-!FICATE APPROVED AS NOTED
- ..' - - I\I'~CY DATE:. B.P.' 3)oq3~
FEE: ;>>-0. BY: ?~
NOTIFY BUILDING DEPARTMEr\T" T
765-1802 8 AM TO 4 PM FOr. T,,~
FOllOWING INSPECTIONS:
1. FOUNDATION - nvo REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
NAME
AlE PAUL PENMAN
SAC JOY MOONEY
'.. LANDLORD XXX
CON GIL VERONESI
RF GEORGE lAKY!
~
.
..
r
AT&T WIRELESS SERVICES
SITE NUMBER: L1-1027
AWS 10: NYCENY1027
SITE NAME: CUTCHOGUE
DIRECTIONS
LONG ISLAND EXPRESSWAY EAST UNTIL IT TURNS INTO ROUTE 25. STAY ON ROUTE 25 INTO LAUREL FOLLOW SIGNS
TO HEAD NORTH TO TRUCK ROUTE 25 ON ALDRICH LANE. AT THE END OF ALDRICH., MAKE A RIGHT ONTO TRUCK
ROUTE 25/ROUTE 48/S0UND AVENUE EAST. CONTINUE EAST FOR 5.5 MILES. THE MONOPOLE IS ON YOUR LEFT. YOU
HAVE TO MAKE A U-TURN AT THE NEXT BLOCK TO TURN AROUND INTO BUILDING,
VICINITY MAP
,
'\0
.
v-,
"+.
V'
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~
~#'
',.,
;~.-
, /i
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. .',
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1 1-08-06
o 0-14-04
B 0-11-04
A i-28-04
..."
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AT&T
4
3
D
c
SCOPE OF WORK:
REQUI~~i3IiN]::I~Af~EW
YORK tfJt1'I::-N01' RESPONSIBLE FO
A LE U6lTtQUrrEAR4JlRS THE INSTALLATION
OF OUTDOOR EQUIPMENT CABINETS AND (12) PANEL ANTENNAS MOUNTED
ON AN EXISTING MONOPOLE TOYlER.
21855 COUNTY ROAD 48
CUTCHOGUE, NY 11935
SITE ADDRESS:
TOYlER OWNER:
EAST END WIRELESS INC.
99 YlEST MAIN STREET
EAST ISLlP, NY 11730
jJl. CONSTRUCTION SHALL
MEI!IrTl-iE F'~aUIREMENTS OF THE
'dODE$ OF NEW YORK STATE.
CERTIFICATION OF
NAILING & CONNECTIONS
REQUIRED.
APPLICANT:
AT&T WIRELESS SERVICES
15 EAST MIDlAND AVENUE
PARAMUS, NJ 07652
BLOCK: 1, SECTION' 096
41' 01' 46.6~
72" 29' 50.3~
TAX 10 NUMBER
LA TITUDE (NAD 83):
LONGITUDE (NAD 83):
.'~
.....
70' AMSL
TOWN OF SOUTH OLD
ELEVATION:
JURISDICTION:
B
CURRENT USE:
PURPOSED USE:
CURRENT ZONING:
ELECTRIC COMPANY:
TELEPHONE COMPANY:
XXX X
TELECOMMUNICATIONS FACILITY RETAIN STORM WATER RUNOFF
LI LIGHT INDUSTRIAL PURSUANT TO SECTION 45-1 OC
LlPA OF THE TOWN CODE.
VERIZON
SITE QUALIFICATION PARTICIPANTS
COMPANY
NUMBER
INFINIGY ENGINEERING
(518) 434-2288
HIGHLANDER CONSULTANTS, INC.
(631) 581-8105
xxxx
XXXX
(412) 680-0922/-
(201) 289-0.463
BECHTEL
BECHTEL
RE-lSSUED FOR COHSI'1IJCI1ON
"""" RlR CONSlIIUCllON
"""" RlR CONSlIIUCllON
UlV""'''-'15 RtYlSIOHS
ISSUED FOR RlVIEW/CClMMENT
.........
DESIGNED:
.... CJW.....
PHR CJW PWP
.... CJW.....
.... CJW.....
PHR CJW .....
BY CHK
DRAWN,
SITE
NYCENY1027
DRAWING NUlIElER
TOl
REV
2
11.1.", ,-
...
TITLE SHEET
JOe
24897
2
~'l:?}'4~
~ -,B8 \5
~ ,,;.0.';""
1:120'
:*:118'
:*:51'
APPROXIMATE LOCATION OF ~\
EXISTING PROPERTY LINE (TYP.) ~\ ::
,A~
"~
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~STING
PAR7
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"'.
EXISTING
BUILDING
LOT 20.1
CHRISTOPHER MOHR
22155 COUNTY ROAD 48
GENERAL NOTES:
1. SITE PLAN INFORMATION WAS WAS BASED ON VARIOUS SOURCES
OF INFORMATION INCLUDING FIELD NOTES & MEASUREMENTS
PERFORMED BY INFINIGY ENGINEERING, PLLC OF NY.
2. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY
CONSISTING OF PANEL ANTENNAS MOUNTED TO AN EXISTING MONOPOLE,
PLACEMENT OF SMALL, WEATHERTIGHT RADIO EQUIPMENT CABINETS
WITHIN THE SUBJECT LEASEHOLD, AND ASSOCIATED APPURTENANCES.
o
3. THE PROPOSED AT&T WIRELESS SERVICES FACILITY WILL BE UNMANNED AND
DOES NOT REQUIRE WATER OR SEWER SERVICE.
4. THE PROPOSED AT&T WIRELESS SERVICE FACILITY IS UNMANNED, AND IS NOT
INTENDED FOR HUMAN HABITATION AND THUS DOES NOT REQUIRE HANDICAP
ACCESS.
5. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION
BY AT&T WIRELESS TECHNICIANS APPROXIMATELY (2) TIMES PER
MONTH.
6. NO STROBIC LIGHTING IS INCLUDED IN THIS PROPOSAL.
7. NO NOISE. SMOKE, DUST OR ODOR WILL RESULT FROM
THIS PROPOSAl.
8. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED.
9. EXTERIOR SIGNS ARE NOT PROPOSED.
10. NO NEW ACCESS ROAD WILL BE REQUIRED UNDER THIS APPLICATION. C
11. TOTAL AREA OF DISTURBANCE UNDER THIS PROPOSAL: 250 SF:!:
THE INCREASE IN STORM WATER RUNOFF DUE TO THE INCREASE IN
IMPERVIOUS AREA IS INSIGNIFICANT. EXISTING DRAINAGE PATTERNS WILL
NOT BE ALTERED. THEREFORE, DRAINAGE STRUCTURES ARE NOT PROPOSED.
ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE
SPECIFICATIONS, STANDARDS, AND REQUIREMENTS OF THE GOVERNMENTAL
OR UTILITY AUTHORITIES HAVING JURISDICTION.
ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER
UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED
AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF
THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS.
EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN
EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.
CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING
CREW. THIS WILL INCLUDE BUT NOT LIMITED TO A) FALL PROTECTION
B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION
15. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND
STIPULATED IN THE PROJECT SPECIFICATIONS.
16. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER
REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
LOT 18.3
JENNIE HARRIS
COUNTY ROAD 48
P
I'
\(
I 12.
I
I 13.
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~STING
PAR7
I
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L. '30oW -
. ...... '. ...... , l' 51 ~
... __~69\r
COUNT'( ROAD 48
SITE PLAN
SCALE:
~ 0 ~ w
~
SYMBOLS AND MA TERIALS
~
~
DETAIL REFERENCE
SECTIONS AND DETAILS
I. _..~ :.. .1 CONCRETE
~ EARTH
~ GRAVEL/STONE
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99PINESTREET cfI
ALBANY. NY 12201
OFFlCE: (518) 4J4-2288
FAX: (518) 4J4-2059
150 036
6
SITE LEGEND
PROPERTY LINE
)(
)( FENCE LINE
1:
- E ~ ELECTRIC SERVICE
- T - TELEPHONE SERVICE
------I}Q]---- PROPOSED CONTOUR
-50~ EXISTING CONTOUR
CUTCHOGUE
SITE NO. L1-1027
21655 COUNTY ROAD 48
CUTCHOGUE, NY 11935
AT&T
5
4
NOTE: BASEMAPPING INFORMATION
OBTAINED FROM DRAWINGS PROVIDED
BY HIGHLANDER, INC., AND A SITE
VISIT PERFORMED BY INFINIGY
ENGINEERING.
2 2-17-05
1 1-0&-05
o 0-14-04
B 0-11-04
A 9 2$1-04
DATE
~
RE-lSSUEO FtlR CONSTRUCT1ON
ISSUED ... CONS11IlJCIIOll
ISSUED'" CONS11IlJCIIOll
"""""""'.........
ISSUED FtlR REVlEW/CClNNENT
RE\1Sl0NS
OESIGNID:
3
B
17. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW
AWAY FROM THE RADIO EQUIPMENT AND TOWER AREAS.
18. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER
UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK,
SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE
DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE
EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF
ENGINEERING.
20. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND
NOT COVERED BY THE PROPOSED IMPROVEMENTS SHALL BE RESTORED
AS REQUIRED.
21. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION,
SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR
EROSION AND SEDIMENT CONTROL.
22. ALL SITE WORK SHALL BE COORDINATED WITH THE PROPERTY OWNER
AS REQUIRED.
A
23. CONTRACTOR SHALL CONTACT DIG ALERT: 800~962-7962 TO
LOCATE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
.... CJW .....
.... CJW .....
.... CJW .....
.... CJW .....
.... CJW .....
BY CHK P'
DRAWN,
SITE PLAN
JOe
24897
Sr1E
NYCENY1027
DRAWING NUWBER
CO,
REV
2
KLl1, ,.
2
---
--
." --
..;::.----
--
----
--
EXISTING CSC ...-1
CABINET...::::..../ i
PIIOPOSED .'
PERSONNEl G4/E
EXISTING GATE TO
BE REMOVED
FUTURE UMTS
Lh.
'W/
FUTURE ~CPA'
EXISTING EQUIPMENT
AND CONCRETE PAD
LOCATION OF ffi
CABLE ICE BRIDGE ~
1900MHz BTS
850WHz BTS
EXISTING
SHELTER
FUTURE GROWTH 8T5
EXISTING GATE
LOCATION OF AT&T EQUIPIolENT ON
10'-O.x18'-6.xa" DEEP CONCRITE PAD
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99 PINE STREET eel
ALBANY,NY12207
OfFlCE:{Sl!l)4342268
FAX:(S18)4.342059
150-036
6
&
DETAILED SITE PLAN
SCALE:
5' 0 5' 10'
~
CUTCHOGUE
SITE NO. L1-1027
21855 COUNTY ROAD 48
CUTCHOGUE, NY 11935
5
100'
EXISTING
SHELTER
EXISTING GENERATOR
~ EXISTING FENCE
AT&T
2 2-17-05
1 1-06-05
o 0-14-04
B 0-11-CK
A 9-29-04
o "'TE
"'^'"
AT&T WIRELESS SERVICES
15 EAST MIDLAND AVENUE
PARAMUS, NJ 07652
4
o
SUPPORT POST + BRACKET FOR
CHANNEL (PI ROD INC OR EQUAL)
CUT POST LENGTH TO SUIT BY
REMOVING UNCAPPED END (PI ROD
PART NO. 852168 OR 852163)
EXTENDED T HANGER
BRACKET (PIROD INC OR
EQUAl) MAXIMUM CABLE
SPAN - 3'-0- (TYP)
(PI ROO PART NO. 602262)
RE-ISSUED FOR CONSTRUCTION
,....,,""'CONSlIl\lCllON
"""''''''CONSlIl\lCllON
~..........
ISSUED FOR REYD/C<MENT
""""'NO
DESIGNED:
3
t
"'
~
9" WIDE ICE BRIDGE
CHANNEL (PIROD INC. OR
EQUAl) CUT ICE BRIDGE
CHANNEL LENGTH TO SUIT
(SEE NOTE) (PI ROD PART
NO. 852168 OR 852163)
ANTENNA CABLES
ARRANGEMENT
BY CONTRACTOR.
"
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~
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or
u
~
fOR CABLE HANGER
SEE TABLE BELOW
c
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b.1 s:
I'"
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INSTALl. DRIP LOOP ON ANTENNA
CABlES AT BOTTOM OF
TOWER/MONOPOLE. BENDING
RADIUS PER MANUFACTURER'S
STANDARDS
CONCRETE PIER
ANDREW
NOMINAL
CABLE SIZE
CABLE CABLE HANGER MANUF. MIN.
PART PART NUMBER BEND RADIUS
NUMBER
LDF5-50A 206706-2 10"
LDF6-50 206706-3 15"
LDF7-50A 206706-4 20"
7/8"
1 1/4~
1 5/8"
B
CABLE ICE BRIDGE DETAIL
SCALE: NTS
o
A
DETAILED SITE PLAN
AND DETAILS
SrrE
NYCENY1027
DRAWING NUt.lBER REV
Co2 2
IU.", ,.
or
DRAWN,
JOB
24897
2
~r.
:> 0
~
(1) BECHTEL PH AMlO001 (FOR
10.-30. POLE DIA) OR AM 1 0002
(FOR JO. -60. POLE 0"')
MONOPOLE TRI-MOUNT
w/3 2.3B")(72. MAS1S
EXISTING MONOPOLE
PROPOSED AT4tT ANT<NNAS
(TYp 4 POI SECTOR)
!IOOEl/ ALLGON 77W.00
AND 7391.00
~~.t(U
1 r"
<0.
(3) BECHTEL PH "570006
MONOPOLE 36" STANDOFF
ASSEMBLY
=
PROPOSED ANTENNAS AND ANTENNA
MOUNTS SHAlL CONFORM TO NYS
BUILDING CODE FOR 110 t.4PH WIND
lOADS.
ANTENNA LAYOUT
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99PINESTREtT cd
ALBANY,NY12207
omCL (518) -4J4-2288
FAX,(518) 434-2059
150 036
6
EXISTING ANTENNAS
@ :1::100' AGL
EXISTING ANTENNAS
@ 1;90' AGL
EXISTING ANTENNAS
@ :t8C' AGL
(oi-) ANTENNAS PER SECTOR
SEE SHEET E04 FOR AODmONAL
INFORMATION
EXISTING 100'
.0NOPOl'\
~ lOCATION OF GPS ANTENNA
,.n~ MOUNTED TO CABLE ICE
~ BRIDGE SUPPORT POST
PROPOSEO CABLE
ICE BRIDGE
PROPOSED EQUIPMENT
CAIllNEIS
PROPOSED awNUNK FENC'~_ ..1J
';;;JEmm1~ADE;- LEVEL = 70.0' (AMSL)
GRADE LEVEL = o' (AGL)
CUTCHOGUE
SITE NO. LI.1027
21855 COUNTY ROAD 48
Cl1TCHOGUE, NY 11935
5
EAST ELEVATION
NOT TO SCALE
NOTE: Refer to structural analysis prepared by Crown and lowef upgrade design prepared by
aerosolutiOns,lIc- Ref.#806579. A summary of the modifications is listed below for
Informational purposes only. Refertoacwaldesignbyaerosolutions,lcpriorto
construction. Innnlgy EnglnlMfing accepts no liability for the structural capaclty of the
tower nor the proposed upgrade.
Tower Modifications
1) Reinforce pole from elevation 62 ft to 0 ft using AeroForce Structural Upgrade Elements.
2) Add type 1 or 2 brackets to the flange ring.
3) Add (2) stiffeners per reinforcing plate / laminate to transfer load to base plate. The
stiffeners must be 1.25" x 5.5" x 1'-3" with yield strength of 65 ksi.
4) Reinforce base plate with the addition of (4) 1S0 ksi epoxy anchor (Dywidag or Equivalent)
1. 7S. dia (nom) x g. -g" long.
S) Drill anchor bolt hole to a diameter and depth of 2.2S" x 8.-0..
6) Paint reinforcement areas to match existing galvanizing or paint.
o
AT&T
4
EXISTING ANTENNAS
@ f:l00' AGL
(4-) ANTENNAS PER SECTOR
SEE SHEET E04 FOR ADDITIONAL
INFORMATION
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EXISTING
EXISTING CHAlNLlNK
FENCE
NOTE: REFER TO STRUCTURAl ANALYSIS
PREPARED BY CROWN FOR
ADDITIONAL INFORMATION.
2 2-17-06
1 1-??-oo
o G-14-()4
B G-11-04
A 8-21-04
o ""TE
""'"
AE-tSSUED FOR CONSTRUCTION
ISSUED "" CONSIRUCIION
ISSUED "" CONSIRUCIION
--
ISSUED FOR RE\1EW/CCMENT
RE'IISlONS
DESlGNm:
3
EXISTING 100'
.ONOPOLE~
SOUTH ELEVATION
NOT TO SCALE
.... CJW PIP
PHR CJW PIP
PHR CJW PIP
PHR CJW PIP
PHR CJW PUP
'" CHK
DRAWN,
2
D
A
ELEVATION VIEWS
JOB DRAWING NUMBER REV
24897 C03 2
iLlt, ,.
UFTlNG BLOCKS IN (4) CORNERS
ACCEPT 3.4- LIFTING EYEBOLTS
NOTE,
COMPACT SOIL TO MIN 95%
MODIFIED MAX DENSITY PER
ASTM 01557 METHOD D
8- THICK CONCRETE
EQUIPMENT PAD
POWER
TRANSFER
SWITCH
2- CONDUIT
FOR TELCO
AND POWER
GROUND CLAMP
(SEE NOTE 4)
VAlMONT MICROFLECT
UNIVERSAL PIPE ADAPTER
KIT PART NO. B1534
EXISTING ICE BRIDGE POST
OR SIMILAR POST. IF NEW POST
IS REQUIRED, SEE DETAIL 2/C02
FOR POST AND FOUNDATION
CABLE DIAMETER VS. LENGTH
SFX540PE (1/2-INCH) UP TO 70'
FXL1070PE (7/S-INCH) UP TO '20'
FXL1480PE (1 , /4-INCH) UP TO 170'
CR'S73PE (1 5/S-INCH) UP TO 200'
NOTE: FOR LARGER DIA CABLE, USE 6'
JUMPERS AT 1/2- DIA.
4"
SSC CABINET
2'-6 5/16"
I 1900MHz BTS I 850M Hz BTS
HEAT
EXCH.'.NGER
o MODULE
=
D
D
.
o
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b
..1
II
=
=
1- CHAMFER
~~
.
N
.,
..
9', 9' _",
[,.012:' 0:. '~~A~:C:~A~:R::UIRED TO REMO~
CENTER OF SlAB VEGETATION AND TOPSOIL, AND PLACE
3/4- CONDUIT MIN 4- CRUSHED STONE
FOR GROUNDING
ELEVATION VIEW
EQUIPMENT PAD DETAIL
SCAlE: NTS
GPS/BCCH
ANTENNA
2 COAX CABLES
(GPS " BCCH)
USE,
1. ANDREW CONNECTOR
(PART NO. L4PNM-RC)
2. ANCHOR MARINE HEATSHRINK
(PART NO. 327106)
2" NOMINAL DIAMETER (2.375'
ACT. 0.0.) X 2'-0" MAX.
SCHEDULE 40 RIGID GAlVANIZED
STEEL PIPE
=
1. LOCATION OF ANTENNA MUST HAVE ClEAR VIEW OF SOUTHERN SKY
AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE
SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA
2. ALL GPS ANTENNA LOCATIONS M.U.SI....aE ABLE TO RECEIVE CLEAR
SIGNALS FROM A MINIMUM OF FOUR (4) SATEWTES. VERIFY WITH
HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA.
3. THE WElGHT"Of THE ANTENNA MOUNT IS 6.5 LBS.
4. IF ICE. BRIDGE OR SIMIlAR POST tS NOT GROUNDED, GROUND WITH #2
AWG TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO POST
, AND CONNECTED TO GROUND RING.
SUPPORT FOR LMU/GPS SENSORS
SCALE: NTS
o
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99f'INESTREET cd
~.NY12207
Of"/~:E:&~r) 4j~~2l~r
150-036
6
CUTCHOGUE
SITE NO. L1-1027
21855 COUNTY ROAD 48
CUTCHOGUE, NY 11935
5
2-7/S'
,
..
o
o
o 0
SSC
CABINET
1900MHz
BTS
85Qt.AHz
BTS
o 0
o
o
SSC CABINET SET BY
GENERAL CONTRACTOR PER
MANUFACTURER'S RECOMMENDATIONS
NOKIA BTS CABINETS SET BY
NOKIA PER MANUFACTURER'S
RECOMMENDATIONS
18'-6-
PLAN VIEW
o
n
n
,
"l
;;;
F".0"
~
I I
.
m
..
~ wooo... - 7391.00
.NfiENNA WEIGHT 18.71bs
.
'"
..;
ANTEtfiA. WOOEL - n40.oo
.ANTEtfiA. WEIGHT 24.4IlI
ANTENNA DETAIL MODEL #:
ALLGON 7740,00 & 7391,00
SCALE: NTS
2217-ol5
, .-<>0-00
o 0-14-04
B 0-11-04
A 8-21-04
""'"
SCAl.E'
AT&T
4
:"
;;,
I
'"
\,
..;
'"
RE-tSSlEO FOR CONSTRUCTlON
"""''''''CONSlIl\JClION
"""''''''CONSlIl\JClION
~-
ISSUED FOR RE'f1EW/COIrAIEHT
""'SONS
DESIGNED:
3
CONCRETE AND REINFORCING STEEL NOTES:
1. All CONCRETE WORK StW..L BE IN ACCORDANCE WITH THE ACI 301,
ACI 318 AND THE SPECIFICATION CAST-IN-PLACE CONCRETE. D
2. All CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE..
* ALL CONCRETE EXPOSED TO FREEZING WEATHER SHALL CONTAIN ENTRAINED
AIR PER ACI 211 AND TABLE 4.2.1 Of ACI 318-95.
3. REINFORCING STEEL SHAlL CONFORM TO ASTM A 615, GRADE 60, DEFORMED
UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM
A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES
SHALL BE ClASS "8- AND ALL HOOKS SHALL BE ACI STANDARD, UNO.
4. THE FOLLOWING MINIMUM CONCRETE COVER SHAlL BE PROVIDED FOR
REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH........3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER ..........................2 IN.
#5 AND SMALLER" wwr........l 1/2 IN.
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST
AGAINST THE GROUND:
SLAB AND WALL ........................3/4 IN.
BEAMS AND COLUMNS.............., 1/2 IN,
5. A 3/4- CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,
UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. C
6. INSTALlATION OF CONCRETE EXPANS10N/WEDGE ANCHOR, SHAlL BE PER
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL
OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT
DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR
ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE.
SITE WORK GENERAL NOTES:
1. THE SUBCONTRACTOR SHAlL CONTACT UTIUTY LOCATING SERVICES PRIOR TO
THE START OF CONSTRUCTION.
2. ALL SITE WORK SHALl.. BE COMPLETED AS INDICATED ON THE DRAWINGS
AND PROJECT SPECIFICATIONS.
3. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, SllCKS, STONES AND OTHER
REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY
FROM THE BTS EQUIPMENT AND TOWER ARrAS.
5. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN
GROUND. FROZEN MATERIALS, SNOW, OR ICE SHALL NOT BE PlACED IN
ANY FILL OR EMBANKMENT.
6. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
7. THE ARrAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND
NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED
TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION.
8. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
CONSTRUCTION. EROSION CONTROL MrASURES, IF REQUIRED DURING
CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES
FOR EROSION AND SEDIMENT CONTROL
9. SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS AND THOSE LOCAL AUTHORITIES HAVING
JURISDICTION.
10. PORTAL DESIGN TO BE DONE BY CROWN. LOCATIONS OF PORTS TO BE
VERIFIED BY OTHERS.
B
PHR CJW """
PHR CJW """
PHR CJW """
PHR CJW """
PHR CJrt PMP
'" CHI<
DRAWN,
A
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J ./
- /, c'..': ,'/CONSTRUCTION
....J ',,; DETAILS
JOB SITE
24897 NYCENY1027
DRAWING NUMBER
CO<
REV
2
KLll, ,-
2
EQUIPMENT II
fO~~~~~~ ......... ..1
i e ~g to ~ e~i oi 9 9 Y
99 PINE STREET cd
AL.BANY,NY12207
OmCE, (518) 434-2288
fAX: (518) 434-2059
150 036
6
~mco CABLE
OUTUNE OF REAR OF
,_ _ _ _ --"~ ~I ~O~ ~ _ _ _IISS~ ~.'I'E_T -,- _ L ~ CABINET
I 1::::::::111 1::::::::1 II ,,~) .~CC"" \ lIIJ I
I ........ ........ \, I.,::", "'"
II 1'-- " '.' \----t
I II I" " I
I II II Z" J. I
I II II ~ I
I II II "'--i-AL\R" CABLE
I II II GROUND CABLE I
I II II I
I II II I
I II II I
I II II I
I II II
I II II I
I II II I
I II II I
I II II I
I II II I
I II II I
I II
REAR OF NOKIA & SSC CABINET DETAIL
SCALE: NTS
o
CUTCHOGUE
SITE NO. L1-1027
21855 COUNTY ROAD 48
CUTCHOGUE, NY 11935
5
bz
,-
;.,"
10
4"x4" PRESSURE TREATED WOOD SUPPORT POST
,
"
. .
~
CONe
PIER
SUPPORT POST FOR METER DISCONNECT
SCALE: NTS
2 2-17-05
1 l-01-(Hl
o 0-14-04
B 0 11-04
A 8-29-<14
o ""'"
""'"
AT&T
4
RE-ISSUEO FOR COHSTRUCnON
ISSUED FOR CONSIRJCIIOfl
ISSUED FOR CONSIRJCIIOfl
llISCEUN<WJS REYISlONS
ISSUED FOR REVIEW/COIINEN1'
RE'I1S10NS
DESIGNED:
J
PHR CJW PUP
PHR CJW PIlI"
.... CJW ....
.... CJW ....
.... CJW ....
BY CHK
DRAWN,
2
JOB
24897
2
CONSTRUCTION
DETAILS
SITE
NYCENY1027
DRAWING NUIllBER
cas
D
c
B
A
REV
2
KLI1, ,-
~
SET TREE PLUWB
PRIOR TO STAKING
.6DO EXCAVATED SOIL
AS NEEDED TO BRING
TREE TO FINISHED GRADE:
TAMP TO PREVENT SETTUNG
RUBBER HOSE
(2 PLY GREEN)
liUY WIRE
(DOUBt.[ STRAND, 2 PlY WIRE
3. APPROVED MUlCH
I. REBAR STAKE
36. LENGTH
OR"" BElOW GRADE
SCAAlFY BASE
OF PlAIIT PIT
~oJ'.\'~TO OF...STAKE
ROOTBALl BY 24
~, 12(1' TYP.
ROOTBAll
. GllY WIRE
RUBBER HOSE
PLAN
CUPIVAlED SOIL-
24 DIAMETER LARGER
THAN ROOT BALL
OR CONTAINER
SECTION
TREE STAKING AND GUYING
NOT TO SCALE
GENERAL PlANTING NOTES
1. STANDARDS SET FORTH IN "AMERlCAN STANDARD FOR NURSERY STOCK", LATEST EDmON, REPRESENT GUIDEUNE
SPEClflCATIONS ONLY AND SHAll CONSllTUTE MINIMUM QUAUTY REQUIREMENTS FOR PlANT MATERIAL
2. ALL PlANTS ARE SUBJECT TO TliE APPROVAL OF TliE ENGINEER'S REPRESENTATlVE BEFORE,
DURlNG, AND AFTER INSTALlATION.
3. PRIOR TO CONSTRUCTION, TliE CONTRACTOR SHAll BE RESPONSIBUE FOR LOCATING ALL
UNDERGROUND UTIUTIES AND SHALL AVOID DAMAGE TO ALL UTIUTIES DURING COURSE OF TliE WORK.
TliE CONTRACTOR IS RESPONSIBUE FOR REPAJRING ALL DAMAGE TO UTIUTIES,
STRUCTURES, SITE APPURIDlANCES, ETC. WHICH OCCURS AS A RESULT OF THE lANDSCAPE CONSTRUCTION.
.. ALL PlANTS MUST BE HEAL1IiY, VIGOROUS MATERIAL FREE OF PESTS AND DiSEASE.
5. ALL PlANTS MUST BE CONTAJNER-GROWN OR BALLED AND BURlAPPED AS SPEClflED.
6. ALL TREES MUST BE STRAIGHT TRUNKED, fULL HEADED AND MEET ALL REQUIREMENTS SPEClflED.
7. ALL TREES MUST BE GUYED OR STAKED AS SHOWN.
B. ALL PlANTS AND PlANTING AREAS MUST BE COMPlETELY MULCHED AS SPEClflED.
9. TliE ENGINEER'S REPRESENTATlVE WILL APPROVE TliE STAKED LOCATION OF ALL PlANT
MATERIAL PRIOR TO INSTALlATION.
1 D. THE CONTRACTOR IS RESPONSIBUE FOR VERIFYNG ALL QUANTITIES SHOWN ON TliESE PlANS
BEFORE PRICING THE WORK.
11. THE CONTRACTOR IS RESPON:>BUE FOR fULLY MAlNTAJNING ALL PlANTING (INCLUDING, BUT
NOT UMITED TO: WATERING, SPRAYlNG, MULCHING, FERTIUZATION, ETC.) OF PlANTING AREAS
UNTIL THE WORK IS ACCEPTED IN TOTAL BY TliE ENGINEER'S REPRESENTATIVE.
12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN UEAF SHAll BE ACCUMATED FOR TWO (2) WEEJ<S
UNDER A MIST SYSTEM POl0R TO INSTALlATION.
13. ANY PlANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE
WORK) SHAll BE PROMPTLY REMOVED FROM TliE SITE AND REPLAcED WITH MATERIAL OF THE SAME SPECIES,
QUANTITY, SIZE AND MEETING ALL SPECI~CATIONS.
14. THE CONTRACTOR SHAll COMPUETEL Y GUAJRANTEE ALL PlANT MATERIAL FOR A PERIOD OF ONE
(1) YlEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHAll PRCMPTLY
MAKE ALL REPlACEMENTS BEFORE OR AT TliE END OF THE GUARANTEE PERIOD.
i . r;g tn ~ .r:i } 9 g Y
99 PINE STREET cJ
AlBANY NY 12207
O~~~'(J~Jf) .~~2~~aa
CUTCHOGUE
SITE NO. L1-1027
21855 COUNTY ROAD 48
CUTCHOGUE, NY 1 1935
1 50 036
6
5
PROPOSED 13.5'x23'
AT&T LEASE AREA~_ _ _ _ _
EXISTING GATE TO _
BE REMOVED
a
'"
~
'"
~
~
:l
Ii!
245 Sf. APPROVED MULCH
(3" SETIlID DEPTH)
CEDAR (11'P)
PROPOSED 6' LANDSCAPE
BUFFER
EXISTING EQUIPMENT
AND CONCRETE PAD
.. /. EXISTING 100'
/. MONOPOLE
I
I
I
I
I.
I
EXISTING
SHELTER
~ EXISTING GATE
3'-0- (TYP)
LOCATION Of ATa:T EQUIPMENT ON
10'-O.x18'-6.xS- DEEP CONCRETE PAD
SCALE:
LANSCAPING PLAN
TOTAl ARF'A OF I ANDSC'.APFO SJTF. 2"5 SF
'~o
PLANT MATERIALS LIST
QUANTI1Y COUWON NAME
SIZE
REMARKS
6 CEOAR
6' MIN. HEIGHT
o EQUALLY SPACED
AlL PlANTING AREAS WILL BE TILLED AND PREPARED FOR
PlANTlNG BY THE ADOI11ON OF APPROPRIATE SOIL AtotENmES
AND TOPPED WITH MIN. J. APPRO'Y[() MULCH.
J J- 24-05
2 2-17-te
1 1-Ge-te
o 0-14-04
B 0-11-04
A e-29-04
DATE
5CN..[,
RE-ISSlJED FOR 00NS1tNCTI0H
1lE:-cssum FOR COHSTRUCfION
......,""-
......,""-
1lOSCI11N€OUS..........
ISSUED FOR REVlEW/OClUWENf
REVIS"'""
DESIGNED:
AT&T
.
3
PHIl CJW .lSS
PHIl CJW ....
PHIl CJW ....
PHR CJW PW'
PHR CJW ....
PHIl CJW ....
BY CHC
DIWttN:
o
EXISTING
SHELTER
c
~EXlSTlNGFENCE
EXISTING GENERATOR
B
A
LANDSCAPE PLAN
JOll
24897
DRAWING NUMBER REV
COO 3
KLIl, ,-
2
EXISTING ICE BRIDGE (TYP.)
SSCCA6INET
"~ BONO GROUND BAR TO
EXISTING GROUND RING
.,1/ EXISTING ~ONOPOLE
MGB {INSIDE SSC)
BOND SSC MGB
TO OUTSIDE MGB
LOCATION OF MASTER AND BOTTOM~
GROUND BARS. BOND ALL COAX
CABLES WITH COAX GROUND KrTS E01
1900MHz
BTS
850MHz
BTS
i
I
BOND BTS EQUIPMENT I
CABINETS TO MGB IN
SSC CABINET. (BY OTHERS)
I
I
j
I
I
I
EXISTING S"HELTER
BONO EQUIPMENT GROUND
BAR TO EXISTING GROUND RING
(TYP 2 PLACES)
I
I
I
, I:
I j<
L________-1"
,
EXTERIOR GROUNDING PLAN
SCAlE:
4' 0 4' 8.
~
LEGEND
1- COPPER GROUND B6.R, 1/4")( 4-X 20-, NEWTON INSTRUMENT CO.
CAT. NO. B-6142 OR EQUAL HOLE CENTERS TO MATCH NEW.
DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL
VAAY BASED ON NUMBER OF GROUND CONNECTIONS)
2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL
3- 5/8- LOCKWASHERS, NEWTON INSTRUMENT CO.
CAT. NO. 3015-8 OR EQUAL
4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO.
CAT NO. A-B056 OR EQUAl
5- 5/8-11 X 1- HHCS BOLTS, NEWTON INSTRUMENT CO.
CAT NO. 3012-1 OR EQUAL
6- INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO
TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE
STRUCTURE SHAlL BE PER MANUFACTURERS RECOMMENDATIONS.
GROUND BAR
SCAlE: NTS
o
GROUNDING NOTES
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCOROANCE WITH
THE NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE LOCAL 0
CODES
2. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING
GROUNDING AND UNDERGROUND CONDUIT INSTALLATION SO AS TO
PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR
DAMAGE TO THE CONDUIT.
3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC
(CADWELD).
4. ALL GROUND CONNECTIONS ABOVE GRADE SHALL BE FORMED USING
2-HOLE LUGS AND TWO (2) HIGH PRESS CRIMPS.
5. ALL EXOTHERMIC MECHANICAL CONNECTIONS TO THE GROUND RODS
SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6"
FOR EVERY ADDmONAL CONNECTION.
6. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A
CORROSION RESISTANT MATERIAL
7. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 SOLID AWG TIN
PLATED COPPER UNLESS OTHERWISE INDICATED.
B. IF APPLICABLE: GROUND RODS SHALL BE STAINLESS STEEL OR
COPPER CLAD STEEL. 5/8"~ 10-FT. LONG, AND SHALL BE DRWEN
VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE.
C
9. CONNECTIONS TO THE GROUND BARS SHALL NOT BE DOUBLED UP
OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF
THE GROUND BAR ARE PERMITTED.
10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS
SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY
SUPPORTED.
11. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL
NOT EXCEED 10 OHMS.
12. NO UPHILL GROUND CONNECTIONS ALLOWED
ABBREVIA TlONS
AWG AMERICAN WIRE GAUGE
BCW BARE COPPER WIRE
DWG DRAWING
EMT ELECTRICAL METALLIC TUBING
GEN GENERATOR
IMC INTERMEDIATE METALLIC CONDUIT
MGB MASTER GROUND BAR
PCS PERSONAL COMMUNICATION SYSTEM
PVC POLYVINYL CHLORIDE CONDUIT
RGS RIGID GALVANIZED STEEL
RWY RACEWAY
TYP TYPICAL
i . ~g tn ~ .r:i ni 9 9J - 2 2-17-05 R[-lSSt.U) FOR COMSl1tUCOON .... CJW ....
-
-
CUTCHOGUE AT&T , ,- ......" FOR 00NSlRUCll0N .... CJW ....
0 D-14-()4 ......" FOR 00NSlRUCll0N .... CJW ....
99 PINE STREET SITE NO, L1-1027 - B D-ll-()4 """'-lNEOUS.......... PHR CJW PUP
AlElANY.NY12207 21855 COUNTY ROAD 48
OfFICE: (518)434-2288 AT&T WIRELESS SERVICES A 11-28-04 ISSln FOR REVIEW/COtAIENT PHR CJW PUP
FAX: (518) 4J4-2m;9 CUTCHOGUE, NY 11935
15 EAST MIDLAND AVENUE ""TE RE>ISIONS BY CHK po
150 036 PARAMUS.. NJ 07652 """" DESIGNED: .......,
6 5 4 3 2
8
ELECTRICAL SYMBOLS
@
8
o
o
~
~
GROUND ROD WITH ACCESS
CHEMICAL GROUND ROD
GROUND ROD
DISCONNECT SWITCH
METER
CIRCUIT BREAKER
.
CADWELD TYPE CONNECTION
COMPRESSION TYPE CONNECTION
GROUNDING WIRE
.
~.--...:.- REPRESENTS DETAIL NUMBER
~___REF. DRAWING NUMBER
A
EXTERIOR
GROUNDING PLAN
JOB SITE
24897 NYCENY1027
DRAWING NUMBER REV
E01 2
~ll, ,_
"-
,
,
,
,
,
,
" EXISTING TELCO
"\." CABINET
',". ./...J....:.:...-_-
~:.>---
"-,,,.:--- ."
f~~~-- "
..,"~'~ ""
r- '\,/
1 --~------------------------T-----
;, /--
\. , I
, .\ ELECTRIC CONDUIT \
I l \
1 I ,
\ \< ......,~,=->/-
I I-
I
I I
\ t
~ !
\ ~
"
\\
(',:~
11
'\ \
':
1 I
::::'~~:t.l~~\
EXISTING TRANSFORt.4ER
------
~TELCO
~
~
~
/'
/'
/'
Y.
/ I:
/ :
CONOUIT'\j:
I I
I
I I
/ I
I :
I
I
I
I
\
\
\
\
\
I
I
I
I
/
/
/
I
I
I
/
/
/
/'
/'
./
~
~
lOCATION OF EMER~Ncv....
GENERATOR RECEPTACLE AND ""-
MAIN DISTRIBUTION PANEL
SSC CABINET
1900MHz
BTS
850MHz
BTS
PROPOSED MmR
&: DISCONNECT SWITCH
"-
"-
"-
~
SCALE:
5' 0 5' 10'
~
UTILITY ROUTING PLAN
SCALE:
20' 0 20' 40'
~
TELCO CONOUIT ~
"'~'>~.....'....
~~-,,'I
ELECTRICAL NOTES
1. AlL ELECTRICAL WORK SHAlL BE PERFORMED IN ACCORDANCE WITH 0
THE NATIONAl ELECTRIC CODE AND ALL OTHER APPUCABLE LOCAl
CODES.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING
GROUNDING AND UNDERGROUND CONDUIT INSTALlATION !S TO
PREVENT ANY LOSS OF CONTlNUIlY IN THE GROUNDING SYSTEM OR
DAMAGE TO THE CONDUIT.
3. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED
4. CONDUCTORS SHALL BE INSTAlLED IN SCHEDULE 40 PVC CONDUITS
(UNDERGROUND) AND IMC CONDUITS ABOVEGROUND.
5. CONTRACTOR SHALL OBTAIN ALL PERMITS. PAY ALl PERMIT FEES.
AND SCHEDULE ALL REQUIRED INSPECTIONS.
6. CONTRACTOR SHALL OBTAIN LOCAL POWER AND TELCO COMPANY
APPROVAL AND COORDINATE WITH UTILJT'( COMPANIES SERVICE
ENTRANCE REQUIREMENTS.
7. CONTRACTOR SHALL PROVIDE ALl LABOR AND MATERIAl DESCRIBED
ON THIS DRAWING. AND ALl ITEMS INCIDENTAL TO COMPLEflNG AND
PRESENTING THIS PROJECT AS FULLY OPERATIONAL.
8. PROVIDE 2" SCHEDULE 40 PVC UNDERGROUND CONDUIT WrTH PULL C
WIRE BETWEEN ELECTRICAL UTIUTY DEMARCATION POINT AND KWH
METER BASE.
9. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALl
CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED.
10. SERVICE TO EQUIPMENT CABINETS SHALL BE 120/240 VAC, 200
AMP. 1 -PHASE.
11. CONTRACTOR SHALL DETERMINE REQUIRED NUMBER AND LOCATION OF
PULLBOXES PER UTILITY STANDARDS.
12. USE ADAPTER FROM PVC CONDUIT TO RIGID STEEL 90' BEND AND
USE REDUCER TO ENTER METER BOX WITH 2M DIA. CONDUIT.
1
I
L
1
I
I
I
1
I
B
GRAVEL OR LAWN AREA
RESTORATION TO MATCH
SLOPE AND THICKNESS OF
EXISTING
AS REQUIRED
I
I
I
I
1
I
.
o
. I
9~ N
;""
COMPACTED BACKFILL
.
~
SMMIN.
UTILITY ,WARNING TAPE
ELECTRICAL CONDUIT
2M PVC SCH. 40
UTILITY TRENCH DETAIL
SCALE: NTS
o
A
i. r:g fn ~ Di) g9J - 2 2-17-06 1IE-lSSUED FOR CON5IRUCl'1ON PHR CJW PUP
CUTCHOGUE AT&T 1 1-0&-06 """"""'CONSl1lUCllON PHR CJW PUP UTILITY ROUTING PLAN
SITE NO. L1-1027 0 0-14-04 """"""'CONSl1lUCllON .... CJW....
99 PlNESTREET . o-ll-()4 III$CEWNEllUS ........... .... CJW PllP
AUIANY. NY 12207 21855 COUNTY ROAD 48 -
a;.~i:E:{~fJr) 4jl~2l~r CUTCHOGUE, NY 1.1935 AT&T WIRELESS SERVICES A 8-2t-04 ISSUED FOR REYD/cotAIEHT PHR CJW ....
15 EAST MIDLAND AVENUE 0 "'TE .....SIONS BY CHI< P' JOB SITE DAAWlNG NUMBER REV
150 036 PARAMUS, NJ 07652 ""'" DESIGNED: DRAWN, 24897 NYCENY1027 E02 2
6 5 4 3 2 KLll, ,-
ELECTRIC
SERVICE POWER 120j24QV, l-PH, 3W
(EXISTING TRANSFORMER)
@
(N) 200A, 120/240V, l-PH, 3W METER
(METER-CAN PROVIDED
AND INSTALLED BY GC)
#2 GNO sew
(N) 20QA, 120/240V, l-PH, 3W
DISCONNECT SWITCH
(PROVIDED AND INSTALLED BY Ge)
#2 GNO sew
(1) 2'C-3#3/0
& 1#6 GND
(1) 2" PVC wj(3)-CAT5
4-PAIR STP #24 AWG
CABLE FOR (N)
TELCO SERVICE
. ~g tn ~ .r:i ni 9 9 Y
99 ~NE STREET c;cI
ALBANY,N'I' 12207
OFflCE,(518)4~-2286
F.f.X, (5HI) 434-2059
150-036
6
TELCO
/EXISTING
CSC TELCO CABINET
120/240V, l-PH. JW SSC CABINET PANEL 'A' SCHEDULE DUAL 200... MAlN BKRS 42 KAle, SERIES RATED
200ABUS,lQKAJCBRANCHCIRCUITS UL USTED SERVICE ENTRANCE CABINET
B" 0
OR'
SLOT DESCRIPTION " DESCRIPTION SLOT
(2) ATLANTIC TELCO SURGE
SUPPRESSOR PART #90700
(SEE NOTE 5)
TELCO CABLE{S}
(SEE NOTES)
23 BCAN'
" BCAN'
27 BCAN'
29 BCAN'
" BCAN'
PHASE TOTALS (WATTS)
PH,6SEElALANCE
TOTAL CONNECTED LOAD (WATTS) 18308
251.: OF LARGEST CONTINUOUS LOAD (LCL) 4~77
TOTAL LOADS (WATTS) 22885
TOTAL LOAD (Al.lPS) 95.4
20
,.
DC CABLES
(SEE NOTE 4)
D
ELEC/TELCO ONE LINE DIAGRAM
SCALE: NTS
o
GC TO COIL SUFFICIENT
LENGTH OF TELCO CABLE
FOR FINAL TERMINATION
LOCATION OF 200A
GENERATOR RECEPTACLE
(PROVIDED W/SSC CABINET)
LOCATION OF 200A
DISTRIBUTION PANEL
SEE PANEL SCHEDULE 'A'
THIS SHEET
(PROVIDED W/SSC CABINET)
FINAL CONNECTION OF
POWER CIRCUIT BY GC
CONDUIT, FITIlNGS, FLEX CONNECTOR
AND CABLE BY GC. CONNECTION
AT CABINET BY SSC INSTALLER
GRADE
CUTCHOGUE
SITE NO. L1-1027
21855 COUNTY ROAD 48
CUTCHOGUE, NY 11935
5
26
c
"
JO
"
NOTE: ALL NON-OPTIONAL 8REAKERS PROVIDED BY SSC MANUFACTURER
NOKIA BTS
--;~--~~--;;--
, ,
I
,
,
PANEL SCHEDULE ~.
SCALE: NTS
o
BRIDGE KIT CONNECTION
(SEE NOTE 2)
NOTES:
1) GC SHALL MAKE ALL FINAL TERMINATION'S AT SSC CABINET
2) NOKIA INSTALLER SHALL MAKE ALL FINAL TERMINATION'S AT NOKIA BTS CABINET
3) GC SHALL PROVIDE AND INSTALL BRIDGE KIT FROM SSC CABINET
TO NOKIA BTS CABINET
4) GC SHALL PROVIDE AND INSTALL DC POWER CABLES READY FOR
FINAL TERMINATION BY NOKIA. DC DISTRIBUTION CABLES SHALL BE (2)-3/0 AWG
FOR EACH BTS.
A) ASSOCIATED CIRCUIT BREAKER FOR DC DISTRIBUTION CABLES SHALL BE
LEFT OPEN AND PROVIDED W/A REMOVABLE LOCKING DEVICE OR TAG SO THAT
THE BREAKER CAN NOT BE CLOSED.
B) DC CABLES SHALL BE RHH/RHW AND CABLE TRAY (CT) RATED
C) NOKIA INSTALLER TO PROVIDE DC DISTRIBUTION CABLES LUGS ON NOKIA
END
5) GC SHALL PROVIDE AND INSTALL TELCO CABLE(S) CDS DATACOM
PART HC00411484 COILED AND READY FOR FINAL TERMINATION BY NOKIA
6) ALL CONDUCTORS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE
W/NEC AND LOCAL CODES
7) SUFFICIENT SLACK SHALL BE PROVIDED TO PERMIT NOKIA INSTALLER TO
TERMINATE ALL CABLES
8) ALL CABLE ENDS AT THE NOKIA BTS SHALL BE IDENTIFIED AND TAPED
B
ALARM CABLE
(SEE NOTE 6)
ALARM 66-BLOCK
'2 GND BCW
A
.... CJW ....
.... CJW ....
.... CJW ....
.... CJW ....
.... CJW ....
BY aiK po
...-,
Rf-ISSUED FOR cotfSfRlICT1Of4
,..... RIO 00NS1RUC110H
,..... RIO 00NS1RUC110H
""""'"""'.........
I5Sl.C fOR RfYIEW,ICCMIENT
.........
DESIGNED:
2-17-05
1_
0-14-04
0-11-04
8-29-04
OIl,..
~
ELEC/TELCO ONE-LINE AND
PANEL SCHEDULE
JOB
24897
SITE
NYCENY1027
DRA'MNG NUMBER REV
E03 2
JU,I', ,-
3
2
4
GSM1900 Tx1/Rx1/Tx2/Rx2
GSM850 Tx1/Rxl/Tx2/Rx2
3
----G
4
5
---@
---@
4
6
6
RX'
RX1/TX1
RX'
1900MHz NOKIA GSM
.
SITE NUMBER: LI-I027 RF SYSTEM SCHEDULE
ANTENNA AZIMUTH ANTEN NA COAX RAD EST. COAX ANTENNA BEAM MECH DOWN ANTEN NA SERIAL
POSITION MODEL NO. SIZE CENTER LENGTH FU NCTION WIDTH TILT NUMBER
I-A 0 DEGREES ALLGON 7740.00 (2)-7/8" 70-FT 120~FT 850 GSM RX1/TX1 90- DEG 0 DEG
1900 GSM RX2
2-A 0 DEGREES ALLGON 7391.00 (2)~ 7/8" 70-FT 120~FT 850 GSM RX1/TX1 90- DEG 0 DEG
1900 GSM RX2
I-B 120 DEGREES ALLGON 7740.00 (2)-7/8" 70- FT 120-FT 850 GSM RX1/TX1 90-DEG 0 DEG
1900 GSM RX2
2~B 120 DEGREES ALLGON 7391.00 (2)~ 7/8" 70-FT 120-FT 850 GSM RX1/TX1 90-DEG 0 DEG
1900 GSM RX2
I~C 240 DEGREES ALLGON 7740.00 (2)-7/8" 70-FT 120-FT 850 GSM RX1/TX1 90-DEG 0 DEG
1900 GSM RX2
2~C 240 DEGREES ALLGON 7391.00 (2)-7/8" 70-FT 120-FT 850 GSM RX1/TX1 90-DEG 0 DEG
1900 GSM RX2
LMU N/A KATHREIN (2) 1/2" N/A 15 FT GPS N/A N/A
OG-860/1920/GPS BCCH
7/16" DIN TYPE FEMALE
CONNECTOR TYP. (ANTENNA)
3
GROUND BAR
(TOP OF TOWER)
4
5
GROUND BAR
(BOTTOM OF TOWER)
ITEM NO.
2
GROUND BAR
(NEAR EQUIPMENT) 3
--@
RX1/TX1
850M Hz NOKIA GSM
ANTENNA SCHEMATIC
SCALE: NTS
i e ';;1g tn ~ e~i ni 9 9 Y
99 PINE STREET cJ
ALBANY,NY12207
OFFlCE: (518) 434-2288
FAX, (518) 434-2059
150-036
6
o
4
5
6
7
D
00
",Z
",'"
rn
ALPHA TXI/RXl ALPHA TX2/RX2
10 TAG A TTWS GSM ATTWS GSM
COLOR CODE 1 GREEN 3 GREEN
10 TAG ALPHA TX1/RXI ALPHA TX2/RX2
ATTWS GSM ATTWS GSM
COLOR CODE 2 GREEN 4 GREEN
-
COLOR CODE
BETA TX1/RXl BETA TX2/RX2 GAMMA TX1/RXl GAMMA TX2/RX2 GPS BCCH
ATTWS GSM ATTWS GSM A TTWS GSM ATTWS GSM
1 BLUE 3 BLUE 1 WHITE 3 WHITE YELLOW 2 YELLOW
BETA TX1/RXI BETA TX2/RX2 GAMMA TX1/RXl GAMMA TX2/RX2
ATTWS GSM ATTWS GSM ATTWS GSM ATTWS GSM
2 BLUE 4 BLUE 2 WHITE 4 WHITE
ANTENNA SCHEMATIC
AND RF SCHEDULE
00
oz
m",
~rn
2 2-17-0f5
1 .-00-<10
o 0-1~
B 0-11-04
A 8-21-04
o D<"
~
RE-ISSUEO FCR COttSntUCI1OH
ISSLOllFllRCONSlRlICl1Oll
ISSLOllFllRCONSlRlICl1Oll
--
ISSUED FCR REVIEW/COIAENT
RE\IISlONS
DESIGNED:
.... CJW ....
.... CJW ....
PHR CJfI PUP
PHR CJW PUP
PHR CJW PMP
BY CHK
DRAWN,
5
3
CUTCHOGUE
SITE NO. L1-1027
21855 COUNTY ROAD 48
ClJTCHOGUE, NY 11935
JOB sm:
24897 NYCENY1027
4
2
A
DRAWING NUWBER REV
E04 2
!U.n, ,m
rJIV1~ION OF RFSPON~IRII TlF~
DESCRIPTION
BECHTEL
BTS VENDOR
I, G
1
wes
QUAL BAND COMBINER OPTIONAL
MUL TlCOUPLER PORTS
GPS BCCH ANTENNA
GPS BCCH COAX CABLES
SURGE ARRESTORS
PRE CONNECTORIZED LMR 240 CABLES &: JUMPERS
WLS AND DSU DC BREAKERS
OSU
WAN CABLE
CAT 5e TELCO CABLE
TELCO AND RF CONDUITS
48 24 'vLlC CONVERTER
F"" FURNISH
I "" INSTALL
G = GREEN LIGHT
T = TEST AND PROVISION
TO 850 GSM
MULTI-COUPLERS
(OPTIONAL W/850)
LMR 240 -=-
COAX JUMPERS
&: CONNECTORS
INCOMING CAT 5e
PROVIDED AND
INSTALLED BY
BECHTEL TRANSPORT
FROM TVSS
i
i,
n
e n 9
'::'
',I
',I
',I
',I
',I
F,I,T
',I
',I
',I
',I
';.::::::::::::::::=:::
TO 1900 GSM
~ MULTI-COUPLERS
I::: j~ill
I I I I r-----o
IIII I
1111 I
1111 I
I I I 1 ITNC
~..jJUl~~l________
,
>rNC
JTYP)
1
1
l/" DUAL BAND COMBINER ,
(OPTIONAL W/8S0l :
--------If.~ __________J
+-1-1.
IIII
1111
r
TNC
WLS
GPS
TNC
WAN CABLE
(WLS TO DSU)
0825
FE"
DB15
MALE
OB15
OSU
f i ni 9J
Ineenng
99 PINE STREET
ALBANY,NYl2207
OFfICE: (518)4J4-2288
FAX: (518) 4J4-2059
150 036
6
',I
ANDREW
PS/BCCH
ANTENNA
SURGE
ARRESTOR
,
,
~ USE ANDREW
CONNECTORS
ONLY
GPS/BCCH MAST
GROUND KIT
(CAD WELD)
SEE GROUNDING NOTES
1/2" COAXIAL CABLE
SSC CABINET
(BY OTHERS)
LMR 240 (TYP OFb)
_____________~:~~~A~_~~~~
LMR 240 TYP OF 5)
A~U~~~~R ~
r - ACiDcRECTlmR --,
----I 48VDC I
L ~X::."~ ~::C~ _ ~
r - ~T~~ ~C~; -
I (EXISTING W/SSC) I
L________...J
COAX JUMPERS &: CONNECTORS
(GSM M/C PORTS TO COMBINER)
6
850/1900 COMBINER
(OPTIONAL W/850)
Lt.4R240
---------l
LMR 240
WLS POWER COR
G15A0497 5 4
~
10A~WLS
I 48V1JC
:~ (-)
SA 0---1 DSU
I -48VDC
I (-)
I
I (EXISTING 48VDC PDU)
L J
/l:;.
- GROUND TO
RACK FLANGE
1----------- -----------------,
1
("----------------------1 :
I I I \
I l '-4'
I ...."'"{- I
( ~~ l-C;NNECTlON BY
'-~/ BTS VENDOR
LEGEND:
NEW CABLlNG/JUMPERS
------- OPTIONAL 0
. MALE CONNECTOR
0 FEMALE CONNECTOR
NOT IN ~
E911
SCOPE
J
::.:.:.:.:.:.:.:.=:::.:._-'
COlOR COOING NOTES
1) LMR240 JUMPERS SHALL BE LABELED ON BOTH ENDS (COMBINER AND BTS SIDE) WITH COLOR
TAPE INDENTIFYlNG EACH RESPECTIVE SECTOR (ALPHA-GREEN. BETA-BLUE. GAMMA-WHITE)
2)3M NUMBERING TAPE SHOULD BE AFFIXED OVER THE COLOR SECTOR TAPE INDENTIFYING THE
TECHNOLOGY (850, 1900, TOMA) AND THE SECTOR/CABLE (AD. A1, BO, Bl)
3)GPS/BCCH CABLES SHALL BE INOETIFIED ON BOTH ENOS (lVSS AND ANTENNA) WITH ~GPS"
AND "BCCH" LABELS.
c
NOKIA ULTRASITE 8S0 GSM
TYPICAL PER SECTOR
~~,~ ~
BTS VENDOR
BILL OF MATERIALS
ITEM
NO.
ITEl.A DESCRIPTION
TOTAL QUANTITY
PART NO.
KATHREIN DG 850 1920 GPS
ANDREW L4PNM RC
ANDREW LDF4 SOA
H&:S 3403.17.0045
N A
LMR240 11 TNC 11 N XXFT
GRAYSON
KENTROX 72765
G15AOSOO-6
1 BCCH GPS ANTENNA
2 1/2 N MALE CONNECTOR
3 1 2 COAX CABLE
4 SURGE ARRESTOR GPS COAX
5 LETED
5 COAX JUMPER, WLS TO GPS TVSS
7 WIRELESS LOCATION SENSOR (WLS)
8 DSU
1
4
2
1
NfA
2
1 BY ANDREWS
1
LOW
9 ~~~FI~~BLE FOR KENTROS DSU
10 ~g~)~II~~~Pi~SW~50/1900MHZ
11 850/1900MHz COMBINER
12 COAX JUMPER, WLS TO 850 AND/OR
1900 GSM MUL TICOUPLER PORTS
6
LMR240/11TNC/l1TNCI
2.0-FT
A002456.Gl
LMR240/16SMA/l1TNC
XX-FT
MARCONI SSC MARCONI 101598
OR
CUTLER HAl.AI.1ER SSC - DELTA 0830392608
MARCONI SSC MARCONI 101599
OR
UTLER HAMl.AER SSC DELTA 0830390508
NfA
H&S 3402.17.0070
GRAYSON G15A0497 5 4
8
1 (BY ANDREWS)
6 PER CABINET
13 DSU DC FUSE, SAMP
14 WLS DC FUSE, 1 DAMP
15 DELETED
16 SURGE ARRESTOR (BCCH COAX)
17 WLS POWER CORD
NfA
NOKIA ULTRASITE 1900 GSM
TYPICAL PER SECTOR
GROUND NOTES
1) COAX GROUND KITES ARE REQUIRED ON E911 COAX IF GPS/BCCH ANTENNA IS MOUNTED ON THE TOWER.
2) FOR GROUND LEVEL MOUNTED OF GPS/BCCH ON AN ICE BRIDGE, SHELTER PARAPET OR STANO ALONE PIPE NOT MORE THAN lO-FT IN HEIGHT,
THE COAX NEED NOT BE GROUNDED PROVIED THAT THE RF TVSS DEVICE IS INSTALLED AND PROPERLY GROUNDED. WHEN MOUNTED ON THE ICE BRIDGE, THE ICE BRIDGE MUST BE
GROUNDED PER AWS STANDARDS. WHERE THE MOUNTING PIPE IS ATTACHED TO A NON-GROUNDED SURFACE, THE PIPE MOUNT SHOULD BE GROUNDED. A FREE STAND-ALONE PIPE
MOUNT MUST ALSO BE GROUNDED.
3) FOR ROOF MOUNTING ON A BUILDING WITH THE SHELTER OR EQUIPMENT ON THE ROOF, NOTE 2 ABOVE APPLIES, PROVIED THAT THE GPS/BCCH ANTENNA IS NOT THE HIGHEST
METALLIC POINT ON THE ROOF AND THE COAX CABLE RUN DOESN'T EXCEED 3D-FT. IF EITHER OF THE ABOVE CONDITIONS EXIST THEN THE COAX SHALL BE GROUNDED AS IF ON A
TOWER.
4) FOR ROOF MOUNTING OF THE GPS/BCCH ANTENNA WITH THE COAX CABLE RUN DOWN THE BUILDING RISER TO AN EQUIPMENT ROOM LOCATED LOWER THAN THE FLOOR BELOW THE
ROOf THE COAX CABLE SHALL BE GROUNDED AS IF ON A TOWER.
5) THE GPS/BCCH ANTENNA SHALL BE GROUNDED WilTS OWN #2 AWG GROUND WIRE WHEN IT IS NOT STRAP MOUNTED TO A PROPERLY GROUNDED STEEL SUPPORT POST.
A
2 2-17-05 RE-lSSUEO FOR COHSTRUCI1ON PHR CoNI PIlP
CUTCHOGUE AT&T , 1-06-00 ISSUED RlR COHSlRUCIlON PHR CoNI PIlP E911 SCHEMATIC &
SITE NO. L1.1027 0 0-14-04 ISSUED RlR COHSlRUCIlON PHR CoNI PIlP
B 0-11-04 ~I&&In'III5RE'V'SlOHS PHR CoNI PIlP BILL OF MATERIALS
21855 COUNTY ROAD 48 AT&T WIRELESS SERVICES A. 9-29-<l4 ISSUED FOR REYlEW/<XMIEHT PHR CoNI PIlP
CUTCHOOUE, NY 11935
15 EAST MIDLAND AVENUE 0 OATE RE'IlSlONS BY CHK JOB .IlE DRAWING NUl.lBER REV
PARAMUS, NJ 07652 """-" DESIGNED: DRAWN, 24897 NYCENY1027 E05 2
5 4 3 2 &.LIl, ,-
,-
PORT MARKED
"PROTECTEDM
RJ48 (TYP)
PLASTIC
NOTCH
LABEL
PORT MARKED
MUNPROTECTEO"
RJ48 (TYP)
NOTES;
1. WIRE TO PRQ>IIDE CONTINUITY WHEN CIRCUIT IS NORMAL
"2. INSTAlL BRIDGING CLIPS (~E"'ON-SA-1-25 OR
EOUlVJUm) AS REQUIRED.
3. TURN IlACK AND STORE UNUSED CONDUCTORS
VENDOR
OUTDOOR DOUBLE ENDED
INDOOR DOUBLE ENDED
OUTDOOR SINGLE ENDED
INDOOR SINGLE ENDED
Al1ANTA CABLE SALES INC.(ACS)
CDS DATACOM INC.
214 340 9199
PI C00411484 XXX
pi COO411467 XXX
PI COO411483-XXX
PI COO'"450-XXX
XXX = LENGTH IN FEET
P 010717-XXX
P 010716-1 XXX
PI 010717-XXX
PI O'071B-XXX
(2) T1-5URGE SUPPRESSOR
ATLANTIC SCIENTIFIC NO.
90700
. T
BLU R "}
2 .HT
"STRAIGHT
3 NC THROUGH
CABLE
4 RG WHT T RX CONFIGURATION"
5 WHT ORG R
6 NC
Ne
8 NC
'i
'.
6~
w~
'""'~~
ZOw
," "
~~5
~~e
~~~
~~~
~~~
~$:~
~to
zo
~b
"
RING TONGUE
/COMPRESSION
TERMINAL
(SEE NOTE 2)
CONNECTOR PIN ASSIGNMENT
~
~ 'JACK
ELUll @ ~
RJ48C 8 PIN 18- GROUND PIGTAil
CONNECTOR (GND 0 BTS CABINET ONLY BY
BTS VENDOR)
I j #6 AWG STRANDED CU,
THHN GREEN INSULATED
GROUND WIRE BONDED TO
MGB OR GROUNDED
TO TELCO ENCLOSURE
NIU
NOTFS:
1. MOUNT DIN RAIL IN TOP HAT OF sse CABINET.
2. DIN RAIL HOLDS 1-4 UNITS.
3. TVSS MAY BE ORIENTED TO SUIT SITE REQUIREMENTS.
NOTES:
1. CABLE IS A NOKIA SPECIFIC DESIGN. WIRING IS UNIQUE AND SHALL BE USED
FOR NOKIA ULTRASITE INSTAlLATIONS ONLY.
2. SELECTED CABLE MUST BE FROM A VENDOR USTED IN THE AVOCE TABLE (NO
SUBSillUTIONS ARE PERMITTED)
3. DOUBLE ENDED CABLE ARE STANDARD. SINGLE ENDED OPTIONAl TO MEET UNIQUE
SITE REQUIREMENTS.
4. CABLE IS A STRAIGHT-THROUGH WITH IDENTlCAL. CONNECTOR PIN-OUT ON BOTH
ENDS.
5. CABLE END WITH 18- GROUND PIGTAIL SHALl BE INSTALLED AT NOKIA BTS.
6. ORDER LENGTH (XXX) AND lYPE (OUTDOOR, INDOOR) IrS APPROPRIATE FOR SITE
REQUIREMENTS.
* REMOVE EXISTING SSC
AlARM CABLE AND REPLACE
WITH CDS DATACOM PIN
C03610075-00XX
T1SURGESUPPRESSOR
seALE:NTS
o
4. THIS DETAIL IS FOR USE ON CUTl.Ell HMlMERSSC
SITES ONLV. USE OETAlL 1022-SSC-NE REV 1 FOR ~ARCONI
SSCSITES.
o
SEE NOTE 12
WHT BLU
BLU WHT
WHT ORG
ORG HT
WHT GRN
GRN T
WHT BRN
BRN WHT
WHT SLT
SLT HT
REO BLU
BlU REO
REO ORG
ORG RED
RED GRN
GRN RED
REDBRN
BRN RED
REOSLT
SLT REO
BLKBLU
BLUBLK
BlK ORG
ORG BLK
BLK GRN
GRNBLK
BLK BRN
BRN BLK
BLKSLT
SLTBU<
YEL BLU
BlU L
VEL ORG
ORG L
VELGRN
GRN EL
w
"
.
<
"
0
"
~
~
~ <
> ~
.
~ .
.
~ > C
z
w ~
>
"
5 ~
8 ~
g >
"
5
8
S
~
.
)NA
)NA
)NA
)NA
__44__
__45__
__46__
__47__
__48__
__49__
_.....50__
B
~
EXISTlNG66-AlARIolBLOCK
INSSC
000
~orr'
S66M1-50
r:lJTI FR HAMMER SSC
66 BLOCK AI ARM ASSIGNMENTS
5. 2ND ALAR~ BLOCK TO BE LEFT E~rn FOR
FUTURE USE.
2 2-17-05 RE-ISSUED FOR CONSTROCT1ON PH" CN/ PII'
CUTCHOGUE / .' . AT&T . ,_ ISSUED FOR COHSIRUCI1ON PH" CN/ PII' MISCELLANEOUS
o ''11/
'\"-~ -JO:"'lY....;., 0 0-14-04 ISSUED FOR COHSIRUCI1ON PH" CN/ PII' DETAILS
SITE NO. L1-1027 "'~'-... ~"" -' . ".Y )' - 8 0-11-04 -- PH" CN/ PII'
21855 COUNTY ROAD 48 "'~:::;,:~.- .- AT&T WIRELESS SERVICES A 9-28-G4 ISSUED FOR RE'o1EW/OCMENT PHR CJW PII'
CUTCHOGUE, NY 11935
15 EAST MIDLAND AVENUE 00.'" ....9ONS '" eH' P' JOB DAAWlNG NUt.lBER REV
PARAMUS, NJ 07652 """"" DESIGNED: ...... 24897 'DB 2
5 . 3 2 Jij.1I .
. ,
T1/PCM CONNECTOR PIN-OUT
2
SCALE: NTS
n
8 n 9
tn L\li Lg y
99PINESTREET cJ
ALBANY. NY 12201
orneE: (516)4~-2266
FAX,(516)434-2059
150 036
6
66 BLOCK ALARM ASSIGNMENTS0
A
."
36" OR 6. BELOW FREEZE
UNE. WHICHEVER IS GREATER GRADE
r~~
GROUND ROO ~PERWELD
5/e"Jlx10'-O. LONG
GROUND ROD
SCALE: NTS
EQUIP~ENT
ENCLOSURE
2 1/2" . "AX.
ANTENNA
CABLE
CABLEWAVE
WEATHERPROOFING KIT
116 AWG SlRANDEO COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
(STANDARD CABLEWAVE GROUNDING KIT)
12" APPROX.
2" 6.
GROUND BAR ON
WALL. FLOOR OR
ON ANTENNA
TOWER
@@
@
. GROUND BARS AT BOTTOM
OF TOViERS OR MONOPOLES
SHAU USE EXOTHERMIC
CONNECTION.
STRANDED CU 'W1RE WITH GREEN,
BODV, THHN/TH'WN INSULATION.
SIZE AS SPECIFIED ~
00
00
@
@@
000
000
TWO-HOLE LUG, BOLTED TO GROUND
BAR USING 3/6"-16 l( 1 1/4.STAINLESS
STEEL HEX HEAD BOLTS AND HARDWARE.
*TWO-HOLE LUG. TO BE USED 'MTH
#2 AWG SOLlC TINNED BARE CU
WIRE OR STRANDED CU WIRE Win-I
GREEN, 600~ THHN/THWN
INSULATION TO ANTENNA
STRUCTURE, BUILDING, RING
GROUND OR MCS
GROUND WIRE TO GROUND BAR
SCAlE: NTS
o
EQUIPMENT
ENCLOSURE
1 1/4" 91 MAl<.
ANTENNA
CABLE
12" APPROX.
334- 6-
CABtEWA'Vt: ~
""A lHERPROOANG KIT1 I CABLE GROUND KIT
16 AWG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
(STANDARD CABLEWAVE GROUNDIN~ KIT)
TO ANTENNA GPS CABLE
CABLE GROUND KIT
TO ANTENNA CABLE
=
DO NOT INSTALL CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOVtN TO GROUND BAR.
CABLE GROUND KIT CONNECTION
SCALE: NTS
i . ~:\ 10 ~ .r:i j 9 9 Y
99 PINE STREET c;cI
AlBANY,NY12207
O'l...'i::(J~Jf) ..j~~2~~a
150-036
6
CUTCHOGUE
SITE NO. L1-1027
21855 COUNTY ROAD 48
CUTCHOGUE, NY 11935
5
AT&T
.
COAX JU"PER (TYP.)
TO ANTENNAS
~
CONNECTOR WEATHERPROOFING KIT
(TYP.) SEE NOTE 2
TO ANTENNA
STANDARD
GROUND KIT (TYP.)
6 AWG STRANDED CU
WIRE FURNISHED W/KIT
MARK lMTH GREEN TAPE
~~~~~~R~IT (TYP.)
COAX CABLE
(TYP. FOR All)
TO BTS
VIA TRAY OR ICEBRIDGE
2 AWG BCW SOUD
TlNNED GROUND RING
ANTENNA CABLE
TO 8TS EQUIP"ENT (TYP.)
tlQltS;
o
1. DO NOT INSTAU CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA
GROUND BAR.
2. 'iVEATHER PROOFING SHAll BE TWO-PART TAPE KIT. COLD
SHRINK SHAU NOT BE USED.
YtEATHERPROOFlNG KIT (TYP.)
GROUND KIT (TYP.)
'" ';f6 AWG
--"" . ANTENNA GROUND BAR, WITHOUT
. ~ .m~ ~'rn """" m ~ .
H "ONOPOLE OR TOWER.
ANTENNA
~R~UNp 8Mo~~&E)
~~t <<~~L'.5DBA
B AWe 2-HOlE lUG
2 AWG CU STRANDED WIRE WITH
GREEN, BOOV, THWN INSULATlON
GROUND lUG
A~tttjijA ~RS'6~&>3tf (CIGBE)
!l,!:E NDlJ 1.
SEE DEl All 508A
B AWG 2-HOlE lUG
2 AWG SOUD TlNNED BARE CU
WIRE OR STRANDED CU WIRE WITH
GREEN, BODV, TH'M\I INSULATlON
MONOPOLE PIER
2 AWG BCW SOlID TlNNED CADWElD
TO MONOPOLE BASE PLATE
ANTENNA CABLE GROUNDING
SCALE: NTS
o
2 2-17-05
,,-
o 0-14-04
B 0-11 04
A 9-29--()4
DATE
~
C
CONNECTION OF GROUND WIRE TO
GROUND BAR
SCALE:NTS
~ONOPOLE
EXOTHERMIC (TYP.)
HE -ISSUED FOR CONSTRVCTION
""",,""'CONS11OUCI1ON
""",,""'CONS11OUCI1ON
IISCf11N<<OUS """""'"
ISSUED FOR REYEW/COMMENT
REVISIONS
DESlGNm:
J
PHR eM PWP
PHR eM PWP
PHR CJW .....
PHR eM .....
PHR CJW .....
BY CHK
DRAWN,
o
8
NOTE:
1. NUMBER OF GROUND BARS MAY VARY
DEPENDING ON THE TYPE OF MONOPOLE,
ANTENNA lOCATlON AND CONNECTlON
ORIENTATlON. PROVIDE AS REQUIRED.
A
GROUNDING DETAILS
2
JOB DRAWING NUMBER REV
24a97 EDT 2
JU.ll, ,-