HomeMy WebLinkAbout38257-Z pC Town of Southold Annex 8/5/2014
P.O.Box 1179
= 54375 Main Road
,a Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37063 Date: 8/5/2014
THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS
Location of Property: 415 Eiljahs Ln, Mattituck,
SCTM#: 473889 Sec/Block/Lot: 108.4-11.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
6/28/2013 pursuant to which Building Permit No. 38257 dated 8/15/2013
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:
generator for wireless communication system as applied for.
The certificate is issued to GOBIL LLC&Goeller Family Sury Trust
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38257 1/28/14
PLUMBERS CERTIFICATION DATED
Authorized Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 38257 Date: 8/15/2013
Permission is hereby granted to:
GOBIL LLC & Goeller Family Sury Trust
6915 SE Harbor Cir
Stuart, FL 34996
To: install a Generator for a Wireless Communication System
At premises located at:
415 Eiljahs Ln, Mattituck
SCTM # 473889
Sec/Block/Lot# 108.-4-11.3
Pursuant to application dated 6/28/2013 and approved by the Building Inspector.
To expire on 2/14/2015.
Fees:
NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00
CO -COMMERCIAL $50.00
ELECTRIC $85.00
Total: $385.00
Building Inspector
Form No.6 �f •� ,
TOWN OF SOUTHOLD MAY 3 O 214
BUILDING DEPARTMENT �� �!e
TOWN HALL
765-1$02
APPLICATION FOR CER'T'IFICATE OF OCCUP�NC'Y- to T ;in p
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval foam Health Dept.of water supply and sewerage-disposai(S-9 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 2/10 of I%lead.
S. Commercial building,industrial building,multiple residences and similar buildings and Installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
L Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certifloate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$S0.00.Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. 4/14/14
New Construction: -Old or Pre-existing Building: X (check one)
Location of Property: 415 Elijahs Lane Mattituck, NY
House No. Street Hamlet
Owner or Owners of Property: AT&T
Suffolk County Tax Map No 1000,Section 1 os Block 3 Lot 11.3
Subdivision Filed Map. Lot:
Permit No. 38257 Date of Permit. Applican#: J.A. Lee Electric Inc.
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: X (check one)
Fee Submitted:$
Applicant Signature
TO/T0 3E)Vd S331sn8.L crioHJ.fos 109959LTE9 05:bT 17IOZ/80/00
pF SO!/lyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G • Q roger.riche rt(c-D-town.southold.ny.us
Southold,NY 11971-0959
oI�OOU ,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: AT&T
Address: 415 Eiljahs Lane City: Mattituck St: NY Zip: 11952
Building Permit#: 38257 Section: 108 Block: 4 Lot: 11.3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: JA Lee Electric Inc License No: 4236-me
SITE DETAILS
Office Use Only
Residential Indoor X Basement Service Only
Commerical X Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
11
�]
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: STAND BY GENERATOR, 50KW with 200a auto transfer switch
Notes:
Inspector Signature: 74 , _ Date: Jan 28 2014
81-Cert Electrical Compliance Form(1).xls
OF soUly�6
TOWN OF SOUTHOLD BUILDING DEPT.
\:J 765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
FIELDIN MaIM DAT$ Cod lams
Fou"Alaox(IST) c,7
FOUNDATION(2ND)
clyl
ROUGH FRAMINQ&
PLUMING
LA
C^'
WOULATION PWL N.Y.
STATE ENERGY COME
FINAL .
ADDrrioNAL COi6uNTS �
' rn
1� �,.N OFtSOUTHOLD BUILDING PtRMiT•APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
D1' v , Trustees
Flood Permit
Examined ,20 JUN 2 8 2013 Storm-Water Assessment Form
Contact: C/c Skore, Z Slicre WirelesS,Zh C -
Approved 120 Mail to: SSSU Merrick �' .SIA JCC' 3crZ.
BLDG DEPT.
Disapproved a/c ANY 1
Phone:
Expiration ,20
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date, u v� _ Q-7 , 20
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
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 Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the 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 been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
wC�ri Ju.Iat' Wgte1 LL (`41-1 'T
ignature of applicant or name,if a
�� �.�r z ���17 b,1,f-,1(LWra7
(Mailing addre s app scant)
State whether applicant is owner, lessee, agent,architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises Wi 1 f i awl e-f ,Tr Yafi'►c-ict y+'er onh�cbc4 4. c//e.r a-r
ii VW/tcd f i ab I-+y cm per-y (A on the tax roll or latest deed) JC C Ece(It r
If�RJ259.nt is a ee�ertt�ert, signature of duly authorized officer
tkwr w,resitgy: I I I a
(Name and title of corporate officer)
( t15Fd0.f1�FreS�d< +(F�hcreGSlM1creivlr(ttSS�TnC��gv,+�cr Aerlic"-�
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location f land on which proposed work will be done:
House Number Street Hamlet
L�
County Tax Map No. 1000 Section G Block Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and integded usea d occupancy of proposed construction:
a. Existing use and occupancyColinny-rela-1 hm Id10 00 ii C V+1 l H-V wj rel,'SSk-(&'ir4u jiC-k4jcr j
ci Ift-t1
b. Intended use and occupancy ,kbl+c 1+y W)re le-S-5 je I C Cowl vo un i co'-J I&I
�Te$cl,
3. Nature of work(check which applicable): New Building Addition genera cr Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated CostcGD Fee �S
rS 8E MR (To be paid on filing this application)
5. If dwelling, number of dwelling units ftl ft Number of dwelling units on each floor
If garage, number of cars
Cowimer*a.l �Ic�l rt9 -t
pkbrc ufilt,� w �Icrs
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. fP1, r�
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories ' r�9 111:' y"C0cpeJ6o$xtSt7v)
l6 i—Gri X 211—e 'I New C[nc�ulor'rnllreleSSc� caiPvtiLeyt arta
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
Yea ch aa,qC
8. Dimensions of entire new construction: FrZ Rear Depth
Height Number of Stories nc
9. Size of lot: Front � ci' I S Rear Depth
10. Date of Purchase_ U Z2 /1q7 Name of Former Owner N i d i kki ] &0-cr '7' .
r
11. Zone or use district in which premises are situated U n'I4e-CJ vU SI n2S (L-13 )
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOA
13. Will lot be re-graded? YES NOX_Will excess fill be removed from premises? YES NO
iN Il1o.M J.mac► ,Tr. -PrL cis&x�r4cbc"+ A,bccilcr, vjr,
' ck wyrs`p'&s
14.Names of Owner of premises ""e Addresst.vc Mo+r to a-,Iy Phone No. Z
Name of Architect IrCiiI � i eerl AddressW ZAriZss ewes aI ' °Phone No 7 —43
Name of Contractor Haf2e,(+ z+e I ler, Address= ` Sk% Phone No. 2f - ZS
%Cc
15 a. Is this property within 100 feet of a 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.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF N6SSGt
G uq 0 t10"11 being duly sworn,deposes and says that(s)he is the applica f'f
(Name of individual signing contract)above named,
(s}B'e'is a &si4en+ d-- SlxrP_ZSkcrP VJyefe�cEmc- , 4�i11w hcv1 f -Net,On jLk� t treles j
(Contractor,Agent,Corporate Office ,ete.) PCS I XC- Less r e-
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn tq before me this
�t c day of - 20
.. .............
Victoria Brennan Esq
— ( "dotary Public, State of New York
Notary Public Signature of Applican 72822
bualified in Nassau County
Commission expires April 15, 201
1
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK: STATE OF NEW YORK
---------------------- ------------------------------------------------------------X
In the Matter of the Application of New Cingular Wireless PCS, LLC AUTHORIZATION OF
OWNER
At the premises("Premises"):
415 Elijah's Lane
Northwest corner of intersection of Elijah's Lane and State Route 25
Mattituck,New York
Section 1.08,Block 4,Lot 11.3
--------------------------------------------------------------------------------------X
STATE OF NEW YORK )
) SS.:
COUNTY OF SUFFOLK )
William J. Baxter,being duly sworn,deposes and says:
I am the owner in fee of the premises known as Section 108, Block 4, Lot 11.3 (the "Premises"
hereafter), and do hereby authorize New Cingular Wireless PCS, LLC ('AT&T' hereafter), and its
representatives to bring such applications for municipal approvals as may be necessary for the
upgrade/modification of its public utility wireless telecommunications facility. As such,I willfully cooperate
with AT&T and its agents in obtaining any required Approvals.
By:
Sworn to before me this
Q day of 3U"4� , 201'
NOTARY UBLIC
MI
C ELLE DISTAS10
Notary Public,State of New York
No.4994753
Qualified in Suffolk County j
Commission Expires May 22,20
Town Hall Annex
54375 Main Road Telephone(631)765-1802
P.O.Box 1179 y • �� roger.richert O`n.sOuiOd.nV.uS
Soudiold,NY 11971-0959
"Wp11��
BUa DBVG DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY- Margarita Figueroa Date:
October 8 2013
Company Name: J.A.Lee Electric,Inc. i..
Name: John Lee
License No.:
4236ME
Address: 23-55 Borden Avenue,long Island City,NY-11101
Phone No.: 718-729-7662 x 144
JOBSITE INFORMATION: (*Indicates required information)
*Name: Mattituck AT&T
*Address: 415 Eiljahs Lane,Mattituck
*Cross Street:
*Phone No.:
f,
Permit No.: 38257 {
Tax-Map District: 1000 Section: io—_ 8� Block: a Lot: 11.3
� .
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) -Add diesel generator,-associated
concrete pad and utility equipment/frame to existing AT&T Equipment area
(Please Circle All That Apply)
*Is job ready for inspection: YES/ NO. Rough In Final
*Do-you need a Temp Certificate: YES/ NO
Temp Information(if.needed)
*Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information:
PAYMENT DUE WITH APPLICATION
13241equest for Inspection Form 6A ,�,
Shore 2 Shore Wireless,Inc. E E W I�
5550 Merrick Road, Suite 302 L�
Massapequa,NY 11758
(516)557-2398 office JUN 2 8 2013
(516)557-2397 fax
June 28,2013 BFDG. DEPT,
TOWN OF SOUTNOLD
Town of`
53095 Route 25
P.O. Box 1179
Southold,New York 11971
RE: New Cingular Wireless PCS, LLC ("AT&T") — Building Permit Application for site
NYNYNY0228 (FA# 10075046/ Site Name: Mattituck)
Premises: 415 Elijahs Lane
Mattituck,NY 11952
SCTM# Section 108,Block 4, Lot 11.3
Dear Sir or Madam:
Our office represents New Cingular Wireless PCS, LLC ("AT&T")with respect to its application
to add a 50kw diesel Generac generator to the existing public utility wireless telecommunications
facility at the subject premises. This generator addition is in direct response to the effects of
Hurricane Sandy. AT&T is now seeking to install generators on most of their cell sites
throughout Long Island so that in the event of an emergency their customers will have the much
needed cell service they require. With respect to the Building Permit Application, the following
are enclosed in this submittal package:
1) Building Permit Application signed by the applicant as well as an Owner's Authorization
letter signed by the property owner
2) Check in the amount of$385.00(check# 0053)made payable to the Town of Southold
3) Four (4) sets of construction drawings dated June 13, 2013 and prepared by Infinigy
Engineering
4) Two(2)property surveys and two(2)site plan pages showing location
5) Four(4)copies of 50kw Generac generator spec sheet
6) Contractor's insurance certificates naming the Town of head as the additional
insured.
Please call me at 516-765-0083 with any questions.
Thank you,
Ka ie Jac s
Shore 2 Shore Wireless, Inc.
516-557-2398- office
516-557-2397- fax
516-765-0083-cell
Katie@Brennanshore.com
JAIEE
C 0 M P A N I E S BCA
Jqysu�x�3tva
CONTRACToas
Assoc IAT14N
J.A. Lee Electric Inc. J.A. Lee Construction Inc.
Corporate Headquarters
23-55 Borden Avenue
Long Island City,NY 11101
Phone:718-729-7662
Fax:718-7294111
October 10, 2013
VIA FEDEX @ 7968 59915901
Town of Southold Re: 415 Eiljahs Lane
Building Department Mattituck, NY 11952
Town Hall Site: NYNYNY0228
Southold, NY 11971
Dear Inspector Roger:
As per our telephone conversation today enclosed please find copy of building permit#38257,
check#7473 in the amount of$85.00 for the application electrical inspection for the generator
wireless systems for the above referenced project.
The scope of work: Add Diesel generator associated concrete pad and utility
equipment/frame to existing AT&T Equipment Area.
If you should have any questions, please do not hesitate to contact me at 718-729-7662 x 144 or
347-546-4667.
Sincere ,
Mrrgtit Figueroa
*rif SO
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O. Box 1179 CA
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
February 4, 2014
Shore 2 Shore Wireless, Inc
5550 Merrick Rd, Suite 302
Massapequa, NY 1175 8
RE: AT&T, 415 Elijahs Lane, Mattituck, NY
TO WHOM IT MAY CONCERN:
The Fpjlowing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (Contact your ele ician)
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits invol ing plumbing after 411/
Trustees Certificate of Compliance. (Town T ustees 9765-1892)
Final Planning Board Approval. (Planning# 65-1938) frt�
Final Fire Inspection from Fire Marshall. - Le-roo LdA
Final Landmark Preservation approval.
Final inspection by Building Dept
BUILDINGPERMIT: BP 38257 — Generator for a Wireless Coim���icafion���__
System
JAa EE
C 0 M P A N I E S ----
0 4 PUILDING
CONTRAC I ORS
ASSOCIATION
J.A. Lee Electric Inc. J.A.Lee Construction Inc.
Corporate Headquarters
23-55 Borden Avenue
Long Island City,NY 11101
Phone:718-729-7662
Fax:718-7294111
D
May 29, 2014 IWAY 30 2014
1-3i
VIA FEDEK @ 77013414 1981
Town of Southold Re: 415 EiIjahs Lane
Building Department Mattituck, NY 11952
Town Hall Site: NYNYNY0228
Southold, NY 11971 Permit#38257
Dear Ms. Connie:
As per our telephone conversation, enclosed please find the application for certificate of
occupancy for the above referenced site.
The scope of work: Low voltage Antenna Equipment(Minor Work)
If you should have any questions, please do not hesitate to contact me at 347-546-4667.
Sincerely,
oNatc.qatUa OQVuetoa
MAILING ADDRESS:
],PLANNING BOARD MEMBERS OF S !/j P.O.Box 1179
DONALD J.WILCENSKI ��� ��l Southold, NY 11971
Chair
OFFICE LOCATION:
WILLIAM J.CREMERS Town Hall Annex
PIERCE RAFFERTYG • 54375 6tate Route 25
JAMES H.RICH IIIA (cor.Main Rd. &Youngs Ave.)
MARTIN H.SIDOR I,yCOU M� Southold, NY
h11' Telephone: 631 765-1938
Fax: 631 765-3136
PLANNING BOARD OFFICE
TOWN OF SOUTHOLDi
N
MEMORANDUM
To: Michael J. Verity, Chief Building Inspector
From: Heather M. Lanza, AICP, Planning DirectorL®
Date: August 8, 2013
Re: Planning Department Report
AT&T/New Cingular Wireless @ Baxter Generator
SCTM#1000-108-4-11.3
415 Elijah's Lane, Mattituck
As an addendum to the attached SPUD, the Planning Department has conducted a
review of the proposed generator addition pursuant to §280-74 B (2), and has received
a report from our wireless technical consultant, Cityscape, Inc. (see attached report).
We have the following recommendations for this application:
1. AT & T proposes to add, adjacent to its existing equipment shelter, a new 6' x 10'
generator premises area to support the generator on a 4' x 8' concrete pad. After
review of the proposed site plan construction drawings, we recommend a
building permit be issued for this application with the following conditions:
a. AT & T shall secure applicable electrical permits based on the submitted
plans;
b. AT & T shall install sufficient noise suppression to maintain generator
noise in compliance with the Town of Southold Code §180-6;
c. Testing of the generator shall follow regulations pursuant to §180-6 of the
Southold Town Code: Sunday through Thursday from 7:00 am to 7:00 pm,
not to exceed 65 dBA; from 7:00 pm to 7:00 am, not to exceed 50 dBA;
Friday and Saturday from 7:00 am to 11:00 pm, not to exceed 65 dBA;
and from 11:00 pm to 7:00 am not to exceed 50 dBA.
Thank you for your cooperation.
FOR INTERNAL USE ONLY
SITE PLAN USE DETERMINATION
Initial Determination !�"i
Date Sent:� —
Date:_ 1_L l-3 --
Project Name: ?
Project Address: /
p Zoning District:
RegC3
Suffolk County Tax Map No.:1000- - -=—
Request:
. 1
(Note: Copy of Building
ermit Application and supporting documentation as to
proposed use or uses should be submitted.)
Initial Determination as to whether use is permitted:
A����
Initial Determination
as to whether site plan is required:
Signatur of Building Inspector
Planning Department(P.D.) Referral: '
P.D. Date Received:
Date of Comment: —
Comments:
Signature of Planning Dept.- taff Reviewer
c�nai nptermination
i
Date: 1
Decision:
q;nnnMro nf Rrrildina InsnPctnr
FOR INTERNAL USE ONLY
SITE PLAN USE DETERMINATION
Initial Determination ' r_ '_.l
JUL 1 &201 '1 3 to Sent:�_f
Date: .��/�C L 11-1-
Project Name:
Project Address: /
Suffolk County Tax Map NoA*000-
p 8' 1,3 Zoning District:
Request:
(Note: Copy of Building ermit Application and supporting documentation'as to
proposed use or uses should be submitted.)
Initial Determination as to whether use is permitted:
Initial-Determination as
to whether site plan is required: I �3
Signatu of Building Inspector
Planning Department(P.D.) Referral: f 3
P.D. Date Received:���_1 Date of Commen $_1
.Q,,;,es ea��
Comments:
Signature of Planning De tall Reviewer
Final Det�rminat on
Date: /
Decision:
cinnniurP. of Ndidina InsnPctnr
�- MAILING ADDRESS:
PLANNING BOARD MEMBERS a SDUT P.O. Box 1179
DONALD J.WILCENSKI O�� ��1 Southold, NY 11971
Chair
OFFICE LOCATION:
WILLIAM J.CREMERS Town Hall Annex
PIERCE RAFFERTY • Q 54375 State Route 25
JAMES H.RICH III rah
MARTIN H.SIDOR Ol (cor.Main Rd. &Youngs Ave.)
yC�U0 5� Southold, NY
Telephone: 631 765-1938
www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
F"
To: Michael J. Verity, Chief Building Inspector
From: Heather M. Lanza, AICP, Planning Director (1Z— JUL 25 2014
Date: July 24, 2014 L�
Re: Planning Department Report
AT&T Mobility LTE Modifications and Up-grades
415 Elijah's Lane, Mattituck
SCTM# 1000 – 108 –4– 11.3
Please note, this memo is a correction of the memo sent on July 18, 2014 and should
replace that memo as it contained incorrect information.
As an addendum to the attached SPUD, the Planning Department has conducted a
review of the proposed LTE modifications pursuant to §280-74 B.(2), and has received
a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report).
Although, as our consultant points out, this proposed generator does not technically
meet our noise requirement in §280-70 J.(5), the intent of that noise requirement was to
have it be easily met by virtue of the large distances required to the property lines in this
zoning district for new wireless facilities.
Due to this wireless antenna support structure being a pre-existing non-conforming
facility that the Planning Board recently agreed to allow to expand, and given that the
projected noise levels are very close to meeting the limits in the code despite the cell
tower being located in what is now a non-conforming location, the noise limit in §280-70
J. (5), should not be strictly applied in this case, and that the certificate of occupancy
and/or permit not be held up on the noise issue.
Thank you for your cooperation.
Consultants, Inc.
7050 West Palmetto Park Road#15-652
Boca Raton,Florida 33433
Tel:877.438-2851 Fax:877.220-4593
July 9, 2014
Heather M. Lanza, AICP
Planning Director
Town Hall Annex Building
53095 Route 25
Southold,New York 11971
RE: Carrier: New Cingular Wireless PCS,LLC.
AKA: AT&T Mobility
Site/Facility: NYNYNY0228
415 Elijah Lane,Mattituck,NY
Dear Ms. Lanza,
CityScape Consultants as the wireless telecommunications for the Town of Southold,
New York has reviewed the Equipment Noise Monitoring Report for the above mentioned
facility. AT&T Mobility requested and was approved to make modifications and upgrades to
the subject wireless communications facility.
In Section 280-70J(5): Wireless Communications Facilities:
`Noise from base equipment' and further Section 180-6: `Prevention of Noise;' the Town has a
specific requirement regarding the noise emitted from the subject facility. The specific
language states "Noise from base station equipment, including any backup generator, measures
less than 45 dB at all adjacent property lines. "
In Section 180-6: Prevention of Noise:
"No person shall create or cause to be emitted any noise pollution which when measured on a
sound-level meter from the property line of a complaining property owner exceeds the
following standards:
A. Sunday through Thursday:
(1) From 7:00 a.m. to 7:00 p.m., airborne or amplified sound in excess of 65
dBA;
(2) From 7:00 p.m. to 7:00 a.m., airborne or amplified sound in excess of 50
dBA.
B. Friday and Saturday:
(1) From 7:00 a.m. to 11:00 p.m., airborne or amplified sound in excess of 65
dBA;
(2) From 11:00 p.m. to 7:00 a.m., airborne or amplified sound in excess of 50
dBA.
, a
Town of Southold
July 9,2014
Page 2
Conclusion:
The submitted noise report measurements were all conducted in dBA which is
applicable in the Town Codes for Section 180-6, but not Section 280-70J(5) which are
measured in dB. Being that dB is normally a showing of peak levels and dBA is normally an
average and not peak levels the difference in level rating scales is not reasonably applicable and
dBA and dB should be considered as comparable.
The sound levels were measured in three (3) locations along the fence. The generator
noise level at location # 1 (closest) was 54.4dB; location # 2 (middle) 51.7dB; and location #3
(farthest) was 53.6dB. All measurements and calculations are in compliance with Southold
noise codes during primarily daylight hours.
Sound Level Calculations Calculations-Location 1,
concetion clilcdater L-A%n@ taB�y
I anno w G"
"sound Level Calculati.at L=!!=2
can itiott CaasaWd LS,
it 5&QW"or' -81.7
sood Level Calcubdions at Looajon
cortm,I I calculated LA,tasy
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The Southold noise code limits for nighttime hours are 45dB. Noise level at location #1
was exceeded by 9.4dB; location #2 was exceeded by 6.7dB; and location #3 was exceeded by
8.6dB. The test concluded that all locations failed compliance and the facility is in violation.
Based on the provided information the facility meets the Town's noise codes Sundays,
Mondays, Tuesdays, Wednesdays and Thursdays between 7:00 AM and 7:00 PM; Fridays and
Saturdays between 7:00 AM and 11:00 PM; but fails to meet the Town's noise standards in all
other hours, more specifically Mondays, Tuesdays, Wednesdays, and Thursdays from 7:OOPM
until 7:OOAM the following morning and Friday evenings from 11:OOPM until Saturday
mornings at 7:OOAM and Saturday evenings at 11:OOPM until Sunday mornings.
The Applicant should explore other methods to accomplish the Town Code and general
references the Town's noise requirements on a consistent level in the Town's Section 180-6 of
general noise levels.
Respectfully submitted,
46.-
Richard Edwards
Town of Southold
July / 2014
Page 3
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NOW OR FORMERLY OF THE I NOTES:
COUNTY OF SUFFOLK 1.TIE OFFSETS OR DIMENSIONS SHOWN HEREON,FROM THE PROPERTY LINES TO
ME STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE.THEREFORE THEY
ARE NOT INTENDED TO MONUMENT PROPERTY UNES OR TO GUIDE THE
ERECTION OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENTS,
2.CONSULT WITH THE HIGHWAY DEPARTMENT BEFORE DESIGNING.INSTALLING OR
MODIFYING ANY NEW OR EXISTING CURBS,WALKS OR ROADWAYS IN THE
STREET SHOWN HEREON.
3.MIS IS TO CERTIFY THAT THERE ARE NO VISIBLE STREAMS OR NATURAL
WATER COURSES IN THE PROPERTY AS SHOWN ON THIS SURVEY.
4.REFER TO ARTICLE 36 OF THE GENERAL BUSINESS LAW AND TEE PROVISIONS
OF INDUSTRIAL CODE PART(RULE NO.53)BEFORE ANY EXCAVATION OR
DEMOLITION IS COMMENCED.THESE LAWS REOUIRE EACH EXCAVATOR TO GIVE
ADVANCE NOTICE TO ALL OPERATORS OF UNDERGROUND FACILITIES OF HIS
INTENT TO PERFORM EXCAVATION OR OEMOUTtON IN THE SPECIFIED AREAS.
5.ALL DIMENSIONS ARE IN U.S.STANDARD MEASUREMENTS.
6.EASEMENTS NOT SHOWN ARE NOT GUARANTEED.
Only copies from the original of this survey marked with
original of the land surveyor's embossed seal shall be
considered to be wild true copies. SURVEY OF PROPERTY LOCATED AT:
beaut ring a ed alterlicensed
lion or addition e a surveyavii map #415 ELIJAH LANE MATTITUCK
bearing a licensed land surveyor's Seal Is o violation of
section 7209,sub—tlivleion 2,of the New York Stats s
Education Law. COUNTY OF SUFFOLK
Certification indicated hereon signify that this survey was REVISIONS DESCRIPTION By DATE IBE CERTIFY TO-
prepared in accordance with the existing Cade of Practice TOWN OF S 0 UTH 0 L D
for Land Surveys adopted by the New York State 1.PROPERTY SURVEY AS CO. 12-16-00 ASCOD272
Association of Professional Land Surveyors.Sold STATE 0 F NEW YORK
survey Is
Mall run only W the person to for whom themp SURVEYED BY
survey Is Prepared,and l ndi behalf u the title company. ARKADIUSZ JUSIEGA,P.L.S.
and to he a agency and lending ng Institution.oet.d hereon, DISTRICT ....... 1000, SECTION ....... 108
and to the assignees transferable
the lending iaddlional
or subsequent are not tranaferoble to additional Institutions BLOCK ....... 4, TAX LOT(S) 11 .3
or aubeequsnt owner. ,,,,,,
AREK SURVEYING COMPANY Scale:
58Eaet Beverly Parkway 1� 20-
Valley Stream, NY 11580 Job No: ORDERED B(:
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DISCLAIMER WE PLAN
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SCALE:
HI SETBACKS SHALL BE VERIFIED PRIOR TO START OF Drawing Number
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7. MAIN UNE CIRCUITBREAKER(MLCB).AC LOAD LEAD CONNECTION AND
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B. LEVEL 2A SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR.
9. DOORS MUST BE ABLE 70 OPEN 90 DEG.TO BE REMOVED.
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T�E ID STUB BASE TANK REWIRES ALL STUB-UPS TO BE IN THE REAR
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?N000T IL PANEL 11.'A'IS THE STUB UP AREA FOR THE MLCB AND NEUTRAL CONNECTION,
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LOV VOLTAGEDUCT WILL PROVIDE ACCESS TO MUFFLER.
CUSTDER CMECTION 13.12DVAC ENGINE BLOCK NEATER.
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MCI(NOTE 7) ISSN IS.MUST ALLOIY FREE FLOW OF DISCHARGE AIR AND EXHAUST.SEE SPEC
Cal 161.1.1 SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS.
16.MUST ALLOW FREE FLOW OF INTAKE EE S
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17.IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE
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199,1 CODES,StANDARDS AND REGULATIONS
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DIG ALERT:
CODE COMPLIANCE : CALL FOR UNDERGROUND UTILITIES PRIOR TO DIGGING:
1 —800-272-4480
ALL WORK ANL MATERIALS SHALL BE PERFORMED AND INSTALLED
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING EMERGENCY:
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. CALL 911
NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK
NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: •— a
0
L cocor-
1 . 2010 BUILDING CODE OF NEW YORK STATE 6. 2010 PROPERTY MAINTENANCE �J o o
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2. 2010 EXISTING BUILDING CODE OF
CODE OF NEW YORK STATE (D �+ �
NEW YORK STATE 7. 2010 FUEL GAS CODELJ
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3. 2010 FIRE CODE OF NEW YORK STATE OF NEW YORK STATE •_
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3.4. 2010 PLUMBING CODE OF NEW YORK STATE 8. 2010 MECHANICAL CODE � W C..
5. 2010 ENERGY 'CONSERVATION OF NEW YORK STATE �' < bi
C N Fw- Lai
CONSTRUCTION CODE OF NEW YORK STATE 9. 2011 NATIONAL ELECTRIC
CODE WITH NY AMENDMENTS N
IN THE EVENT'' OF ANY CONFLICT, THE MORE RESTRICTIVE CODE
PROVISION SHALL GOVERN.
SHEET INDEX :
■ SHEET # TITLE REV.# DATESITE NAM 'EMATTITUCK NYNYNY0228
T1 TITLE SHEET 3 06/13/13
FANUMBER : 10075046 C1 GENERAL NOTES 3 06/13/13
C2 OVERALL SITE PLAN 3 06/13/13TO THIISODIOCUMENTRIST
A VIOLA IOODITOF
APPLICABLE STATE AND/OR LOCAL LAWS
ELIJAHS LANE C3 SITE PLAN 3 06/13/13
MATTITUCK NY 11952
C4 GENERATOR DETAILS 3 06/13/13
C5 CIVIL DETAILS 3 06/13/13
3 ISSUED FOR CONSTRUCTION CAA 6/13/13
PROJECT DESCRIPTION E1 ELECTRICAL SITE PLAN & DETAILS 3 06/13/13 2 NOT FOR CONSTRUCTION CAA 6/10/1S
1 NOT FOR CONSTRUCTION CAA 5/31/13
E uIREMENTs: ADD D)IESEL GENERATOR, ASSOCIATED CONCRETE PAD E2 ONE:— LINE DIAGRAM 3 06/13/13 0 NOT FOR CONSTRUCTION CAA 5/03/13
PLUMBING R No. Submittal!Revision App'd Date
FACILITY HAS NO SANITARY OR POTABLE WATER AND UTILITY IEQUIPMENT/FRAME TO EXISTING AT&T EQUIPMENT AREA
E3 GROUNDING PLAN 3 06/13/13 Drawn: CAA Date; 05/03/13
Designed: RGB Date: 05/03/13
E4 JELECTRICAL & GRO'bNDING DETAILS 3 06/13/13 Checked: RGB Date: 05/03/13
HANDICAP RE UIREMENTS:
FACILITY IS UNMANNED AND NOT FOR HUMAN
Project Number
HABITATION. ANDICAP ACCESS IS NOT REQUIREDi
DO I SCALE D 327-061
i n f i n Project Title
GENERAL DY N A M 1 G S CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
OCCUPANCY I OTE: engineering MATTITUCK
THIS FACILITY IS AN UNOCCUPIED TELECOMMUNICATIONSDIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL
SWITCH THAT WILL ONLY BE OCCUPIED FOR BRIEF 2255 SEWELL MILL ROAD
Wireless Services IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY (NYNYNY0228)
INTERVALS WHEN MAINTENANCE OR EQUIPMENT I3ooi62 130
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE FAA #: 10075046
MARIETTA,
UPGRADES ARE REQUIRED. ONCE CONSTRUCTED AND TEL: G 4 .44E63 RESPONSIBLE FOR SAME.
FULLY OPERATIONAL, THE FACILITY WILL BE OCCUPIED FAX: 678.444.44.72
ELIJAHS LANE
FOR LESS THAN 8 HOURS AT A TIME. SANITARY SEWER
(TUCK, NY 11952
IS NOT REQUI ED SIGNATURE BLOCK
I Prepared For:
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OWNER/OWNER'S AGENT
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SITE ADDRESS: ELIJAHS LANE �,
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MOBILITY 4 FINAL-C®NITR0TION FIE'fL'' Zco
CONSTRUCTI N GENERAL DYNAMICS �{ater [II \ W
a \ ul G�rin� u> TOWER OWNER: NEW CINGULAR WIRELESS PCS, LLC ALLCONSTRUCTION b i�f
REQUIRIMINTS OF THE L7
MANAGER: SATE _
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CONTACT: MARIO LIRIANO
,... LATITUDE: 40° 59 57.79 N (NAD 83) AS NOTED
PHONE: 201 -518-2352 "�
,, 5 ,� � :�' �. \ ~ LONGITUDE: 72 30 40.17 W (NAD 83) ELECTRICAL
° \ Date:
CURRENT USE: TELECOMMUNICATIONS FACILITY SIGNATURE ��` 05/03/13
ENGINEER: INFINIGY ENGINEERING �\ \.��\
:
•Mate DATE
2255 SEWELL MILL ROAD . I VJ
i \ , PROPOSED USE: TELECOMMUNICATIONS FACILITY
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MARIETTA � . 48
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CONTACT:
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GENERA PROJECT NOTES (GENERAL CONSTRUCTION NOTES
1 . THE ENGINEER SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT 1 . GENERAL
ON A ONE TIME BASIS. A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION I. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. CUM)
CD
2. THE CONTRACTOR SHALL TOPSOIL AND SEED ALL DISTURBED AREAS. SAFETY. J. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS
B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES REFERENCED IN ACI-301 . _ Q
3, THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE- BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY
BELIEVED TO EXIST IN ICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY K. DO NOT WELD OR TACKWELD REINFORCING STEEL. C � 0
GROUND STRUCTURES AND/OR UTILITIES AND ALL DAMAGES WH J o o
THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM LOCATE AND PRESERVE UNDERGROUND UTILITIES. L. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE N :21`01.0
THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS AND ALL OTHER EMBEDDED . _ C J - Q
IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR ITEMS AND FORMEID DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE J w
SUCH PIPELINES SUBSURFACE STRUCTURES AND/OR UTILITIES NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER PLACEMENT. �� UJ U Q � r-
S � PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL cn � � C°
IN THE ARE MAY BE SHOWN OR MAY NOT BE SHOWN; AND IT REQUIRE APPROVAL. M. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE w .
SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN
CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT N a
EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND CONTINUOUSLY THROUGH JOINT. N
BLAST, CALF 1 -800-272-4480. COORDINATE HIS WORK WITH THE WORK OF OTHERS. N
NOTIFIED IN WRITING OF ANY N. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.
4. THE ENGINEER SHALL BE E. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL BE
0PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD
CONDITIONS ' THAT VARY FROM THOSE SHOWN ON THE PLANS. THE REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR. .
JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY
CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT
THE EXPRESSED APPROVAL OF THE ENGINEER. EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH
CHUTES OR FORMWORK.
5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND 2. EXCAVATIONS/FOUNDATION
ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE P. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND.
A. FOUNDATION EXCAVATION SHALL BE HAND-TRIMMED TO REMOVE LOOSE
Q. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND
DURING THE PERFORMANCE OF THIS CONTRACT. MATERIALS. �� OF
SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. sr y
P � S. s T� O
6. THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL. R. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO
DAMAGED OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS C. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS-ON-GRADE AND APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS
BEFORE DISTURBED AS DETERMINED BY THE ENGINEER. FOOTINGS SHALL BE "SW" OR BETTER PER ASTM D-2487 COMPACTED TO A CONTAINING CHLORIIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT
w.
7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. MINIMUM 95% STANDARD PROCTOR DENSITY PER ASTM D 698. FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM.
0 OZ109
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND D. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. S. PROVIDE A STEEL TROWEL FINISH TO THE SLAB.
INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, E. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, T. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 , ACI 318,
UNAUTHORIZED RATION OR ADDITION
ro THIS DOCUMENT ISA VIOLATION of
CERTIFICATES, ETC. WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE
ACI 336, ASTM A184, ASTM A185, AND THE DESIGN Bc CONSTRUCTION APPLICABLE STATE AND/OR LOCAL LAWS
9. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER. SPECIFICATION FOR CAST IN PLACE CONCRETE.
MONUMENT4TION. ANY MONUMENTATION DISTURBED OR F. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE.
DESTROYED', AS JUDGED BY THE ENGINEER OR OWNER SHALL BE U. INSTALLATION OF CONCRETE ANCHORS SHALL BE IN ACCORDANCE WITH THE
REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE G. FOOTING EXCAVATIONS SHALL BE CUT NEAT. MANUFACTURER'S WRITTEN SPECIFICATIONS. THE ANCHOR BOLTS, DOWEL, OR RODS
SUPERVISION OFA LICENSED LAND SURVEYOR. SHALL CONFORM TO THE ANCHOR MANUFACTURER'S SPECIFICATIONS FOR MATERIAL 3 ISSUED FOR CONSTRUCTION CAA 6/13/13
STRENGTH, EMBEDMENT DEPTH, SPACING, AND EDGE DISTANCE OR AS DETAILED 2 NOT FOR CONSTRUCTION CAA 6/10/13
10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING 1 NOT FOR CONSTRUCTION CAA 5/31/13
SPECIFICATIONS, AND COORDINATE WORK WITH ALL CONTRACTS FOR THE SITE.
3� CONCRETE APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS SHALL BE o NOT FOR CONSTRUCTION CAA 5/03/13
11 . ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE PROVIDED BY RAMSET/RAMHEAD, HILTI OR APPROVED EQUAL, IF THE No. Submittal/Revision App'd Date
IN ACCORDANCE WITH THE LATEST REVISIONS OF THE STATE/LOCAL CODE A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO
THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: AC 301 MANUFACTURER'S SPECIFICATIONS AND DETAILS ARE FOUND TO CONFLICT WITH Drawn: CAA Date: 05/03/13
AND OSHA ',REGULATIONS FOR CONSTRUCTION. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, THAT SHOWN HEREIN, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
Designed: Rce Date: 05/03/13
12. CONTRACTPR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". V. THE CONTRACTOR SHALL VERIFY FROST LINE AND FOOTING DEPTH REQUIREMENTS Checked: Rce Date: 05/03/13
SURFACE ERAINAGE DURING THE COURSE OF WORK. WITH THE JURISDICTION HAVING AUTHORITY PRIOR TO CONSTRUCTION. THE FOOTING
B. MIX DESIGN SHALL BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO
13. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE PLACING CONCRETE. SHALL BEAR BELOW THE FROST LINE OR AT LEAST 12 INCHES BELOW GRADE, Project Number
COORDINATED WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE ENGINEER WHICHEVER IS GREATER. 327-os1
AND THE UTILITY OWNER 24 HOURS BEFORE EACH AND EVERY CONNECTION TO C. CONCRETE SHALL BE NORMAL WEIGHT, 6� AIR ENTRAINED (�1 .5�} WITH A MAXIMUM
4" SLUMP, AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI W. THE CONTRACTOR SHALL VERIFY ALL ELECTRICAL CONDUIT SIZES AND PENETRATION Project Title
EXISTING SYSTEMS IS MADE. UNLESS OTHERWISE NOTED. LOCATION PRIOR 70 POURING THE SLAB. REFER TO SHELTER MANUFACTURES'S
14. MAINTAIN LOW FOR ALL EXISTING UTILITIES. D. MAXIMUM AGGREGATE SIZE SHALL BE 1 ". SPECIFICATIONS FOR ADDITIONAL INFORMATION. MATTITUCK
15. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS UNLESS NOTED OTHERWISE (NYNYNY0228)
ON THE DRAWINGS. E. THE FOLLOWING MATERIALS SHALL BE USED: 4. STRUCTURAL NOTES/DESIGN CRITERIA: FAA #: 10075046
16. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE PORTLAND CEMENT: ASTM C 150, TYPE I
AWAY FROM THE SITE AREA. REINFORCEMENT: ASTM A 615, GRADE 60 A. REFERENCED DESIGN CODES:
TO ALL UTILITY CONNECTIONS AND PROVIDE NORMAL WEIGHT AGGREGATE: ASTM C 33 MATT( S LANE
17. THE CONTRACTOR SHALL TAKE TIES -INTERNATIONAL BUILDING CODE-BUILDING/DWELLING CODE (LATEST EDITION) MATTITUCK, NY 11952
MARKED-UIP AS-BUILT PLANS. AS-BUILT PLANS SHALL BE REVIEWED BY THE OWNER WATER: DRINKABLE
ADMIXTURES: NON-CHLORIDE CONTAINING -INTERNATIONAL BUILDING CODE-STRUCTURAL CODE (LATEST EDITION)
AND HIS REPRESENTATIVES, AND THE CONTRACTOR SHALL PROVIDE ANY CORRECTION -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE LATEST EDITION
THE OWNER AND HIS REPRESENTATIVES L CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM ( Prepared For:
OR ADMISSIONS TO THE SATISFACTION OF F. REINFORCING SHALL -AISC LOAD 8c RESISTANCE FACTOR DESIGN (LRFD LATEST EDITION)
BEFORE UTILITIES WILL BE ACCEPTED. AS-BUILTS SHALL INCLUDE ALL POWER, YIELD STRENGTH Fy = 60 KSI. REINFORCING DETAILS SHALL BE IN -BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI LATEST EDITION) N
TELEPHONE, GROUNDING, ETC. ACCORDANCE WITH THE LATEST EDITION OF ACI 315. []
PERMITTED. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE: iz
18. NO OUTSIDE STORAGE ON SITE SHALL BE PERM( G
19. SITE GROUNDING SHALL COMPLY WITH AT&T GROUNDING STANDARDSLATEST EDITION, 1 . CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH........3" Z
,. ,
AND COMPLY WITH AT&T GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL 2. CONCRETE EXPOSED TO EARTH, WEATHER.........................2 to
GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. 3. SLABS....................................................3/4
4. ALL OTHER CONCRETE.....................................1 1 /2"
20. THE COMP '-ETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE
SPECIFICATIONS AND TOWER DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR REVIEW OF TOTAL BID H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES
SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL
Cn
PACKAGE PRIOR TO BID SUBMITTAL. W
"OWNER PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. Z 0
21 . FOR ITEMS', THAT SHALL ,BE PROVIDED BY THE OWNER & INSTALLED BY THE CONTRACTOR, SEE W
SUPPLIED MATERIAL LIST INSERTED IN THIS DRAWING PACKAGE. 13
22. RECORD DRAWINGS, MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED
AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED Drawing Scale:
OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT.
AS NOTED
23. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED IN THE DESIGN
Date:
PACKAGE.'
05/03/13
24. FOR OUTDOOR ATS, SECURE PROPOSED ATS TO EXISTING AT&T EQUIPMENT SHELTER USING UNISTRUT
AND 3\8"0 GALV. WEDGE ANCHORS. Drawing Title
25. ALL WORK SHALL BE DONE IN A SATISFACTORY
CONSTRUCTION PROFESSIONAL
SAND FANALVOAPPROVAKEBMATHE R. ALL WORK
SHALL BE SUBJECT TO INSPECTIONDURING
CONSTRUCTION MANAGER. GENERAL NOTES
26. THE CONTRACTOR SHALL PROVIDE ANY NECESSARY PROTECTION FOR EXISTING UTILITIES DURING CONSTRUCTION
27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL WASTE DEBRIS AND VEGETATION FROM THE SITE.
BURIAL AND/OR BURNING OF WASTE MATERIALS IS NOT ACCEPTABLE. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING
ON THE WORK CONTAINED WITHIN THIS DESIGN PACKAGE. Drawing Number
DISCREPANCIES AND OMISSIONS SHALL BE BROUGHT TO
THE ENGINEER'S A TTEN TION PRIOR TO BIDDING C1
• — o
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EXISTING WOOD y-- w 5 a °,°
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\ CHUNG JA CHOI, GARAGE C: N L
EXISTING �� CORNELIUS J.
ADJACENT _ MASTON . —
EXISTING
PROPERTY LINE-JI
INE - - - - PROPERTY LINE
N70' 30, 50»E
�I475. 60 - -
, . TQC �0
N F GOBIL, A PARTNERSHIPI
ZONE: LIMITED BUSINESS
- - - - - --- - - - - - - - - - - - - - � 1, 10 �l?
UNAUTHORIZED AZTER� ON OR ADDITION
ITO THIS
y ` \ DOCUMENT IO
APPLICABLESTATE AND/OR LAWS
/ \
/ EXIS TING
0o \� BUILDING
O 3 ISSUED FOR CONSTRUCTION CAA 6/13/13
2 NOT FOR CONSTRUCTION CAA 6/10/13
zl I 1 NOT FOR CONSTRUCTION CAA 5/31/13
I 0 NOT FOR CONSTRUCTION CAA 5/03/13
No. Submittal!Revision App'd Date
EXISTING TELECOMMUNICATION I I
COMPOUND (SEE SHEET C3) I 1
1 I O Drawn: CAA Date: 05/03/13
`O W Designed: ROB Date: 05/03/13
Checked: RCB Date: 05/03/13
/ cv Project Number
/ I 327-061
Project Title
y.
MATTITUCK
N/F JOSEPH NEVILLE �-� 06, 00» I — (NYNYNY0228)
488 05 FAA #: 10075046
06
� ELIJAHS LANE
� MATTITUCK, NY 11952
_
_ I
� _ I Prepared For:
_
V_
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EXISTING z
BUILDING
' 0
Cn
Cn
W
zCn
W
Drawing Scale:
AS NOTED
Date:
05/03/13
Drawing Title
OVERALL SITE PLAN
o�^a OVERALL SITE PLAN
SCALE:
Drawing Number
9
25' O 25' 50'
C2
ISI
_ ........ ._ .... .........
EXI S TING CHAINCD
LINK FENCE Q
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EXI S TING
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MONOPOLEEXIS TING EQUIPMEN T ON '— (f) C° `°
EXISTING CONCRETE PAD fy J X
EXISTING ICE u7 Q w a
CARRIER BRIDGE C: N ~ ``
EQUIPMENT N
SHEL TER
_.. .
EXISTING CARRIER
EQUIPMENT PL A TFORM
.. ...
_.... . -
UNAUTHORIZED ALTERATION OR ADDITION
o TO THIS DOCUMENT IS A VIOLATION OF
3APPLICABLE STATE AND/OR LOCAL LAWS
6p
I
EXISTING 20'-0„ X 3 ISSUED FOR CONSTRUCTION CAA 6/13/13
37'-6" A Tic T I I 2 NOT FOR CONSTRUCTION CAA 6/10/13
EQUIPMENT SHELTER I I NEW AT&T MOBILITY 1 NOT FOR CONSTRUCTION CAA 5/31/13
6'—O" X 10'-0" 0 NOT FOR CONSTRUCTION CAA 5/03/13
GENERA TOR No. Submittal Revision App'd Date
PREMISES AREA
EXISTING CA RRI;ER Drawn: CAA Date: 05/03/13
EXISTING 200' AMP I I Designed: RG6 Date: 05/03/13
EQUIPMENT SHEL TER
Checked: RGB Date:
05/03/13
DISTRIBUTION PANEL
PROPOSED AT&T EXISTING MTS
Project Number
120\240, 10, EXISTING L——— —— J 327-061
60Hz, 200A ATS TELCO BOARD
Project Title
MATTITUCK
44
(NYNYNY0228)
FAA #: 10075046
EXI S TING METER
............._.........._ _... _ .
ELIJAHS LANE
EXI S TING COMPACTMATTITUCK, NY 11952
PROPOSED A T&T
GENERATOR INTERFACE MOBILITY
50K GENERATOR
C 5 C 4
Prepared For:
ON 4'—0" x 8'—0
CONCRETE PAD UI
U
z mini
EXI S TING EXI S TING
EQUIPMENT H—FRAME
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EXISTING Wco
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EXISTING BUILDING
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Drawing Scale:
.. ... ...
..
AS NOTED
Date:
05/03/13
Drawing Title
z DISCLAIMER SITE PLAN
D
F-
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79
� SITE PLAN
THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A
z CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, AND
0 -- SCALE: SETBACKS SHALL BE VERIFIED PRIOR TO START OF Drawing Number
= CONSTRUCTION. INFINIGY DOES NOT GUARANTEE THE ACCURACY
4' 0 4' 8' OF SAID PROPERTY LINES, EASEMENTS AND SETBACKS. C3
19301
176"1
1820 RECOMMENDED ELECTRICAL STUB—UPS C: o
071 7„� (SEE TOP VIEW) Q
1250 •— N N
24088
C94,8 7 — C49,2"1 IBAISE CD J J o o
DESCRIPTION o
680 MOUNTING HOLES :2 to ro
[26,8`1 4 PER SIDE AC LOAD LEAD CONDUIT GLAND AREA ❑A J Q
110 , LU0
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C4,3 7 400 00
1) LOW VOLTAGE CUSTOMER W B �' bi C CO
CONNECTION BOX FOR 120VAC GFCI Cn
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OUTLET, (STANDARD BLOCK HEATER, SEE CY) w
LO a
BATTERY CHARGER AND OTHER NOTE 3 C N I— LL
EEMEM 120 VAC OPTIONS). N
EMMEM �18761 839
2) TRANSFER SWITCH/
B 965 034,5"1 "1 387 COMMUNICATION CONDUITS.
BASEBDLT B C15 2"]
COMMUNICATIONS AND 2—WIRE
FRAME CENTERS C24 9"1 START MUST NOT BE RUN IN
CONDUIT WITH AC WIRING.
100 A
205
�0 A C 8 1"7
QF NEW Y
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411tp
LOW VOLTAGE NOTES: s
CUSTOMER CONNECTION 36.6 �s ' o
�O X71096
R440 BOX (NOTE 3) 3199 C1 4"1 1 . THE LEFT SIDE OF THE GENERATOR IS SERVICE ACCESSIBLE. AROFFSSIO\` �
CR17 3"7 TYP 112 6"1 2. 10 AMP BATTERY CHARGER ENCLOSED WITHIN CONTROL PANEL.
(NOTE 9) 3. CONNECTION POINTS FOR CONTROL WIRES. BOTTOM OF LOW VOLTAGE
UNAUTHORIZED ALTERATION OR ADDITION
TOP VIEW BOTTOM VIEW PAD LAYOUT CUSTOMER CONNECTION BOX HAS KNOCKOUTS FOR 1/2" AND TO THIS DOCUMENT IS A VIOLATION OF
3/4„ CONDUIT FITTINGS. APPLICABLE STATE AND/OR LOCAL LAWS
2407 38"] 4. GENJERATOR MUST BE GROUNDED.
194 8"] OVERALL- 5. 12 VOLT NEGATIVE GROUND SYSTEM.
OVERALL LENGTH WIDTH 6. OPTIONAL REMOTE EMERGENCY STOP SHIPPED LOOSE WITH GENERATOR.
DISCHARGE 7. MAIN LINE CIRCUIT BREAKER (MLCB), AC LOAD LEAD CONNECTION AND 3 ISSUED FOR CONSTRUCTION CAA 6/13/13
(SEE NOTE 15) AIR INTAKE AUXILIARY 120/240V CONNECTION. 2 NOT FOR CONSTRUCTION CAA 6/10/13
S. LEVEL 2A SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR. 1 NOT FOR CONSTRUCTION CAA 5/31/13
9. DOORS MUST BE ABLE TO OPEN 90 DEG. TO BE REMOVED. O NOT FOR CONSTRUCTION CAA 5/03/13
AIR INTAKE
DOORS ARE LOCATED ON THE LEFT SIDE OF THE GENERATOR ONLY. No. Submittal lRevision App'd Date
TYP EACH SIDE 10. STUIB—UPS: BASE TANK REQUIRES ALL STUB—UPS TO BE IN THE REAR
(SEE NOTE 16)
CONTROL PANEL TANK STUB—UP AREA. Drawn: caa Date: 05/03/13
Designed: RCB Date: 05/03/13
11. 'A' IS THE STUB UP AREA FOR THE MLCB AND NEUTRAL CONNECTION. Checked: RCB Date: 05 03 13
(NOTE 2) 12. SEE: DRAWING OC3850 FOR DUCT REMOVAL. REMOVAL OF FRONT
0 0
LOW VOLTAGE •• •• DUCT WILL PROVIDE ACCESS TO MUFFLER.
® ®
CUSTOMER CONNECTION �• •• Project Number
BOX (NOTE 3) 13. 1201VAC ENGINE BLOCK HEATER. 327-061
14. 2101 GALLON USEABLE CAPACITY BASETANK STANDARD WITH GENERATOR.
MLCB (NOTE 7) 1551 15. MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST. SEE SPEC Project Title
C611"] SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. MA-rT�-rUCK
16. MUST ALLOW FREE FLOW OF INTAKE AIR. SEE SPEC SHEET FOR MINIMUM
MINN • AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. (NYNYNY0228)
17. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE
• 2516 THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE FAA #i : 10075046
• o C99"1 CODES, STANDARDS, AND REGULATIONS.
OVERALL ELIJAHS LANE
0 0 0 o HEIGHT o o MATTITUCK, NY 11952
0 + ' 0 0 0 0 ITT
1581 Prepared For:
E62,3`1 WEIGHT DATA (INCLUDES WOODEN SHIPPING SKID) IN
965 \ 1 ENCLOSED GENERATOR WITH EMPTY FUEL TANK — 1700kg (3750 lbs) ti
C38"1 I I / I� o o LIFTING BRACKETS
L
TANK HT I I I� P TANK [10 X X02 LOT I I I UNITS: mm [INCHES] Z ■�
STUB—UP
(4 PLACES)
AREA
W
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[42"1
876
CENTER DF GRAVITY 034,5 7 C9 601
1930 REAR V E W RIGHT SIDE V E W Drawing Scale:
L76"]
TANK LENGTH AS NOTED
LEFT SIDE V E W Date:
05/03/13
Drawing Title
GENERATOR DETAILS
GENERATOR DETAILS - 50 KW
Drawing Number
C
4
10" THICK CONCRETE
SLAB ON GRADE
8'-0"
(12) #4 EQUALLY SPACED
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#4 REBAR EACH WAY (TYP.)
CONDUIT ENTRY AREA
(SEE SHEET C3) ��°rE\IONP�
1 /2" DIA.x6 x3 L STAINLESS STEEL ANCHOR BOLTS .��
(TYP. 8) MIN. 4" EMBEDMENT PLACEMENT BASED ON
MANUFACTURES SPECIFICATIONS. CONTRACTOR TO VERIFY
3/4" MIN. CHAMFER UNAUTHORIZED ALTERATION OR ADDITION
TO THIS DOCUMENT IS A VIOLATION OF
4'-0" x 8'-0" AT ALL EXPOSED EDGES APPLICABLE STATE AND/OR LOCAL LAWS
10" THICK CONCRETE
NCDSLAB ON GRADE
: I a a a FINISH GRADE
a
r T �r
3 JISSUED FOR CONSTRUCTION CAA 6/13/13
dl
T 2 NOT FOR CONSTRUCTION CAA 6/10/13
�. 1 NOT FOR CONSTRUCTION CAA 5/31/13
#4 REBAR EACH 'WAY D NOT FOR CONSTRUCTION CAA 5/03/13
No. Submittal/Revision App'd Date
8" DEEP COMPACTED GRANULAR MATERIAL
Drawn: CAA Date: 05/03/13
Designed: RGB Date: 05/03/13
No TEsChecked: RGB Date: 05/03/13
'
1. ACCESS SPACE, REQUIRED ON EACH SIDE OF THE GENERATOR IS FOR SERVICE AND
PROPER AIRFLOW. Project Number
2. FOR SIZE AND L DCA TION OF ANCHORS AND OTHER REQUIREMENTS, SEE EQUIPMENT 327-061
VENDOR DRAWINGS. GENERATOR TO BE INSTALLED AS SHOWN ON CONCRETE SLAB.
Project Title
J. ALLOWABLE SOIL BEARING PRESSURE = 2,500 PSF
MATTITUCK
(NYNYNY0228)
GENERATOR PAD DETAILS
FAA #: 10075046
-- NOT TO SCALE
ELIJAHS LANE
MATTITUCK, NY 11952
Prepared For:
TRENCH N
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Z CID
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COMPACTED SAND
2" PVC; POWER CONDUIT
1 " PVC START CONDUIT Drawing Scale:
1 " PVC CONDUIT FOR
BLOCK HEATER AND 12' 1 " PVC ALARM CONDUIT AS NOTED
BATTERY CHARGER
18„ Date:
05/03/13
— SEPARATION DIMENSIONS MUST BE VERIFIED WITH LOCAL UTILITY CO. REQUIREMENTS. Drawing Title
— COMPACTED SAND MAY BE REPLACED WITH LEAN CONCRETE (RED COLORED TOP)
CIVIL DETAILS
2 UTILITY TRENCH DETAIL
-- SCALE: Drawing Number
C5
GENERAL EL EC TR�CA L NOTES:
I. SCOPE: PROVIDE LABOR, MATERIALS, AND EQUIPMENT ETC.,
REQUIRED TO COMPLETE THE INSTALLATION SHOWN ON THE
DRA WINGS.
2. CODES AND STANDARDS: INSTALLATION SHALL COMPLY WITH EXISTING CHAIN
APPLICABLE LAWS AND ORDINANCES, UTILITY COMPANY LINK FENCE
REGULATIONS, AND APPLICABLE REQUIREMENTS OF LATEST o
EDI TIONS OF. Q
............... .._.... _.........
A. NFC — NATIONAL FIRE CODES
cy N
B. NEC
— NATIONAL ELECTRICAL CODE
O
C. OSHA — OCCUPA TIONAL SAFETY & HEALTH ACT N o o `r
EXI S TING
D. UL — UNDERWRITERS LABORATORIES
�+
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E. NEMA — NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION EXISTING CARRIER
MONOPOLE EQUIPMENT ON c `'� '— 00
F. SBC — STANDARD BUILDING CODE EXISTING ICE �-- UJ U Q r` r-
BRIDGE CONCRETE PAD •— � to
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3. COORDINA TION: 'COORDINA TE WORK WITH OTHER TRADES. —
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4. EXISTING SERVICES: DO NOT INTERRUPT EXISTING SERVICES _ (D N
Wl THOU T WRITTEN PERMISSION OF THE OWNER.
EXISTING CARRIER
5. EQUIPMENT CONNECT ELECTRICALLY OPERATED EQUIPMENT EQUIPMENT PLATFORM
6. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES,
SUBSTITUTION BETWEEN WORK AS SPECIFIED AND INSTALLED.
..........
S ON A CLEAN SET OF CONTRACT 1
RECORD CHANGE EXIST TING 20'—0" X
DOCUMENTS WHICH SHALL BE TURNED OVER TO THE
37'-6„ AT&T
CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT ... �.
EQU)IPMEN T SHELTER
.... _. . .........
I
7. CUTTING
NPATCHING: PROVIDE CUTTING REQUIRED TO DO -- _.... . . ...__ _. ...... - --
THE WORK. DONOT CUT MAJOR STRUCTURAL ELEMENTS
\.
WITHOUT APPROVAL. PATCHING SHALL BE OF QUALITY EQUAL
\°R
°FtSsioN�
TO AND OF MATCHING APPEARANCE WITH EXISTING PROPOSED A T&T
CONS TRUC TION.
MOBILITY
5OKW GENERATOR UNAUTHORIZED ALTERATION OR ADDITION
TO THIS DOCUMENT IS A VIOLATION OF
8. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 24" RADIUS. ON 4'-0" x 8'-0"
APPLICABLE STATE AND/OR LOCAL LAWS
RGS CONDUI TS,
WHEN SPECIFIED, SHALL MEET UL-6 FOR CONCRETE PAD
GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR PROPOSED 2" EMT CONDUIT
T:;
USE WITH THREADED RIGID CONDUIT CONDUITS INSIDE FROM EXISTING DISTRIBUTION
.i.
BUILDING AND 0 ROOF SHALL BE GALVANIZED RMC UNLESS
PANEL TO PROPOSED ATS
NOTED 0 THER WISE. 3 ISSUED FOR CONSTRUCTION6 1
CAA / 3/13
NEW AT&T MOBILITY z NOT FOR CONSTRUCTION CAA 6/10/13
PROPOSED 2" EMT I 6'-0" X 10'-0" 1 NOT FOR CONSTRUCTION CAA 5/31/13
9. SUPPORTS. AS REQUIRED BY THE NEC. CONDUIT FOR POWER I GENERA TOR
0 NOT FOR CONSTRUCTION CAA 5/03/13
FEED FROM ATS I I PREMISES AREA No. submittal Revision App�d Date
10. CONNECTORS FOR POWER CONDUCTORS: USE PRESSURE TYPE EXISTING 200 AMP I EXISTING CARRIER
INSULATED TWIST—ON CONNECTORS FOR #10 AWG AND DISTRIBUTION PANEL I I EQUIPMENT SHELTER Drawn: caa Date: 05/03/13
SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR
#8 A WG AND LARGER. PROPOSED AT&T 120\240, EXISTING MTS Designed: RCB Date: 05/03/13
1 0, 60Hz, 200A A TS I I Checked: ROB Date: 05/03/13
EXISTING L- - -4
11. SERVICE.- 240 \ 12OV, SINGLE PHASE, 3 WIRE CONNECTION TELCO BOARD I III Project Number
AVAILABLE FROM UTILITY COMPANY. COORDINATE AND PAY I III 327-061
ALL FEES.
12. IN CASES WHERE THE PANEL BOARD IS EQUIPPED WITH AN I I III t
ct Title
_ Project
INTERNAL ATS; THE CONTRACTOR IS RESPONSIBLE TO 11
I I I III MATTITUCK
DETERMINE THE FUNCTION AND OPERATION OF THE EXISTING I I I I I III (NYNYNY0228)
EXISTING TING METER -----------
AI I I I
TS AND CONFIRM lF A NEW ATS IS REQUIRED. FAA '
_ „ #. 10075046
EXISTING COMPACT �� \ _ — — PROPOSED (1) 1 SCH 40
SITE SPECIFIC CONSTRUCTION NOTES:
GENERATOR IN TERFA CE _ _ _ —__�___________ PVC CONDUIT FOR ELIJAHS LANE
— — — — — — — — — — — — — — GENERA TOR ALARMS 4 MATTITUCK, NY 11952
1. CONDUIT ROUTES SHOWN ON DRAWINGS ARE SCHEMATIC, AND ARE NOT CONDUIT TO PENETRA TE
INTENDED TO DEPICT ALL FIELD CONDITIONS. CONTRACTOR SHALL VERIFY PROPOSED (l)— l " SCH 40 PVC(OUTDOOR)II" SHELTER AND ROUTE TO '', E4
FIELD CONDITIONS AND ROUTE NEW CONDUITS AS REQUIRED. (KEEP Prepared For:
CONDUIT RUNS AS SHORT AS POSSIBLE) EMT(INDOOR) CONDUIT FOR BATTERY CHARGER PROPOSED 66 PUNCH BLOCK_
4 AND BLOCK HEATER CIRCUITS. CONDUIT TO ON EXISTING TELCO BOARD W
2. PROPOSED CONCRETE PAD SHALL BE USED FOR THE INSTALLATION OF A E4 PENETRATE SHELTER AND ROUTE INTO THE PROPOSED (I)—l " SCH 40 4 � �■■�
50KW GENERAC GENERATOR AS SHOWN. EXISTING DISTRIBUTION PANEL. EACH CIRCUIT PVC(OUTDOOR)/EMT(INDOOR) CONDUIT
TO HAVE (2) 20 AMP SINGLE POLE BREAKERS
FOR GENERATOR START CIRCUITS. E4
3. ALL NEW CONDUITS INSTALLED ABOVE GRADE AND ATTACHED TO THE EXISTING CONDUIT TO ROUTE TO A TS Z
EXTERIOR WALL OF THE EXISTING SHELTER SHALL BE GALVANIZED RIGID EXISTING >
CONDUIT 2—HOLE CONDUIT STRAPS SHALL BE USED AS REQUIRED r0 EQUIPMENT H—FRAME PROPOSED (J1)-2" SCH 40 PVC p
(OUTDOOR)/EMT(INDOOR) CONDUIT 4
ENSURE NEW CONDUITS ARE HELD SECURELY IN PLACE. ALL HOLES AND FOR EMERGENCY POWER. CONDUITKE7
J c
ANCHORS SHALL BE SEALED WITH A CLEAR SILICONE SEALANT. EXISTING TO ROUTE TO ATS � �,
BUILDING
4. ALL BELOW GRADE CONDUIT TO BE SCHEDULE 40 PVC UNLESS NOTED WcoCn
0 THER WISE. W
L
,5. ALL PROPOSED ABOVE GROUND EXTERIOR CONDUITS TO BE RIGID STEEL.
ALL INTERIOR CONDUITS TO BE EMT Drawing scale:
6. CONTRACTOR SHALL PROVIDE LB'S, JUNCTION BOXES, NEW CONDUIT & AS NOTED
CONDUCTORS REQUIRED TO MAKE CONNECTIONS TO AC LOAD CENTER, Date:
DISCONNECT & MANUAL TRANSFER SWITCH, AS REQUIRED.
05iO3i13
7. FLEXIBLE CONDUIT TO BE USED TO CONNECT GENERATOR AS NEEDED. Drawing Title
8. REFRAIN FROM DRILLING INTO ANY NEMA 3 ENCLOSURES.
z ELECTRICAL SITE PLAN
g, ALL SHELTER PENE TRA TIONS r0 BE MADE WA TER TI GH T D AND DETAILS
10. ALL ANCHORS & HARDWARE TO BE STAINLESS STEEL. z
1 ELECTRICAL SITE PLAN & DETAILS
j \—L—J
SCALE:
11. CONTRACTOR TO INSTALL PLASTIC BUSHING AT THE ENDS OF ALL
Drawing Number
CONDUITS ENTERING PROPOSED ATS & EXISTING DISTRIBUTION PANEL TO 4' 0 4' 8'
PREVENT DAMAGE TO CONDUCTORS. El
I
ALARM ALARM ALARM ALARM
DESCRIPTIONS INPUTSO 0 0 OUTPUTS DESCRI PTIONS
PROPOSED 120/240, 10, 60H,z 0 o
WHT/BLU o 1 0 200A NEMA 3R ATS C: Q
GEN. SHUTDOWN/ gLU/WHT 2 '- 0 N "O
WHT/ORG L 0
FAI L11
0 3 0 (3) 3/0 AWG
o COMMON GEN. ORG WHT o 4 + (1 } #4 GND (3) 3/0 AWG + (1 ) #6 GND EMERGENCY POWER TO TRANSFER SWITCH N o o 4- 4
�
1 ALARM
J LCC -'d- '-t5
WHT/GRN EXISTING 200A 1 PAIR #18 MULTI CONDUCTOR CABLE FOR GENERATOR START w l
w 00
GEN RUN ( GRN/WHT o h o SERVICE DISCONNECT L� __ w V r
r r`
w WHT/BRN o 7 0 (NOTE 5) EXISTING F - PROPOSED 50KW GENERATOR 120/240, 10, 60Hz CO
LEVEL ALARM ( BRN/FUEL WHT o 8 o METER N a
WHT/SLT o 9 0 200A N
M SPILL FILL SLT/WHT 10 n
< OVERFILL I
RED/BLU o 11 0
RUPTURED M
12
BASIN ALARM ( BLU RED �
00 13 00
0 0 14 0 0 #2 AWG SOLID TINNED GROUND (TYP.)
15 -n EXISTING 200A
0 0 16 0 o SERVICE FEED -
00 17 00 S. S Fd" yQ�
0 0 18 0 0 (3) 3/0 AWG 6 PAIR (MIN) CAT-5 FOR ALARM CIRCUITS Cl) ��
+ (1 ) #4 GND
NOTES: 0 0 19 0 0
00 20 00 1
1 . FURNISH AND MOUNT 66-133-50 BLOCK IN TELCO BOX OR (2) #12 AWG & (1 ) #12 GND FOR BATTERY CHARGER _
ON TELCO BACKBOARD NEAR EXISTING ALARM BLOCK. o 0 21 0 0
L— (2) #12 AWG @ (1 ) #12 GND FOR BLOCK HEATER ,� °'1096 <e�
22 oNP
2. WIRE TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL. 0 0 0 �
0 0 23 0 o EXISTING TO THIS DOCUMENT IS A VIOLATION OF
UNAU HORIZED N OR ADDITION
3 INSTALL
ALLEBIDGING CLIPS (SIEMON—SA1-25 OR MTS
EQUIVALENT)
AS REQUIRED. � 0 24 0 0 20A APPLICABLE STATE AND/OR LOCAL LAWS
00 25 0 n
4. TURN BACK AND STORE UNUSED CONDUCTORS. o 0 26 0 0 20A INTERIOR - EXISTING EQUIPMENT SHELTER
J I
5. SUBCONTRACTOR SHALL COORDINATE WITH CONTRACTOR TO o 0 27 0 0
EXISTING GENERATOR
DETERMINE CONNECTIONS TO EXISTING BLOCK. 0 0 28 0 o EXISTING FEED
3 ISSUED FOR CONSTRUCTION CAA 6/13/13
RECEPTACLE TO BE ABANDONED 2 INOT FOR CONSTRUCTION CAA 6/10/13
00 29 00
1 NOT FOR CONSTRUCTION CAA 5/31/13
0 0 30 0 0 0 NOT FOR CONSTRUCTION CAA 5/03/13
00 31 00
No. Submittal I Revision App'd Date
0 0 32 0 o Drawn: CAA Date: 05/0,3/13
0 0 33 0 0 Designed: RG6 Date: 05/03/13
0 34 0 0 Checked: RGB Date: 05/03/13
35 0 EXISTING 120/240, 1 rD
/ PROPOSED 66 BLOCK FOR GENERATOR
0 0 36 0 0 200A DISTRIBUTION PANEL ALARM CIRCUITS (ON EXISTING TELCO BOARD) Project Number 327-061
00 37 00
0 0 38 0 o Project Title
39
40 2 ONE-LINE DIAGRAM
MATTITUCK(NYNYNY0228)
00 41 00
42 -- NOT TO SCALE FAA #: 10075046
00 43 00
44 ELIJAHS LANE
MATTITUCK, NY 11952
45 NOTES:
46
NOTE 3 0 0 47 0 0 1. CONTRACTOR TO CONFIRM THAT ALL EXISTING ELECTRICAL Prepared For:
o 48 0 EQUIPMENT / RATINGS ARE INSTALLED PER NEC AND LOCAL
JURISDICTION CODE. N
00 49 00 L1
0 0 50 0 0 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE MAIN ills
BONDING JUMPER AND GROUNDING ELECTRODE CONDUCTOR ARE
0 0 0 INSTALLED PROPERLY IF DISTURBED DURING CONSTRUCTION. z
3. FOR ALL INTERNAL WIRING AND ARRANGEMENT, PLEASE REFER TOCn
0
DRAWINGS AND SPECIFICATIONS PROVIDED BY THE EQUIPMENT J
66-B3-50 MANUFACTURER. Q '>
4. PROVIDE SIGNS AT SERVICE ENTRANCE EQUIPMENT INDICATING THAN W
PLAN ELEVATION SITE HAS ON-SITE AUTOMATIC START STANDBY GENERATOR IN Z
ACCORDANCE WITH NEC ARTICLE 702.8. W
5. PROVIDE CIRCUIT BREAKERS FOR ATS AND PANELBOARD AS
REQUIRED.
Drawing Scale:
66 BLOCK GENERATOR ALARM ASSIGNMENTS 6. IF NEW H-FRAME IS REQUIRED, BOND ALL LEGS AND ATS CABINET AS NOTED
-- NOT TO SCALE TO EXISTING GROUNDING SYSTEM. Date:
7. COORDINATE ELECTRICAL SERVICE WITH UTILITY COMPANY AS 05/03/13
REQUIRED.
Drawing Title
ONE-LINE DIAGRAM
Drawing Number
E2
GENERAL GROUNDING NOTES
1 . ALL GROUND CABLE IN CONCRETE OR THROUGH WALL SHALL BE IN 3/4" PVC CONDUIT. NO
METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTOR SLEEVES.
2. GROUND ALL EXPOSED METALLIC OBJECTS USING A TWO—HOLE NEMA DRILLED CONNECTOR - -
SUCH AS THOMAS & BETTS #32207 OR APPROVED EQUAL. ..... ......... ............. o
Q
0
cV
3. ALL EXTERIOR GROUND CONDUCTORS INCLUDING GROUND RING SHALL BE #2 AWG SOLIDCO
BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS M o
POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8"
AND THE INCLUSIVE ANGLE OF ANY BEND SHALL NOT EXCEED 90°. GROUNDING J W
CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. w cna00 00
._
4. ALL BELOW GROUND EXTERNAL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL Lf) [If _; X
EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARALLEL—TYPE, EXCEPT FOR N a
THE GROUND RODS WHICH ARE TEE—TYPE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED
SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZED '
SUCH AS HOLUB LECTROSOL #15-501 .
5. WHERE MECHANICAL CONNECTORS (TWO—HOLE OR CLAMP) ARE USED, APPLY A LIBERAL
PROTECTIVE COATING OF A CONDUCTIVE ANTI—OXIDE COMPOUND ON ALL CONNECTORS.
.............
PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTORS. USE STAINLESS STEEL
HARDWARE THROUGHOUT. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM
SURFACES REQUIRING GROUND CONNECTORS, REPAINT TO MATCH EXISTING AFTERel 0
CONNECTION I$ MADE TO MAINTAIN CORROSION RESISTANCE. ALL GROUND CONNECTIONS
/cC/.na
SHALL BE APPROVED FOR THE TYPES OF METALS BEING ATTACHED T0. : �I ;� �°
C
6. THE CONTRACTOR SHALL COORDINATE AS REQUIRED TO HAVE UTILITY COMPANY NEW AT&T MOBILITY
REPRESENTATIVE AT THE SITE TO DISCONNECT THE UTILITY NEUTRAL FROM GROUNDING 6'-0" x 10'-0"
SYSTEM DURING FINAL INSPECTION SO THAT REQUIRED TESTING ON THE GROUND SYSTEM GENERA TOR 0_
�SSION
CAN BE PERFORMED. THE CONTRACTOR SHALL PROVIDE NOTICE TO THE GD REPRESENTATIVE PREMISES AREA -�
(TWO) DAYS PRIOR TO FINAL TESTING. IF THE CONTRACTOR FAILS TO MAKE UTILITY r —— ——— UNAUTHORIZED ALTERATION OR ADDITION
COMPANY REPRESENTATIVE AVAILABLE DURING THE FINAL TESTING, THE CONTRACTOR SHALL I To THIS DOCUMENT ISA VIOLATION of
APPLICABLE STATE AND/OR LOCAL LAWS
PAY THE COST FOR AN INDEPENDENT GROUNDING CONSULTANT TO PERFORM THE GROUND
RESISTANCE TEST. GROUNDING CONSULTANT SHALL BE SELECTED BY THE GD GROUND PROPOSED PROPOSED AT&T
REPRESENTATIVE. IF THE UTILITY COMPANY REPRESENTATIVE FAILS TO APPEAR DUE TO NO ATS TO EXISTING I MOBILITY
FAULT THE CONTRACTOR, NO PENALTY APPLY. GROUNDING SYSTEM I I 50K GENERATOR
WITH , 2 SOLID BARE I I ON 4 0" x 8'-0 3 ISSUED FOR CONSTRUCTION CAA 6/13/13
7. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. TINNED COPPER WIRE CONCRETE PAD 2 NOT FOR CONSTRUCTION CAA 6/10/13
1 NOT FOR CONSTRUCTIONCAA 5/31/13
8. THE GROUND CONDUCTORS SHALL BE RUN STRAIGHT FOR MINIMUM INDUCTANCE AND I I 0 NOT FOR CONSTRUCTION CAA 5/03/13
PROPOSED A T&T
VOLTAGE DROP. SINCE CABLE BENDS INCREASE INDUCTANCE, THE MINIMUM REQUIRED 120240, 10, t I No. Submittal Revision App'd Date
BENDING RADIUS IS 8 INCHES WHEN BENDS ARE UNAVOIDABLE. ALL METAL WORK WITHIN 10 60Hz, 200A ATS I ___
FEET OF THE GROUND RING SHALL BE DIRECTLY BONDED TO THIS GROUND SYSTEM, �,—J Drawn: CAA Date: 05/03/13
WITHOUT USING SERIES OR DAISY CHAIN CONNECTION ARRANGEMENTS.
Designed: RCB Date: 05/03/13
Checked: RCB Date: 05/03/13
9. PAINT, ENAMEL, LACQUER AND OTHER ELECTRICALLY NON—CONDUCTIVE COATINGS SHALL BE
REMOVED FROM THREADS AND SURFACE AREAS WHERE CONNECTIONS ARE MADE TO Project Number
ENSURE GOOD ELECTRICAL CONTINUITY.
327-061
Project Title
10. CONNECTIONS BETWEEN DISSIMILAR METALS SHALL NOT BE MADE UNLESS THE CONDUCTORS =.. 1
ARE SEPARATED BY A SUITABLE MATERIAL THAT IS A PART OF THE ATTACHMENT DEVICE MATTITUCK
LISTED AND APPROVED FOR USE WITH THE SPECIFIC DISSIMILAR METALS MAY BE USED FOR
PROPOSED #2 SOLID NYNYNY0228
THE PURPOSE.
BARE TINNED COPPER
11 . ALL BELOW GRADE GROUND SYSTEM CONDUCTORS SHALL BE A MINIMUM DEPTH OF 30" WIRE GROUND LEAD TO FAA #: 10075046
(OR 6" BELOW THE FROST LINE, WHICHEVER IS GREATER). SHELTER GROUND RING
ELIJAHS LANE
12. GROUND RODS SHALL BE INSTALLED IF THE LEAD DISTANCE BETWEEN THE GENERATOR AND MATTITUCK, NY 11952
SHELTER GROUND RING EXCEEDS 16'-0". GROUND RODS SHALL BE SPACED NOT MORE PROPOSED ,P2 SOLID BARE
TINNED' COPPER WIRE GROUND
THAN 16'-0" AND NOT LESS THAN 6'-0" APART.
LEAD FROM SLAB REINFORCING Prepared For:
13. ALL PROPOSED RIGID CONDUITS ROUTED INSIDE SHELTER SHALL HAVE A GROUND LEAD STEEL TO SHELTER GROUND RING M
INSTALLED AND TIED TO THE EXISTING DOWN LEAD AT THE CORNER OF EQUIPMENT []
SHELTER.
Q
14. CONDUIT FROM EMERGENCY STOP TO ATS (RIGID) TO HAVE #2 SOLID TINNED GROUND TIED
TO EXISTING SHELTER GROUND RING IN CONDUIT.
0
Cn
15. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF THERE ARE ANY DIFFICULTIES
INSTALLING GROUNDING SYSTEM DUE TO FIELD C011DITIONS. W cn
En
cn
16. CONTRACTOR SHALL NOT COVER UP GROUND RING AND CONNECTIONS UNTIL AN INSPECTION HAS BEEN Z
PERFORMED. COORDINATE INSPECTION WITH CONSTEUCTION MANAGER. W 6
`�
17. PROVIDE TESTING OF GROUNDING SYSTEM AS DIRECTED BY CONSTRUCTION MANAGER.
Drawing Scale:
18, THE MAXIMUM ALLOWABLE RESISTANCE READING SH`\LL BE 5 OHMS TO GROUND. IF THE RESISTANCE AS NOTED
OF THE ENTIRE GROUNDING SYSTEM AS MEASURED AT THE ARRESTOR BRACKET EXCEEDS 5.0 OHMS,
THE ELECTRICAL CONTRACTOR AND OWNER'S REPRESENTATIVE SHALL BE NOTIFIED SO THAT ADDITIONAL Date:
GROUND LOCATIONS CAN BE UTILIZED. o5io3i13
19. COMPACT BACKFILL OF ALL TRENCHES FOR GROUN)ING RING. SITE SOIL OR #57 STONE MAY BE USED Drawing Title
FOR BACKFILL MATERIALS. CONTRACTOR SHALL OBTIN APPROVAL FOR BACKFILL MATERIALS TO BE z
USED FROM CONSTRUCTION MANAGER.
r
GROUNDING PLAN
0
GROUNDING PLAN
" z
THE CONTRACTOR SHALL VISIT THE SITE BEDRE BIDDING -- SCALE:
ON THE WORK CONTAINED WITHIN THIS DESI(N PACKAGE. _
4' 0 4' 8' Drawing Number
DISCREPANCIES AND OMISSIONS SHALL BE ROUGHT TO
THE ENGINEER'S A TTENTION PRIOR TO BIDDIIG
3
i
I
00
0
(RIGID STEEL CONDUIT 36" OR 6" BELOW FREEZE CD
. � C o
PLUG R SPARE RIGID STEEL
CONDUIT) CONDUIT COUPLING Q
LINE. WHICHEVER IS GREATER GRADE •— < NrnN
L
JOO
WARNING TAPE d
GRADE FINISHED N _J `-
CONTINUOUS _
GRADE
ILL)
Q �0
CADWELD �— •— 0 1=
LJ
N ILL] Lo Lo Q W Q
— — S Q AGGREGATE C N
COMPACTED EARTH w o � SURFACE �
PVC SCHEDULE 40 BACKFILL o LL_ z CD
SIZE AS SHOWN ON J cn
RIGID STEEL LAYOUTS CONTINUOUS 1`0o ILLCONDUIT GROUND RING. m w
SIZED PER _
GROUNDING DETA I
RIGID STEEL TO �
GROUND ROD COPPERWELD
PVC ADAPTER 5/8"0x10'-0" LONG 64 '}
MIN. i
XI
UNDERGROUND UTILITY STUB-UP V
NOT TO SCALE UNAUTHORIZED ALTERATION OR ADDITION
\E7
APPLICABLE STATE AND/OR LOCAL LAWS
3 TRENCH DETAIL FOR GROUND LEAD TO THIS DOCUMENT IS A VIOLATION OF
NOTE: COPPER-CLAD STEEL NOT To SCALESEE SHEET E1 FOR LOCATION AND ADDITIONAL INFORMATION. 2 GROUND ROD (IF REQUIRED)
-- NOT TO SCALE
3 ISSUED FOR CONSTRUCTION CAA 6/13/13
2 NOT FOR CONSTRUCTION CAA 6/10/13
1 NOT FOR CONSTRUCTION CAA 5/31/13
0 NOT FOR CONSTRUCTION CAA 5/03/13
No. Submittal/Revision App'd Date
Drawn: CAA Date: 05/03/13
Designed: RGB Date: 05/03/13
Checked: RGB Date: 05/03/13
Project Number
327-061
SHELTER WALL FEEDER Project Title
STEEL SLEEVE (TYP) MATTITUCK
(NYNYNY0228)
CAULK W/ PDXY PASTE FAA #: 10075046
ADHESIVE OR EQUIVALENT
ELIJAHS LANE
HYDRA STOP 300 POLYURETHANE
I
FOAM GROUT OR EQUIVALENT MATTITUCK, NY 11952
Prepared For:
v
CL PIPE
(SIZE VARIES) TOWARD EARTH GROUND (DIRECT Z
CURRENT FLOW CLOCKWISE FOR ALL 0
RINGS) Cf,
Q �
112" (TYP) NOM 4" DIA (OR SMALLER) ELECTRICAL Z En
METALLIC TUBING OR STEEL CONDUIT W
NOM 1 " DIA (OR SMALLER) SCH 40 (OR
4" (TYP) HEAVIER) STEEL PIPE
5 GROUND CONDUCTOR CONNECTION Drawing Scale:
-- NOT TO SCALE AS NOTED
NOTE: CONDUIT ANCHORAGE IS REQUIRED Date:
NEARBY TO PREVENT PIPE 05/03/13
MOVEMENT THRU PENETRATION
Drawing Title
PIPE PENETRATION
4 THRU SHELTER WALL ELECTRICAL AND
GROUNDING DETAILS
NOT TO SCALE
Drawing Number
E4