HomeMy WebLinkAbout27755-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-28916 Date: 10/07/02
THIS CERTIFIES that the building NEW BUILDING
Location of Property: 49400 MAIN RD SOUTHOLD
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 70 Block 7 Lot 5
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 14, 2001 pursuant to which
Building Permit No. 27755-Z dated OCTOBER 5, 2001
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 GAS COMPRESSOR STATION WITH 7 FOOT FENCE. ZBA #4944 DATED 7/12/01.
The certificate is issued to KEYSPAN GAS EAST CORP
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N 580153 01/03/02
PLUMBERS CERTIFICATION DATED N/A
tut rized Signature
Rev. 1/81
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. 27755 Z Date OCTOBER 5, 2001
Permission is hereby granted to:
HENRY P SMITH
HOBART ROAD
SOUTHOLD,NY 11971
for .
CONSTRUCTION OF A GAS COMPRESSOR STATION AND 71FENCE PER PLANNING
BOARD AND ZONING BOARD DECISION ##4944 .
at premises located at 49400 MAIN RD SOUTHOLD
County Tax Map No. 473889 Section 070 Block 0007 Lot No. 005
pursuant to application dated SEPTEMBER 14 , 2001 and approved by the
Building Inspector.
Fee $ 150 . 00
Authoriz Signat e
ORIGINAL
Rev. 2/19/98
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT 242002
TOWN HALL
765-1802
711 I
APPLICATION FOR CERTIFICATE OF OCCUPANC - -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 from Health Dept. of water supply and sewerage-disposal(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 1%lead.
5. 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:
1. Accurate survey of property showing all property lines, streets,building and unueual natural or topographic
features.
2. A properly completed application and a 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. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool$25.00, Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$25.00
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
4q��� Hadi o 1d sal
Location of Property:
House No. Street Hamlet
Owner or Owners of Property: AA�jl
Suffolk County Tax Map No 1000, Section 070 -Block-000 7 Lot 06
Subdivision Filed Map. Lot:
�/
Permit No. 2_115S Z Date of Permit. /0&&W Applicant: . SM %t ! ✓)
Health Dept. Approval: A)/A Underwriters Approval:
Planning Board Approval: Y 13�0700! OO
Request for: Temporary Certificate Final Certificate: _� (check one)
Fee Submitted: $ .50 . 00
rJZ C_ Cp_z S Applicant Signature
f APPEALS BOARD MEMBERS
Southold Town Hall
R Gerard P. Goehringer, Chairman h� Gy 53095 Main Road
P.O. Box 1179
James A. To o,ra Z Southold,New York 11971-0959
� Lydia A. Tortora �, nr
Lora S. Collins a*% • !'F ZBA Fax (631) 765-9064
George Horning Ql �a0 Telephone(631) 765-1809
BOARD OF APPEALS
TOWN OF SOUTHOLD
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF AUGUST 28, 2001
Appl, No. 4944— KEYSPAN/LIPA (Henry Smith, Owner) Parcel: 1000-70-7-5
STREET & LOCATION: 49400 Main Road (Route 25), Southold
DATE OF PUBLIC HEARING: July 12, 2001
FINDINGS OF FACT
PROPERTY FACTS: The subject property is a vacant one-acre lot in Southold with
frontage of 281 feet on Main Road and 233 feet on Main Bayview Road. It is zoned
General Business. Business uses occupy the adjacent parcels on the East (service
station) and West (plumbing and heating business).
APPLICANT'S REQUESTS: Keyspan East Gas Corp. (Keyspan) proposes to purchase
the subject property for construction of a gas compressor station. Under this appeal,
Keyspan requests a Special Exception for the proposed use, pursuant to Code section
100-101(13)(1), and a variance authorizing a security fence higher than the 6 feet (front
yards) and 6-1/2 feet (other yards) authorized by Code section 100-231(A). The
Building Inspector issued a Notice of Disapproval denying the proposed fence on
February 13, 2001.
REASONS FOR BOARD ACTION, DESCRIBED BELOW: On the basis of testimony
presented, materials submitted and personal inspection, the Board makes the following
findings:
1. Keyspan proposes to close an existing compressor station in Mattituck and
relocate the equipment to the Southold site. The new station will be substantially the
same as the existing one and will serve the same purpose—a backup that is called into
use occasionally when pressure in the distribution system falls below standard. it will
be unmanned except when in actual use.
2. Keyspan submitted site plans showing extensive landscaping including
earthen berms topped with shrubs. The proposed chain-link fence measures 7 feet
from grade plus a maximum of 14 inches of support bars for barbed wire at the top. It
will be faced with cedar paling.
3. At the hearing and by letter, neighbors submitted detailed recommendations
regarding landscaping. A letter from applicant's attorney, dated August 14, 2001,
states that these recommendations have been reviewed and are reflected in revised
plans for the site.
Page 2—August 28, 2001
Appl. No. 4944—Keyspan/LIPA
1000-70-7-5 at Southold
4. Plans submitted by applicant show that the fenced compressor enclosure
measures 60 x 125 feet, and state that only 6.5 percent of the property will be paved.
Vehicular access will be from the Main Road at a location that has been approved by
the State Department of Transportation,
5. The site will be lighted only when in actual use and lighting will be shielded to
fall only on the equipment area.
6. With respect to the Special Exception request, the Board finds and
determines the following in accordance with Code section 100-263:
(A) The proposed use will not prevent the orderly and reasonable use of
adjacent properties, or of properties in the adjacent use districts, or of permitted or
legally established uses in its use district or in adjacent use districts.
(B) The safety, health, welfare, comfort, convenience and order of the
Town will not be adversely affected by the proposed use and its location.
(C) The proposed use will be in harmony with, and promote the general
purposes and intent of, the Zoning Code, and will be compatible with its surroundings
and with the character of the neighborhood and of the community in general.
(D) The structure and the property generally will be readily accessible for
fire and police protection.
7. With respect to the Special Exception request, there are no adverse findings
from a review of the matters to be considered under Code section 100-264.
8. Applicant proposes a 7-foot chain-link fence with barbed wire at the top for
the protection of the compressor facility and safety of the public. The fence will be
faced with cedar paling and will be screened by landscaping. The proposed use is one
permitted by Special Exception, and the fence is an integral element of the use. For
these reasons, grant of the requested variance will not produce an undesirable change
in the character of the neighborhood or detriment to nearby properties.
9. There is no evidence that grant of the requested variance will have an
adverse effect or impact on physical or environmental conditions.
Page 3—August 28, 2001
Appl. No. 4944—Keyspan/LIPA
1000-70-7-5 at Southold
10. The action set forth below is the minimum necessary to enable applicant to
construct a needed gas compressor station while preserving and protecting the
character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION/ACTION: On motion by Member Collins, seconded by Member Dinizio,
it was
RESOLVED, to GRANT the Special Exception as applied for, and
FURTHER RESOLVED, to GRANT a variance authorizing the security fence as
proposed, in both cases subject to the following CONDITIONS:
the site.1. Applicant shall continuously maintain all shrubbery and other landscaping at
2. The Board shall have the right to review and enhance the landscaping and
lighting after completion, and after a Certificate of Occupancy is issued if plantings are
not in good growing condition and properly maintained.
This action does not authorize or condone any current or future use, setback or
other feature of the subject property that violates the Zoning Code, other than such
uses, setbacks and other features as are expressly addressed in this action.
Vote of the Board: Ayes: Members Goehringer (Chairman), Dinizio, and Collins.
(Member Horning of Fishers Island was absent-ex d; Member Tortora was absent
due to illness.) This Resolution was duly a ed (3-0
proved for Filing - Gerard P. Goe ringer
Chairman �%/
THE NEW YORK BOARD OF FIRE UNDERWRITERS PAr:;E 1
11351 s�1 BUREAU OF ELECTRICITY
40 FULTON STREET, NOW YORK, NY 10038
Date -JANUARY 03,2002 Application No. on file 13.307001/01 N 5RQ1].53
THIS CERTIFIES THAT
only the electrical equipment as d scribed below and introduced by the applicant named on the above application number is in the premises of
XEY SPAN, 1 AIN STREET, SOUTHOLD, NY
in the following location- ❑ 6zsement ❑ 1st Fl. ❑ 2nd Fl. OUT Section 70 Block 7 ,Lot �
was examined on PEiCEMEiE1+ 1R,2001 and found to be in compliance with the National Electrical Code.
FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS
OUTLETS I ICANctSCENt FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. N.P.
DRYERS FURNACE MOTC RS -FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTISYSTEMS-OUTLET
DIMMERS
AMT. K.W. OIL N.P. GAS N.P. AMT. NO. A.W.G. AMT. AMP. AMT. AM►E. TRANS. AMT. N.I. NO.OF FEET AMT. WATTS
SERVICE DISCONNECT NO.OF S E R _ V I C E
MITER _ NO.Oi CC CONI). A. C:. A. .6. A. G.
AMT. AMP. TYPE EQUIP. 0 3W 1 0 3W 3•3W 3 6 4W ►iR a O!CC.GOND. NO.OF HI-UG OF NI•lE0 NO.Of NEUTRALS OF NEUTRAL
1 400 CF 1 X 1 500 1 500
OTHER APPARATUS:
DISCONNF;CTS To EXIS f-I:NG E 01.IMIENT-
25AA-1 _
6(4A-1.
40A-1
15A-1
L w.rL
C'0RP.ELEC.TE r..tiN, TNC. LIC.#4 388
2719 GRAND AVENUE GENERAL MANAGER
RT,11.440RE , 1\Y, 1171.0
Per
This certificate must not be altered In any m nner;return to the office of the board If Incorroct. Inspectors may be Identified by their credentlolE.
2 -d nRR4pR/.9A T Q Hnq I q I Hmr4mnn d/.R :;PT ?.rl /.T un
PLANNING BOARD MEMBERS
BENNETT ORLOWSKI,JR. �OSVFFO�� P.O. Box 1179
Chairman 0 C� Town Hall, 53095 State Route 25
WILLIAM J.CREMERS �� G'f' Southold, New York 11971-0959
KENNETH L.EDWARDS O Telephone (631) 765-1938
GEORGE RITCHIE LATHAM,JR. N = Fax (631) 765-3136
RICHARD CAGGIANO O
wool dap!
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD _
tin f$.. I �
MEMORANDUMI O ,-,UT1<: a �uTr�od_o
To: Michael Verity,Principal Building Inspector
From: Victor L'Eplattenier,Senior Plann cP1
Re: Keyspan Gas Compressor Station
NYS Rt. 25,Southold,N.Y.
SCTM: 1000-70-7.5
Date: June 11,2002
Planning Department staff made an inspection of the above site on June
4,2002.
All elements of the approved site plan,including revised landscaping to
improve the buffering of the site,are now complete.
The Planning Board therefore recommends that the Certificate of
Occupancy be issued.
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, N.Y.
NOTICE OF DISAPPROVAL
DATE; February 13 2001
TO Patricia Moore A/C Keyspan
51020 Main Road
Southold NY 11971
Please take notice that your application dated January 24, 2001
For permit for perimeter security fence at
Location of property 49400 Main Road Southold
County Tax Map No. 1000 - Section 70 Block 7 Lot 5
Subdivision Filed Map # Lot#
Is returned herewith and disapproved on the following grounds proposed fence not permitted pursuant
to Article XXIII Section 100231 which states-,
When located in the front yard of residential zones the same shall not exceed four 4 feet in hei2ht
When located in the front yard of nonresidential zones the same shall not exceed six (6) feet in height
Proiect located in a nonresidential zone heieht indicated at seven (7) feet
Authorized ature
PATRICIA C. MOORE
Attorney at Law
51020 Main Road
Southold,New York 11971
Tel: (631) 765-4330
Fax: (631) 765-4643
Margaret Rutkowski
Secretary
September 14, 2001
Southold Building Department
att: Mike Verity
Southold Town Hall
Southold, NY 11971
BY HAND
RE: Keyspan Southold Compressor Station
Dear Mike:
Enclosed are four sets of Plot Plan, Foundation Details,
Foundation Location & Dolomite Plan for the above referenced
project.
Also enclosed is the approved site plan for the project and my
check in the amount of
If you have any questions, please do not hesitate to contact
me.
Very tru�y yours,
PATRICIA C. MOORE
PCM/mm
CC: Helen Duffy & Ken McCarthy
;,
SEP 4
— -- . yam, i
App l icant/ // Date
Owners Name: Gnu s rr / , vv,t `GT— Reviewed:
Architect Date
Engineer: Submitted: / G'
SCTM #-
District 1,000 Sec�on: - I& Block: 7 Lot: _�5-
Project �
n „ /n Subdivision
Location: CLC.� /Czk/ �t7 �----- Name:
Single & separate Required
certification: (Yes/No �(7
Rey. Rcy ----
Zoning District V ILoI size: 3n O-U 0 Acmal t'
—f---- S I (Lot coverage I'rotxised
Rey. {� Req.
(From Yard Pred: P [Side Yard ProReq.
posed: J [Rear Yard Proposed' I
Project Description: (o to 12r e-Ss z,r 'LL
AGENCYERMITS Permit
REQUIRED FOR REVIEW N.A. NO YES Number
Suffolk County Health Dept. _z
New York State D. E. C.
Town Trustees
Town Zoning Board approval: _ _y
Town Planning Board approval:
Flood Plane Elevation???
Flood Zone:
Notes.:
- r
�p0. g . _ ���„
....................
KCS
765-1802
BUIL G DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS LATION
[ ] FRAMING [ FINAL
[ J FIREPLACE & CHIMNEY
REMARKS: C-o
DATE �� �� Gyri INSPECTOR
765-1802
BUILDING DEPT.
NSPECTION
[ FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY /
REMARKS: Z2 A� � /L ��4- /�4 7�-
���,A -
DATE D �J1 INSPECTO
azlv
i U ry iv up 3u u 1 ttut.L
BUILDING DEPARTMENT, _ tsu1L1)1N l 1-LKlv111 APPLi(-A fiON (;1- ECKLlS
TOWN HALL, Do you have or need the following,before applying
SOUTHOLD, NY 11.971 "� Board of Health
TEL: 765-1802 3 sets of Building Plans
PERMIT NO. Survey
775 Check
Septic Form
N.Y.S.D.E.C.
Examined � � 20dZ Trustees
Contact:
Approved , S� 20_ 1
Disapproved a/c _ Mail to:
Phone:
Building Spector
APPLICATION FOR BUILDING PERMIT
INSTRUCTIONS Date 20—
a. This application MUST be 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 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 a Certificate of Occupan
is issued by the Building Inspector.
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, housingrade, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
" (Signature of applicant or name, if a corporatio
S/O Z p Ine? Vic/ So olc�
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(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.
Other Trade's License No.
1. Location of land on which proposed work will be done:
M a/n ad '56 to%akd
House Number Street
Hamlet
County Tax Map No. 1000 Section •7 p Block 7
Subdivision Lot
(Name)
Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Va e 4Z-r,,t
b. Intended use and occupancy &0-5 �rn /t'SSor
3. Nature of work (check which applicable): New Building_✓ —Addition
Repair Removal Demolition ---- _Alteration
Other Work
Estimated Cost Fee (Description)
(to be paid on filing this application)
If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
If business, commercial or mixed occupancy, specify nature and extent of each type of use. '8V611r55
Dimensions of existing structures, if any: Front LID f /
Height_rent - -71 Number of Stories Rear 1/0 -10- Depth_//e -t /ya
Dimensions of same structure with alterations or additions: Front
Rear
Depth Height Number of Stories
Dimensions of entire new construction: Front /V 0
Height �� 7 ' Rear 410 t Depth_
Number of Stories
lul
Size of lot: Front �A�rts d/$ Reai — �`'� us e . c J
Depth
0. Date of Purchase Name of Former Owner
I- Zone or use district in which premises are situated
2. Does proposed construction violate any zoning law, ordinance or regulation: IVP_ - SpeceQj le e�
3. Will lot be re-graded NO Will excess fill be removed from premises: YES NO
4. Names of Owner of premises- /fesrry Srnfl� Address
Name of Architect Phone No.
Name of Contractor Address Phone No
Address Phone No.
5. Is this property within 100 feet of a tidal wetland? *YES___NO
• IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED
6. Provide survey, to scale, with accurate foundation plan and distances to property lines.
7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
TATE OF NEW YORK)
'OUNTY OF S✓Hn//Z SS:
` ,- 1✓(Ct k ('- MOOI1-Q
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
�)1lc is the
( ntractor, Agent, Corporate Officer, etc.)
f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
iat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
erformed in the manner set forth in the application filed therewith.
wor}i to e re me this �
day of 200/ —�
YNotary Public
CLAIRE L GLEW Signature of Applicant
Notary public,State of New York
No.01GL4879505
Qualified in Suffolk CO!yQty_,__����
Commission Expires Dec.8,{f3:1SLd>
1 2 3 4 5 6 7 8 9 10
21'-0" MATERIAL REQD FOR ONE EACH FDN
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'o �j Q ¢ Z ¢ N ❑11 NEOPRENE PAD (3 X 6 PLACES AS SHOWN) I I m 6 - 1/2" THK X 8" X 31" NEOPRENE PADS
11111 °ul 24" DIA. 50 SO FT 4 X 4 4/4 WELDED WIRE MESH
N 6 111 1 1 111
a ________ __ c _____ _ =r_ -o_ ____ _ ___ _ _____o _____ 58 3A1 #3 X W-2"
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Il I TYP 1/2" THK X 8" WIDE X 31" LONG iiii * D 00 14 6A2 #6 X 8'-6" SIR
1u rill NEOPRENE PAD (3 PLACES EACH END) I IIT 22 - CUBIC YARDS CONCRETE G
4,_6" 4,_6" 4'-6" 4'-6' NII — — — — — — _ — _ — — — IUI
N 1111 zi
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KEY PLAN - ---------------
6
`n
-" PIER PLIW a 50 SQ FI 4 X 4 4/4 WELDED WIRE MESH
PLACE NEOPRENE MAT ON TOP OFF IISHED CONCRETE SLAB T/C EL 99.50' ° 4 ABB 3/4" X 2'-2" ANCHOR BOLTS W/ 4" HOOK
IMMEDIATELY PRIOR TO SETTING COM RESSOR INTO POSITION LEVEL & TRUE a O 5 #3 x 8'-10 (30" DIA. + 12), �b•
21'-0' ;,� 8 #5 x 4'-0" STR
n
10'-6" 10,_6„
4 ABC 5/8" X 1'-10" ANCHOR BOLTS W 3 HOOK
TOP OF 0C 5 #3 x 6'-0" (19"DIA +12)LJ
B 20-MK 3A7 ® 12" EF "' E� 99.00'LomTE 8 #5 x S-0" SIR
20-MK 3A2 ® 12" EF `O ® CH
#5 4 ABB 334' 6'2'-2(19N(19-DIA
BOLTS W/ 4" HOOK
7'-0" 5'-O" COMPRESSOR FOUNDATION VIBRATION MAT ARRANGEMENT LAYOUT C
3/16" = V-0" 1 2 3/8" CL 0D 3 #3 x 8'-10 (30" DIA. + 12) Ob.
B5 1/2
W.W.F. � 8 #5 x 4,_5 3/8„ 4 015 3/a•
5 1/2"
J
N .1/JL
\ M
M PAD t C� SWITCH SUPPORT FOUNDATION
NOTES
C I
24 - MK ABB 5 1/2 1. FOR GENERAL NOTES AND QUANTITY OF FOUNDATIONS REQUIRED
— — — — — — — — — T- 42-MK
— — — — — — — — — �j 5 1/2' SEE FOUNDATION LOCATION PLAN.
- - - - - - - - - - - - - - - ANCHOR BOLT PLAN
2. FOR EMBEDDED CONDUIT PENETRATION LOCATIONS SEE
4A2 ® 6' TOP & BOT I 36" DIA. ELECTRICAL DRAWINGS
O N
#5 (TYP.) #3 TIE MP)
w I � � COMPRESSOR & FDN ODA1 I C � REFERENCE DWG
® � 4 - MK ABB SHGCY-FA-21000 LANDSCAPE PLAN & SPECIFICATION
o I SHGCY-FC-01000 PLOT PLAN
SHGCY-FC-01001 FOUNDATION LOCATION & DOLOMITE PLAN
Gam' SHGCY-FC-21000 GRADING, DRAINAGE, PAVING & FENCE PLAN
m ^� I I I I 36" DIA. SHGCY-FS-01000 STRUCTURE LOCATION PLAN
�A T C EL 99.50' '�� o' SHGC_-FS-020DO MISCELAENOUS ELECTRICAL SUPPORTS
m m 24" DIA. ERECTION & SHOP DETAILS
D a I I c3 ® I LEVEL & TRUE °- - #5 (TYp) SHGC_FS-02001 ELECTRIC CABINET & METER SUPPT ERECTION
J-- — — — — — — — — — — — — — — — I DRAWING
—1 d ? #3 TIE (NP) SHGC_FS-32000 60 PSI GAS MAIN LARGE BORE PIPE SUPPORTS
C(, Z" o ERECTION & SHOP DETAIL DRAWING
- - - - _ - - - - - - - - - _ - - - I `° TOP OF 7_`
DOLOMITE 0"
EL 99.00' NOTE: CONDUIT PENETRATIONS THROUGH
N COMPRESSOR FOUNDATION SLABS ARE CRITICAL,
PAD z 3/g" a PIER AI FOOTING PLAN FIELD TO VERIFY ACCURACY OF INSTALLED
UNDERWRITERS CERTIFICATE ;:� a T/C EL 99.50' a LOCATIONS PRIOR TO PLACING CONCRETE. WORK
REQUIRED N THIS DRAWING WITH THE ELECTRICAL DWGS.
LEVEL & TRUE
8-#5
TOMITE OP OF
OCCUPANCY OR E 9'-O• 5'-0 ® ® EOL99.00'
USE IS UNLAWFULOF
�E St PS pNURtE U'
WITHOUTATE PLAN B
2 3/8" CL
EQUIPIPIPE SUPPORT FOUNDATION QQB
M
OF OCCUPANCY
COMPRESSOR FOUNDATION QQAI AS SHOWN
APP VEDASNOTED 1 T/C EL 99.50' OPP HAND qoF 05699, �,?
moi 7 S� - LEVEL & TRUE COMPRESSOR FOUNDATION OOA
6" 6' 1/2' PREMOLDED
F� /y-n JOINT FILLER 6" 1/2" PREMOLDED
NOTIFY B ILDING OEPAR E T MK 4A2 (TOP) 6" JOINT FILLER `� �'. ` ' � ' /Q�U
766.1802 AM TO 4 PM FOR 8 x' MK 4A1 TOP 1/2" THK NEOPRENE VIBRATION MAT /
FOLLOWING INSPECTIONS:
( ) 1 2" MAT TOP OF ELECTRICAL CABINET FOUNDATION
1. FOUNDATION . TWO REGUIR D "' "' oODWAM
FOR POURED CONCRETE DOLOMITE IN ACCORDANCE WON NEW YORK MO
S ROUGH -fRAMINO i FLUMBI 0 F o EL 99.00' "`� Q NDAIIGN OF THIS DN 1209. SUMMON B 1,
1�EE' 1EFINIDN OF 1X11 DOCUMENT, E%CEPF BY A
1 �-" NCFNSED PRDFESBIDNAI FNCINEER IS INEGIL
8, INSULATION
�16y�AL�1#1LETE RC,p,ION NU 1 1 MK 3A1
6 A0L KsySpan Energy Delivery
— 11
ALL EiONSTRUCTION SHALL ME J _ SOUTHOLDDCOc�PRESSOcR STATION
THE: REQUIREMENTS OF THE IN Y. MK 4AI (BOT) 4 X 4 4/4 W.W.f. 4 X 4 4/4 W.W.F.
STATE CONSTRUCTION i ENER Y � �. MK 4A2 (BOT)
CODES. NOT RESPONSIBLE F R v MK 3A1 MK 3A2
DFSR3N OR CONSTRUCTION ERRO S o MK 3A2 FOUNDATION DETAILS — SHEET 1
RK
WELL COMPACTED SUB-BASE -
n 2-MK 6A2 EQUALLY SPACED EF 2-MK 6A2 EQUALLY 2-MK 6A, EQUALLY GAS ENGINEERING
3 - 6A2 3 - 6A2 SPACED EF 3 - 6A1 SPACED EF 3 - 6A1 KeySpan Enfnnring & Survey. Inc.
PROACF ID: 49187 1 Eclat Ow Cots" Rana
NIdNMN., Nn Y.4
ErrcINEERING CONFAOT D /DE/o, Tim amaN&IssRc FOR cONSTRU noN ft n.e. scaEE
TYP ALL AROUND 1'-D° AA=A BB=B Nom" D"" PNONE 'rtl-w1a N . BALE Dw.O. DFSCRIPDON DAN BY CKO er APPD APO i/2 12Dn '-D" UNO O�wc�liD
TYP ALL AROUND 8" DEIGN MAU
daM1n D]InNOf. PHONE .191-95DN f699710D dwg om ND. SHGC_FC-06000-0
MINEF NO. FDUIER NO,
GMD NUMBER 1 1 n I 79Q
DRCURB CUT & SPECIFICATIONS FOR FOUNDATION CONSTRUCTION --'I
' M'S
MAIN ROAD (N.Y.S. 25) DRIVEWAY
RAMP PER i STANDARD SPECIFICATION EXCAVATION & BACK FI
I I
EXIST. 6.1-60# GM
1. EXCAVATION REQUIRED FOR THE CONSTRUCTION OF FOUNDATIONS SHALL BE ACCOMPLISHED TO PROPER
BOTTOM ELEVATION. OVER EXCAVATION SHALL BE BACK FILLED AND COMPACTED IN MAXIMUM SIX
- - , (6') LIFTS AS REQUIRED TO RE-ESTABLISH PROPER BOTTOM ELEVATIONS (SEE NOTE 3 BELOW).
I 2. AFTER FOUNDATION CONSTRUCTION HAS BEEN COMPLETED AND ALL FORMS REMOVED, ALL FOUNDATION
" r I EXCAVATIONS SHALL BE BACK FILLED WITH FILL MATERIALS SUITABLE FOR GOOD DRAINAGE. it
' EXCAVATED MATERIALS CONTAINING LARGE AMOUNTS OF CLAY, ORGANIC MATERIALS, BOULDERS,
BROKEN CONCRETE, PAVING OR OTHER DEBRIS SHALL NOT BE USED FOR BACK FILL.
3. ALL BACK FILL SHALL BE PLACED IN MAXIMUM SIX (6') INCH LIFTS AND COMPACTED TO MINIMUM
95% MODIFIED PROCTOR DENSITY.
_ 4. AFTER FOUNDATION CONSTRUCTION AND BACK FILL OPERATIONS IS COMPLETE, FINISH STATION `
] _ I GRADES SHALL BE RE-ESTABLISHED. ANY AND ALL EXCESS EXCAVATED MATERIALS SHALL BE REMOVED
AND DISPOSED OF, OFF SITE. AT NO COST TO KEYSPAN,
5. IF SIGNIFICANT AMOUNTS OF SILT, CLAY OR ORGANIC MATERIALS ARE ENCOUNTERED AT THE BOTTOM ,,
15' WIDE I OF FOOTING EXCAVATIONS, THE UNACCEPTABLE MATERIALS SHALL BE REMOVED TO A MINIMUM DEPTH
{ MACADAM OF 24 INCHES BELOW BOTTOM OF FOOTING FOR AN AREA AT LEAST 12 INCHES LARGER THAN THE i
J DRIVEWAY I TIMBER RETAINING WALL FOOTING ON ALL SIDES AND REPLACED WITH CLEAN GRANULAR STRUCTURAL FILL SUITABLE FOR GOOD
(NEW) DRAINAGE PLACED IN ACCORDANCE WITH NOTE 13 ABOVE.
PRECAST GONG TRANSFOMER FORMWORK
FOUNDATION (M&S U&S 86'-0' 1. ALL FORMS USED FOR THE CONSTRUCTION OF THE FOUNDATIONS SHALL BE TIGHT, WELL BRACED, AND
FOOTING & WALLS. M&5 I
131117 TOP SLAB) 1 CONFORM TO THE SHAPE, LINES AND DIMENSIONS OF THE FOUNDATIONS AS SHOWN ON THIS DRAWING - 1
AND DETAILED ON DETAIL DRAWING SNCC_-FC-06000. {
T/C SLAB EL 99.50 30'-0' CAST IN PLACE ITEM
I. REINFORCING MATERIALS SHALL BE AS FOLLOWS, „I
I i SWITCH SUPPT
LIMITS OF PAVING (SEE I DOC FOUNDATIONS A REINFORCING BARS SHALL BE GRADE 60 BILLET STEEL IN ACCORDANCE WITH ASTM A-615,
SHGCY-FC-21000) T/C EL 99.50' B. WELDED WIRE FABRIC USED FOR REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-185.
ail
2. CONDUIT AND/OR SLEEVES SHOWN AND CALLED FOR ON ELECTRICAL OR MECHANICAL DRAWINGS SHALL
BE ACCURATELY POSITIONED AND PROPERLY SUPPORTED PRIOR TO PLACING OF CONCRETE.
F'
a
CONCRET
HP PAVING ELEVATIONS '• ~
E--
ri 2 OA COMPRESSOR WITHIN FENCE = 99.0', 1. ALL CONCRETE SHALL BE READY MIX AND DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSIFOUNDATIONS AT 28 DAYS AS DETERMINED BY ASTM-C-94 WITH THE FOLLOWING MINIMUM REQUIREMENTS:T/C EL 99.5 ' L.P. ELEVATIONS AT DRAIN A, MINIMUM SIX (6) SACKS OF CEMENT PER CUBIC YARD CONCRETE
IINLETS F 98.T (SEEI8. MAXIMUM WATER/CEMENT RATIO SHALL BE 6 GALLONS PER SACK OF CEMENTC. MAXIMUM AGGREGATE SIZE SHALL BE ONE AND ONE HALF (1 1/2") INCHES-I 4-6• 4'-6' 4'-6" 4'-6' SHGCf-FC-21000) D, MAXIMUM SLUMP SHALL BE FOUR (4`) INCHES t1'
E. THE ENTRAINED AIR CONTENT SHALL BE FIVE (57) PERCENT WITHIN LIMITS OF ONE (IX)
2 000 ELEC CAB SUPPT
FOUNDATIONS PERCENT.
- x T/C 0. 99.50' :r. 2. MATERIALS: -
10'-0" I A. ORDINARY TYPE I PORTLAND CEMENT IN ACCORDANCE WITH ASTM A-150
'ol I I 7'-0" HIGH CHAIN LINK B. AGGREGATE SHALL BE CLEAN, BROKEN ANGULAR MATERIAL IN ACCORDANCE WITH ASTM C-33
FENCE SEE SHCCY-FC-21000 C. WATER SHALL BE POTABLE AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIES,
b ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES,
I$ •va 3 MIXING, PLACING, CURING AND PROTECTION OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI CODE
301. CONCRETE SHALL NOT BE PLACED UNTIL
L
s AND ANY OT ER a
o zH EMBEDDED ITEMS HAVE ,
o o I
o I BEEN PLACED, PROPERLY SUPPORTED AND THEIR LOCATIONS APPROVED BY THE KEYSPAN FIELD
T � b f • � � I ENGINEER.
�i ��' r CAS COMPRESSOR r a Y 4. TOPS OF ALL FOUNDATIONS SHALL BE SCREEDED LEVEL AND TRUE TO FINISH ELEVATION AND BE
• v A } ( GIVEN A WOOD FLOAT FINISH WITH STEEL TOOLED EDGES. '
3'-0'
of c 3'-0• I 3'_p• 3-0• I 5. DIMENSIONS SHOWN IN PIAN ARE TO CENTERLINE OF FOUNDATION UNLESS SPECIFICLY NOTED OTHERWISE.
N t
REFERENCE DRAWINGS
' �— - -
— T r o — T— 4 _ — — —^ — _ j,. I N ~ I k SHGCY-FA-21000
LANDSCAPE PLAN & SPECIFICATION
_ EAST/WEST AXIS LINE
SHCCY-FC-21000 GRADING, DRAINAGE, PAVING & FENCE PLAN I "�
kl`,, p, •' •Y. SHGCY-FC-01000 PLOT PLAN
" T SHGCY-FS-oiboo STRUCTURE LOCATION PLAN
o I SHGC_ FC,-06000 FOUNDATION DETAILS - SHEET 1 r
1 - PRECAST CONCRETE 6'_iD�• _ SHGC_ FS-02000 MISCELAENOUS ELECTRICAL SUPPORTS ERECTION & SHOP DETAILS
., CJS TELEMETERING CABINET 1 -7 15'-0* 2'-4j" SHGC -FS-02001 ELECTRIC CABINET & METER SUPPT ERECTION DRAWING
FOUNDATION (STAND-HC-11000) I LIMITS OF 3' LAYER OF 3 4" SHGC_-FS-32000 60 PSI GAS MAIN LARGE BORE PIPE SUPPORTS ERECTION & SHOP DETAIL DRAWING
T/C EC 99.50' " 1 SWITCH SUPPT DOLOMITE PLACED OVER WEED SHGC_-FY-05000 GRADING; PAVING & FENCE PETS
OOC CONTROL FABRIC. TOP OF
FOUNDATIONS 1
T/C EL 99.50' �� I DOLOMITE EL 99.00'
F7.
0' 95'-0' 30'-0" 0„
I
125'-0" I f
F
uj
3 006 PIPE SUPPT Z I PtE or w
FOUNDATIONS J s_
) T/C EL 99.50 I o�P ✓•N��ey ,
(n
x �
i
q
l
I
IN ACCORDANCE WON NEW YORK STATE .R
EDUCTION UW SECTION 7209. SUBOMSION 2.
ALTERATION OF MI5 pOCVyFNi, IXCFPf IX A
P� KssyySpan' Energy Delivery
SOUTHOID COMPRESSOR STATION
ry .. . - . .� SOUTHOLD, NEW YORK
X1,
FOUNDATION LOCATION & DOLOMITE PLAN
r GAS ENGINEERING
. 1 fi000D EMANFFA1No FOR INLR IKVTSIJN PERFORMED W (EfSRW
PRa[cr m. 49187 o7R7Ai 2029 E�Li ,mz t sua.Nx,1C RDIM SGEAWM RSOFD 'co K�ySp00 ED�1nNring dT SUrveyR Inc.
1 _ - FOR WISIRLCRON - 1 CRM Ow ng Read ` r l\'�• r+
- - Hkw b. Nww YM
iNOWEEIIING CavrACr O 3/]0/00
TIMI
MI9+d louR la P„a9h A
v „ JOAn Dum PHONE 391-dp16 0209 OWN fff CND BY APPA APPA NO NO
r-
I;, rue oAn: woe pEscrnPTrox AS NOTED
OkS a CONTACT
JOM L Nfl PRONE •2I-d1M WAAN COs FltE NO
T6994o01.awy . Up NO SHGCY-FC-01001-1
CAR.,NO Town No.
I(JI aaoxuueER 10 728B
DRAINAGE CALCULATIONS
RETENTION CAPACITY REQUIRED FORA 2" RAINFALL (Vc = AIRIC)
A = CONTRIBUTING AREA (SF) N
R = 2" RAINFALL (.17 CF/SF)
Y C = COFFICIENT OF RUNOFF FROM DRAINAGE AREAS (')
Lm a GOT a2
CONCRETE CURB CUT & PAVED AREAS SHALL BE SLOPED TO DIRECT RUNOFF FROM IMPERVIOUS SURFACES TO TWO
DRIVEWAY RAMP PER NYS (2) DRY WELL COLLECTION/LEACHING POOLS HAVING A TOTAL RETENTION CAPACITY OF LOT I, i101MV "
MAIN R ( N. Y. S. 25 ) STANDARD SPECIFICATION 1042 CF. J
WT 4
- - — O ,o Vc(1.0) = 2,883 SF x 1.0 x 0.17 CF/SF = 490 CF < 1042 CF
0 WT lO WT�O4b LOT 21.1
/ NEW CURB E%TENOEO TO PROPORIY LINES EXISTING EDGE OF ROAD • RUNOFF COEFFICIENT BES IN(FN FROM rO'AN OF SgNO1D RDEPT OF HxMMAYO STANDARD DMx1NC5, RECWItCE DESIGN
9
STATE SIGN d0 5OWw SCTM
A 18" LO UST o LOT 112 LOT 5
__________________--------�-- sr-_______ ___________ ________ ____ ------ --------------- -------
EXIST) Lm 1zt wn wTw AREA 1 0 AC
_44iii;1
CIINBNNE NR&Wf IAT 2 wT 1
IIQPutt uNE___ t_t _—y_ %f _�� _—__ r-T ERQPMU --
-- 9 „ `r—_-��_ —�__ / , 218.00' wT II.S wT al WT 5a4
EXISTING EDGE N36'00 00 E , - - --__ - - W W
OF ROAD j LA*N (NEW) LOT s � � wr n wr sns
i U4 IV W w I i /�// > - TIMBER RETAININ WAL �' \ VANE
1 �p5 GOT zs
OO // ., 500 f1A0 WT 7 or zD
ELEC TFMR RAIS H JUVERED PLANTING YLH wi 11 IWx
FOUNDATION TIC;I $ /�/ :::.MACADAM"'
(NEW J k 1 .:r.
W � / '�DRNEWAI's; , wr W
,
OiJEW)
w / /I i 1 t1 u) WT14 wr m
B ELEC PANEL ' ` z `, T . .. w �'\t I
WT13 wr 1
SUPPORT FDN I w W p �� - .I, 99 1 no WTIS
(NEW) EXISTING SHRUB LINE
• 1
WT 142
I
AWN (I EW) wr lat
art
LOT O
.1, o w W , W12Of
g.g W \ wT is
313 " >::':: :::;! \ wr2 PROPOSED SOUTHOLD
W GAS COMPRESSOR
w 4 w 1 W \ STATION
SUFFOLK COUNTY TAX MAP DIST. 1000, SECTION 70, BILK. 7
C ' �, ,� EMER. EXR TURNSTILE � �' R ZONE: GENERAL BUSINESS
� TEIEMETERING (tXIS"TIRE KEY LOCATION & 500' RADIUS MAP
CABINET
't, w w NTING BERM
covNOTES
w w ,/ /
a EREo pL DRAINAGE
RAISED MULCH o j
M ALL STORM WATER RUNOFF FROM LAWN AREA SHALL BE RETAINED WITHIN THE LIMITS OF THE PROPERTY, ALL RUNOFF FROM IMPERVIOUS
S o W w W /' ' EXISTING EDGE OF ROAD SURFACES SHALL BE DIRECTED TO CATCH BASINS. DRAINAGE SHALL OCCUR AS APROCESS OF NATURAL SOIL PERCULATION. SEE DRAINAGE
30'- / s� CALCULATIONS FOR RETENTION CAPACITIES.
.F 95'-0• ' a /
'41 1p
V, W 980 LIGHTIN
•I. . AREA LIGHTING CONSISTS OF FIVE (5) 400W HIGH PRESSURE SODIUM FLOOD LIGHTS MOUNTED ON MAXIMUM FOURTEEN FOOT HIGH
14, w W W w `L' I /' / LAMP POSTS SITUATED IN THE FOUR CORNERS AND CENTER OF NORTH SIDE OF THE FENCED IN AREA, LIGHTING IS SHIELDED AND
` 103.0 1 DIRECTED TOWARD THE INTERIOR OF THE FENCED AREA PROVIDING UNIFORM ILLUMINATION OVER THE ENTIRE AREA WITHOUT SPILLING
w ,I, 4, N, H, J, V, `I' W w `I' W SD' - ONTO ADJACENT PROPERTIES. LIGHTING IS NORMALLY "OFF" WITH USAGE LIMITED TO PERIODS DURING MANNED OPERATION
IV D \ DOLOMITED AREA OR EMERGENCY MAINTENANCE ONLY. STATION IS NORMALLY UNMANNED, COMPRESSORS ARE OPERATED "REMOTELY" .
�y v •v W W v \L1 W CONSTRUCTION
``\ W 14, IV LAWN(NEW) W W NV �/,/ / ' 100.0THERE ARE NO "BUILDING" TYPE STRUCTURES WITHIN THE FACILITY. T TY UN
' ALL MECHANICAL AND ELECTRICAL EQUIPMENT IS INSTALLED ON CONCRETE SLAB PE FOUNDATIONS AND ARE DESIGNED
.I, ,I, .I, .I. W / ASPHALT PAVING AREA
- _p
FOR OUTDOOR OPERATION. MPR ARE KID MOUNTED WITHIN INTEGRAL MOUNTED SOUND ABATEMENT
0 OPERA 10 . CO ESSORS E S OU ED ACOUSTICAL
/
( )
\\
ENCLOSURES. THE AREA WITHIN THE LIMITS DEFINED AS THE COMPRESSOR FOUNDATION SLAB AND FIFTEEN FEET THERE
w v, 30"TRE -
(EXIS 1 FROM ON ALL SIDES SHALL BE CLASSIFIED AS NEC CLASS 1 DIVISION 2. ALL ELECTRICAL FACILITIES LOCATED WITHIN
IV 11, '000110\, / THESE LIMITS SHALL HAVE AN EXPLOSION PROOF RATING EQUAL TO OR EXCEEDING NEC CLASS 1, DIVISION 2.
ELECTRICAL EQUIPMENT LOCATED OUTSIDE THESE LIMITS SHALL HAVE A GENERAL PURPOSE RATING.
`�Q "✓ w "✓ `�
(EXIST / LAWN AREA ALL CURB AND ROADWAY CONSTRUCTION SHALL BE IN STRICT CONFORMANCE WITH THE NYS STANDARDS
�, y, AND THE TOWN OF SOUTHOLD REQUIREMENTS.
Y\S'.
v`. y, THE COMPRESSORS AND ELECTRICAL EQUIPMENT SHALL BE SECURED WITHIN 7'-0" HIGH GALVANIZED STEEL
MINIMUM 9 GA. WIRE CHAIN LINK FENCE ATTACHED TO LINE AND CORNER POSTS SET IN CONCRETE. THE FENCE
rOZp ` / SHALL HAVE A DOUBLE BAYONET VEE" TOP SUPPORTING SIX STRANDS OF BARBED WIRE. ACCESS SHALL BE
E 4"TREE PROVIDED BY A SIXTEEN FOOT WIDE SLIDING GATE. EMERGENCY EXIT SHALL BE PROVIDED BY A ONE-WAY
EXIST EXISTING TREES TURNSTILE. EACH SIDE OF THE FENCE TO HAVE A COVER OF DUBOISE FENCINGS (WOOD CEDAR PICKET PALING) '
(EXIST)
ATTACHED TO THE OUTSIDE OF THE FENCE PROVIDING A VISUAL BARRIER, I,Is OF AEG, d-
W V, I 5 p00PE4,
PLAN THE FACILITY CAND LAWNA CONSTRUCTION.�IFOR SCREEN GPIANTINGISEE DRAWING NSHCCYE FA-41007NG ALL AROUND * 'Z,Y* o *\
SCALE: 1"= 20'
DRIVEWAY CONSTRUCTION SHALL BE COMPRISED OF A MINIMUM 4" THICK BASE COURSE AND A MINIMUM 1 1/2" `i^ 4'09%'
- THICK BITUMINOUS CONCRETE TOP COURSE. THERE IS NO DRIVEWAY CURBING. THE DRIVEWAY SHALL BE CROWNED °,p 0565 �>
/ 4 ALONG THE CENTERLINE TO PREVENT PUDDLING. Mwry SOF
EW T HIGH CHAIN LINK FENCE
EXISTING NATURAL W/BARBED WIRE TOP AND CEDAR PERCENT OF LOT COVERED BY STRUCTURES = 1.1%
VEGETATION TO REMAINGAS COMPRESSORS IN SODIUM VAPOR AREA LIGHTING PICKET PALING COVER PERCENT OF LOT PAVED = 6.5%
UNDISTURBED ACOUSTICAL ENCLOSURES (TYP) 4 CORNERS PERCENT OF LOT FOR LANDSCAPING = 92.47
/ (REPAINT ENCLOSURES GREEN)
ELECTRICAL POWER A WSE TWITHION 209 rOSH STATE
F AND CONTROL CABINETS UCENSEO PROFES IS OC ENGINEER C T B,:n,
EDUCATION UW
IITERANDN O 1X15 DOCUMENT. EXCEPT BY A
GAS PIPING TRANSFORMER
KeySpan Energy Delivery — LI
SOUTHOLD COMPRESSOR STATION
10'-0' 10'-0' VAIRES ELEV. 105.0' (NOM) YARDYARD
ELEV. 99.0' (NOM) ELEV. 100.0' (NOM) 1 'ro' r2O29 MINFERING PC ING;a SUINEY, I.INCL K CNED PUNNN' P�' "T/ SOIJTHOLD, NEW YORK
4 43 01101/14110000 5GINEE%NG TO THIS RMSKx1 PERFORMED OR KEYSPIN a DUCA DUCA GOMETO PLOT PLAN
NEW CONIC CURBS X029 ENGINEERING d SURNEY, NG. RMSED CURD, PUNTED
SURM AND PUNT NIGHT
ao 2 OW10% TI REVISED TO 1' 20'. REMOVED SIDWALKS AND AM a DUEL. DUCK
GAS ENGINEERING
D rorol TIM ENGINEERING OR RO9 REV 9ON P A OAYED D KE SPAN a M A DUG. wM
m O209 INEEAINCtSUNEY,INC. d?15EDCEEW. DRMYLE KeySpan Engineering & Survey, Inc. LP 1 A
�( PBaEcr ID: 49187 QWS AND SECT.A-A TO MATCH CEmN DMWINGS 175 Eov1 Old Counlo Rend
L� — — —D -�+ D =-� F — —— —— — — — — I� 19157 otigno hsul I.,Pni6 JL DUO DUCA ONTGOMER NIc4.v,ll,, N.v Yo,4
SECTION A-A L�= TIMBER RETAINING WALL ` (EXIST) Nmn Ewxc mmc D s/.w/aO OT
NEW COMPRESSORS FDN �F —� NEW UG GAS MAIN 6" GM EXIST JNUI Ducu PHONE M-6015 AS NOTED kE wc°ONO.
SCALE: 1/16=1'-0" / J PIPING TO COMPRESSORS BOTH SIDES OF DRIVEWAY PATCH PAVING xD. DATE W.O. OEscRIPnaN DWU Dr c5O Br RMEwm APPD "-"-'--- _
DRY WELL DEs,cn coxrACT (6922704 dw DWc. NO.
U hw PNDN 191_W 9 SHGCY-FC-01000-4
SlSTEM CABINETFOLDER NO.
GRID NWBEO 1 OIID I 72BB
I I I
S 4 X4 ' 1
I
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or
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114,1 24.3'
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oSo"3 LOT 518'TREEo
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Jo
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off/ '. !� Jj' S r5 �j��8]•39'50' y }
�� i I I , T — -- - -
r .- •^7rzm wuoRaoortlaus \\ �•� "��^^ -- IL._-') 1
i !MAF�ALICEN6E0 Oj S -�
I _ 1NI OJOIDLATION OF \ + — __
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ID9, YOFTH@NEW �� / `�•SS&, / 6 Jia
.fE ANO6 PAIGAL.
EI�....H goomOAONMENTS / ° Spf c'S + -_
NAMKAM ° � ay� Jew a�o 'S +
S
c LOT 6
r I
v 1 47,
140.44'
-_ - 14044' / 252.50' -
N89'59'10'W'
CORWIN LANE ` U : SUFFOLK COUNTY TAX MAP j
- - - - - -- —
1P
FN m DISTRICT 1000; SECTION 070; BLOCK 07
*� a� MAP OF
r fur • ¢ I PROPOSED GAS REGULATOR STATION
ms DSo2zD �� Q SOUTHOLD
�O(ANO SUP J -- r
E SITUATED IN
PREPARE By / II-��l SUFFOLK COUNTY, NEW YORK
KE ENGINE G 8cJ5 '�V, INC. 1 l 15 /Q� ( SOUTHOLD, TOWN OF SOUTHOLD
uRVE cnaF�% 9' 6 0 I I \ c FILE OF N ENERGY
_ _ _ 0 44518ROADHOLLOW ENGINEERING
ROA
D
ROY D. HUNT L.S. N0.050220 fA ELVILLE, IJEW YORK
SYSTEM SURVEYOR 0 \ _ 1H\ 2 1/6/01 13-+918'/-000 ADJACEM BUILD. AOOED - JOBy DE0005 CBR RH — OWN C. REED-- SCALE
1 5/30/00 13-4918]-000 CONTOURS ADDED - JOB# MY0029 ET RH JD CKD R. HUNT 1' _ +D' WO 23-49188-000 '
� APPD R. HUNT DATE JOB No.
N0. DATE W.O. DESCRIPTION BY CKD APPA J�,�A-RLE
16D0 _DE9915
— _ _DRAWING NAMESURVEY SERVER No. GRID No. SURVEY FILE No.
MY0029 SOUTHOLD REGULATOR STATION.DWG FOLDER 2000 495 10803 SO-83
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Q SUFFOLK COUNTY TAX MAP
m DISTRICT 1000; SECTION 070; BLOCK 07
MAP OF
PROPOSED GAS REGULATOR STATION
R SOUTHOLD
E SITUATED IN
PREPARED BY V SUFFOLK COUNTY, NEW YORK
KEYSPAN ENGINEERING & SURVEY, INC. S
SURVEY SECTION SOUTHOLD, TOWN OF SOUTHOLD
KEYSPAN ENERGY
OFFICE OF ENGINEERING
ROY D. HUNT LS. N0.050220
N 445 BROADHOLLOW ROAD
SYSTEM SURVEYOR S
MELVILLE, NEW YORK
2 I1/6/01 13-49187-000 ADJACENT BUILD. ADDED - JOB# DED005 CBR RH OWN C. REED SCALE WO 23-49188-DDD
1 5/30/00 13-49187-000 CONTOURS ADDED - JOB# W0029 ET RH JD CKD R. HUNT 1" =
APPD R. HUNT DATE JOB No.
NO. DATE W.O. DESCRIPTION BYCKD APPD APPD 1/6/00 DE9915
DRAWING NAME SURVEY SERVER PARCEL No GRID No. SURVEY FILE Na.
MY0029 SOUTHOLD REGULATOR STATION.DWG FOLDER 2000 495 10803 50-83
1 2 3 4 5 I 6 7 S 9 10
DRAINAGE CALCULATIONS
� I
RETENTION CAPACITY REQUIRED FOR A RAINFALL (Vc = A-RRC)
A = CONTRIBUTING AREA (SF) N
R = 2' RAINFALL (.17 CF/SF)
J C = COFFICIENT OF RUNOFF FROM DRAINAGE AREAS (w)
Lora 4WCK
/// CONCRETE CURB CUT h PAVED AREAS SHALL BE SLOPED TO DIRECT RUNOFF FROM IMPERVIOUS SURFACES TO TWO
LOT 4
A3 — _ — — — —DRIVEWAY RAMP PER NYS / (2) DRY WELL COLLECTION/LEACHING POOLS HAVING A TOTAL RETENTION CAPACITY OF EST 11 cnEElcMAIN � N• Y. S• 25 � / STANDARD SPECIFICATION i/ 1042 Cf.AOPpm Vc(1.0) = 2,883 SF z 1.0 x 0.17 CF/SF = 490 CF < 1042 CF LOT 1a EST So NEW ClN1B EXTENDED TO PRDPORIY LIES EXISTING EDGE OF ROAD • RUNOFF COEFFIIENT NAIADES TAKEN FROM rwN I SOUOI=ID DEPT OF WUICIM S STAIDWD DRAN1I19SHEdIGE OEMON
STATE SIGN $ o 5 SCTM18' LO UST b wr u.x LOT 5
_____________ __________________________. a ___________ ________ _ ____ _____ ______________ _____ EXIST ESTI AREA I,D AC
r___ _ ____3_________ ) Lpr 1x.1 MWNE TIw a UDIEXISTING EDGE 36'00 00"Ei� ' 218.00' EST 11.n I. LOT 30.4OF ROAD W W W LAWN (NEVVLaT s ZCI `L' `L' ' TIMBER RETAININ AL "L'O ,OUNDATTON S I P .ATrTIN R 15 ' N ' � o EST14F ^ MACADAM': �, $ EST a(NEW ; w W 4 k , fIRLVEWA't- Wo% ppPR V BOA" ESrk a Lor le
B ELEC PANEL 1 T w INwr k ESi 1.
SUPPORT FDN 1 W W W gy �` pl'ANN Gti {OLD EST ID Lor 1e w? 1
(NEW) 1 NNIR '-r — ° \ EXISTING SHRUB LINE TowV4 OF sou'ut wTla
DAWN (I$EW) 1 .E, .I, D SEp EST le.,— ESr In.a
wr n
--
_
II
LOi Ix
I O o I I \ EST 18
His W \ drs PROPOSED SOUTHOLD
Co STATION- W GAS COMPRESSOR
o \ STATION
TAX MAP DIST, 1000, SECTION 70, ELK. 7
_ 20NE: GENERAL BUSINESS
C W W 610 f-- EMER. EXIT TURNSTILE "TRE
y
TELEMETERND ( xls KEY LOCATION & 500' RADIUS MAP
�—F � L t6c W i ti� ,• NOTES
ow v �D'M o DRAINAGE
3 v' ALL STORM WATER RUNOFF FROM LAWN AREA SHALL BE RETAINED WITHIN THE LIMITS OF THE PROPERTY ALL RUNOFF FROM IMPERVIOUS
\SO- W W /' % FASTING EDGE OF ROAD SURFACES SHALL BE DIRECTED TO CATCH BASINS. DRAINAGE SHALL OCCUR AS APROCESS OF NATURAL SOIL PERCULATION SEE DRAINAGE
.C^ ,✓ —r— — / , CALCULATIONS FOR RETENTION CAo,
ACIPES.B30
w u u w w w y w
125-OrV / \ IGHTIN14, 1G
q
W Wg80 AREA LIGHTING CONSISTS OF FIVE (5) 40OW HIGH PRESSURE SODIUM FLOOD LIGHTS MOUNTED ON MAXIMUM FOURTEEN FOOT HIGH
w
,y w /�� \
$ W •l' N' W y y � � `✓ W LAMP POSTS SITUATED IN THE FOUR CORNERS AND CENTER OF NORTH SIDE OF THE FENCED IN AREA. LIGHTING IS SHIELDED AND
103.D W w�/' DIRECTED TOWARD THE INTERIOR OF THE FENCED AREA PROVIDING UNIFORM ILLUMINATION OVER THE ENTIRE AREA WITHOUT SPILLING
ONTO ADJACENT PROPERTIES. LIGHTING IS NORMALLY "OFF" WITH USAGE LIMITED TO PERIODS DURING MANNED OPERATION
D \ /' DOLOMITED AREA OR EMERGENCY MAINTENANCE ONLY STATION IS NORMALLY UNMANNED, COMPRESSORS ARE OPERATED "REMOTELY"
' / \ CONSTRUCTION
W LAWN ` THERE ARE NO "BUILDING" TYPE STRUCTURES WITHIN THE FACILItt,
UNEW) �.
1pa°
W/i � /''
�' - ASPHALT PAVING AREA ALL MECHANICAL AND ELECTRICAL EQUIPMENT IS INSTALLED ON CONCRETE SLAB TYPE FOUNDATIONS AND ARE DESIGNED
FOR OUTDOOR OPERATION. COMPRESSORS ARE SKID MOUNTED WITHIN INTEGRAL MOUNTED SOUND ABATEMENT (ACOUSTICAL)
.I. , W �' �' _�' 30"TRE 1 ENCLOSURES THE AREA WITHIN THE LIMITS DEFINED AS THE COMPRESSOR FOUNDATION SLAB AND FIFTEEN FEET THERE
(EXIS / FROM ON ALL SIDES SHALL BE CLASSIFIED AS NEC CLASS L DIVISION 2. ALL ELECTRICAL FACILITIES LOCATED WITHIN
'.N, N, N, N, N, THESE LIMITS SHALL HAVE AN EXPLOSION PROOF RATING EQUAL TO OR EXCEEDING NEC CUSS 1, DIVISION 2.
ELECTRICAL EQUIPMENT LOCATED OUTSIDE THESE LIMITS SHALL HAVE A GENERAL PURPOSE RATING.
/ , LAWN AREA ALL CURB AND ROADWAY CONSTRUCTION SHALL BE IN SIRICT CONFORMANCE WITH THE NYS STANDARDS
18"TREE / AND THE TOWN OF SOUTHOLD REQUIREMENTS
(EXIST �'' H. .1'
e`\tS� `►�/Mkrx .I. A THE COMPRESSORS AND ELECTRICAL EQUIPMENT SHALL BE SECURED WITHIN A 7'-D" HIGH GALVANIZED STEEL
�.1 MINIMUM 9 GA WIRE CHAIN LINK FENCE ATTACHED TO LINE AND CORNER POSTS SET IN CONCRETE. THE FENCE
1o2p m WI SHALL HAVE A DOUBLE BAYONET 'VEE' TOP SUPPORTING SIX STRANDS OF BARBED WIRE. ACCESS SHALL BE
E / ` 4"TREEC011 J* NEW 6'-0" EVERGREENS PROVIDED BY A SIXTEEN FOOT WIDE SLIDING GATE. EMERGENCY EXIT SHALL BE PROVIDED BY A ONE-WAY
(EXIST) TURNSTILE. EACH SIDE OF THE FENCE TO HAVE A COVER OF DUBOISE FENCING$ (WOOD CEDAR PICKET PALING)
ATTACHED TO THE OUTSIDE OF THE FENCE PROVIDING A VISUAL BARRIER AAj�OF Ngo,
W W c r/ PLAN
!/SV- P5 M. sL
xps° � PLAN Z SITE BEAUTIFICATION SHALL INCLUDE A RAISED PUNTING BERM WITH A DOUBLE ROW OF EVERGREEN SCREEN
5 J PLANTING ALL AROUND THE FACILITY AND LAWN CONSTRUCTION SCREEN PUNTING SHALL CONSIST OF TWO ROWS '� a "p,,. ,�,- y�
SCALE: 1'= 20' Of fi -0 HIGH AMERICAN ARBOR VITAE AND BROAD LEAF MOUNTAIN LAURAL WITH A CALIPER OF 2" TO 3",
NEW 2' TO 3" TREES rl, a
STAGGERED SPACING AT MAX 6' O.C.
DRIVEWAY CONSTRUCTION SHALL BE COMPRISED OF A MINIMUM 4" THICK BASE COURSE AND A MINIMUM 1 1/2"
/ THICK BITUMINOUS CONCRETE TOP COURSE THERE IS NO DRIVEWAY CURBING THE DRIVEWAY SHALL BEC OWNED gDFESSIONPF-
ALONG THE CENTERLINE TO PREVENT PIIDDUNG.
r—NEII/ THIGH CHAIN LINK CIICE
EXISTING NATURAL 2 WI/
WIRE TOP AND CIDAR PERCENT OF LOT COVERED BY STRUCTURES = 1.1%
VEGETATION TO REMAIN J GAS COMPRESSORS IN SODIUM VAPOR AREA LIGHTING PICKET PAllNG COVER EXISTING TREES
UNDISTURBED ACOUSTICAL ENCLOSURES PERCENT Of LOT PAVED = 6.5% ,�I iii
/ / ( ) TYP 4 CORNERS 3 - PERCENT OF LOT FOR LANDSCAPING = 92.4% 3 of
REPAINT ENCLOSURES GREEN ELECTRICAL POWER TWO ROWS 6' O.C. Of
_ _ EDUCATION LAW WIT Nf09 YORK STATE
AND CONTROL CABINETS NEW 6'-0' HIGH EON 191' ALTIE OF THIS DO UMEN sEXCEPT10.N 4,
F SCREEN PLANTING ON 1pP CF
AiEMBON OF iH15 DOCUMENT, EXCEPT BY A
GAS PIPING TRANSFORMER RAISED EARTHERN BERM � �, - -� LICENseO PROFESLaxnL ENGINEER is k¢cAL
o'-o' 10'-0' vaREs SEPI 4 KeySpon Energy Delivery – U
Z ELEV. 105.0' (NOM) SOUTHOLD COMPRESSOR STATION
ELEV. 99.0' (NOM) 3 _ YARD
ELEV. 100.0' (NOM) SOUTHOLD, NEW YORK
NEW GONG CURBS a Oi/01/01 ijERB NCI
0 ENEERNEER INO NG h 9URVEYTHIS Rf410flNEV5w CORD, PIAIIF➢ERFORMED BY Pµ J1.- CA UCA (ONTO Y PLOT PLM
'to BURY .YID PUNT HIGHT
H m O x 6/11101 T2M TWOSTREES 1
NCISOR TO 1• 2=20', HONOREDdOWARS AID ADDED JL DUCA WG 0 COMERY I
GAS ENGINEERING 00D MAY 31 2001
\ m m t� 1 D'ObN(DI ENGMEENING FOR THIS REVLON PERFORMED BY IOYSPAN A DUCA WG ONTGOMERY Ksy$pon Engineering do Survey,
-
PROJECT 10' 49187 02029 FNCWEEflING k D1Wryr.Y, WC flLY6Ei1 DEAN , OANNAGE x Inc.
X'S AND SECT. A-A r0 MATCH DESIGN DRMCNGS 1 [ml dd Country eootl
L�I 1 E SCALE HIRI Nn Yoh Southold loYnert
— — —� G- — — — — — — — G_ — — — — ENGINEERINGCONTACT O 5/30D/0019115) 01 1. lu'CON JL DUG WG INDIGNITY
F--SI NEW UG GAS MAIN E' GM EXIST Jdn aN. PnOxE %1-eDle MERCER lPkinntrio F.?O!Vd
SECTION A-A NEW COMPRESSORS FDN TIMBER RETAINING WALL ( ) IG DATE w0 D RIRnOe Br cxC er APPE APPD AS NOTED TWO NO
SCALE: 1/16=1'-0' J PIPING TO COMPRESSORS BOTH SIDES OF DRNEWAf PATCH PAVINGM/LAN MS
DRY WELL DELc11 caxTADI f69227031dw Dwc. xC —
Jdn 1dMwS PHONE a91_eBw a SHGCY—FC-01000-3
SYSTEM CADNEE No. FOLDER NO.
GRIn NUMBER 1 O 72BB