HomeMy WebLinkAbout1000-83.-1-33OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY 11971
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
Telephone: 631 765-1938
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: John Bredemeyer, President
Town of Southold Board of Trustees
From: Mark Terry, Principal Planner
LWRP Coordinator
Date: December 10, 2014
Re: Proposed Wetland Permit and Coastal Erosion Management Permit for ERTAN YENICAY
SCTM# 1000-83-1-33
En -Consultants on behalf of ERTAN YENICAY requests a Wetland Permit to construct a 4'x±91'
elevated timber bluff stairway with railings consisting of 4'x4' entry steps to a 5.5'x12' entry platform
with bench at top of bluff; 4'x±17' steps; 4'x5.5' landing with bench; 4'x±16' steps; 4'x4' landing'
4'x2.5' steps; 4'x5.5' landing with bench; 4'x±17' steps; two (2) staggered 4'x6.5' landings over
existing rock revetment; 5'x6' platform; and 3'x±8' steps to beach at base of bluff; establish and
maintain a 4' wide path to stairway at top of bluff; and restore/re-vegetate areas disturbed during
construction with native vegetation. Located: 8869 Oregon Road, Cutchogue. SCTM# 83 -1 -33 -
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment Form
submitted to this department, as well as the records available to me, it is my recommendation that
the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with
the LWRP.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Lori Hulse, Assistant Town Attorney
Town of Southold J ' ed
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
1. All applicants for perm its* including Town of Southold agencies, shall com plete this CCAF for
proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law . This
assessor ent is intended to supplem ent other inform ation used by a Town of Southold agency in
m a k in g a d e t e r m in a t i o n o f c o n s is t e n c y, *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area (which includes all of Southold Town).
If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus, each answer must be explained in detail, listing both supporting and non -
supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions, it shall not be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold's website
(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local
libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM# 83 - 1 - 33
PROJECT NAME Ertan Yeni
lr..�
The Application has been submitted to (check appropriate response): rp
a-- o
Town Board Planning Board ❑ Building Dept. F] Board of Trustees
Category of Town of Southold agency action (check appropriate response): DEC - 3 2014
soutno{d To
(a) Action undertaken directly by Town agency (e.g. capital 1-1®Planning Bownard
construction, planning activity, agency regulation, land transaction)
(b) Financial assistance (e.g. grant, loan, subsidy)
(c) Permit, approval, license, certification:
Nature and extent of action:
Construct a 4' x +/-91' elevated timber bluff stairway with railings (including 4' x 4' entry steps to 5.5' x 12' entry platform with bench at
top of bluff, 4' x +/-17' steps, 4' x 5.5' landing with bench, 4' x +/-16' steps, 4' x 4' landing, 4' x 2.5' steps, 4' x 5.5' landing with bench, 4'
x +/-17' steps, two (2) staggered 4' x 6.5' landings over existing rock revetment, 5' x 6' platform, and 3' x +/-8' steps to beach at base of
bluff); establish and maintain 4' wide path to stairway at top of bluff; and restore/revegetate areas disturbed during construction with
native vegetation, all as depicted and described on the engineering plans by Jeffrey T. Butler, P.E., P.C., dated October 31, 2014.
The Application has been submitted to (check appropriate response): rp
a-- o
Town Board Planning Board ❑ Building Dept. F] Board of Trustees
Category of Town of Southold agency action (check appropriate response): DEC - 3 2014
soutno{d To
(a) Action undertaken directly by Town agency (e.g. capital 1-1®Planning Bownard
construction, planning activity, agency regulation, land transaction)
(b) Financial assistance (e.g. grant, loan, subsidy)
(c) Permit, approval, license, certification:
Nature and extent of action:
Construct a 4' x +/-91' elevated timber bluff stairway with railings (including 4' x 4' entry steps to 5.5' x 12' entry platform with bench at
top of bluff, 4' x +/-17' steps, 4' x 5.5' landing with bench, 4' x +/-16' steps, 4' x 4' landing, 4' x 2.5' steps, 4' x 5.5' landing with bench, 4'
x +/-17' steps, two (2) staggered 4' x 6.5' landings over existing rock revetment, 5' x 6' platform, and 3' x +/-8' steps to beach at base of
bluff); establish and maintain 4' wide path to stairway at top of bluff; and restore/revegetate areas disturbed during construction with
native vegetation, all as depicted and described on the engineering plans by Jeffrey T. Butler, P.E., P.C., dated October 31, 2014.
Location of action: 8869 Oregon Road, Cutchogue
Site acreage: 1.916 acres
Present land use: Residential, one -family dwelling
Present zoning classification: R-80
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: Ertan Yenicay
(b) Mailing address: 112 West 56th Street, Apt. 16S
New York, NY 10019
(c) Telephone number: Area Code 917-855-6615
(d) Application number, if any:
Will the action be directly undertaken, require funding, or approval by a state or federal agency?
Yes VN No ❑ If yes, which state or federal agency? NYS DEC
C. Evaluate the project to the following policies by analyzing how the project will further support or not
support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation
criteria.
F]Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP
Section III - Policies Pages 3 through 6 for evaluation criteria
❑
❑ Yes No ® Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III - Policies Pages 6 through 7 for evaluation criteria
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III - Policies Pages 8 through 16 for evaluation criteria
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
- Policies Pages 16 through 21 for evaluation criteria
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22
through 32 for evaluation criteria.
® Yes ❑ No ❑ Not Applicable
The project will consist of the construction of a timber stairway to provide access down the bluff to the beach. The environmental
impact of the project will be limited to the temporary loss/disturbance of bluff soils and vegetation immediately adjacent to the site of
construction. As grade restoration and revegetation of these disturbed areas at the conclusion of construction is incorporated into the
design plan, the project will have no significant adverse impact to the bluff ecosystem or adjacent beach and will be consistent with
Policv 6.
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes [:]No ® Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation
criteria.
® Yes ❑ No ❑ Not Applicable
The proposed stairway will terminate at the toe of the bluff and will in no way preclude or impede public access along the beach.
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in
suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary
and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62
through 65 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III - Policies; Pages 65 through 68 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
PREPARED BY TITLE Coastal Mgmt. specialist DATENov. 10, 2014
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SURVEY OF PROPERTY
SITUATE
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-83-01 —33
SCALE 1 "=20'
NOVEMBER 11, 2008
JUNE 27, 2014 UPDATE SURVEY
AREA = 83,492 sq. ft.
(TO TIE LINE 1.916 ac.
ON 06/27/2014)
1. LOT NUMBERS SHOWN THUS: LOT 01 REFER TO
MAP OF BIRCH HILLS
FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY
ON JULY 19, 1967 AS FILE No. 4908
2. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS:mwn
EXISTING CONTOUR LINES ARE SHOWN THUS: — — —
F.FL. - FIRST FLOOR
G.FL. - GARAGE FLOOR
T. B. - TOP OF BULKHEAD
B.B. - BOTTOM OF BULKHEAD
T. W. - TOP OF WALL
B. W. - BOTTOM OF WALL
OF
F.GON ROAD
NOV 1 7 2014 ` 1
1
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
THE EXISTENCE OF RIGHT OF WAYS
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY THE L.I.A.L.S. AND APPROVED AND ADOPTED
FOR SUCH USE BY THE NEW YORK STATE LAND
TITLE ASSOCIATION.
" t4 .
E °� NES
5�'(AFT e,O y0,�
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N.Y.S. Lic. No. 50467
e
NEIN YORK 5TATE BU I LD I NC CODE
SECTION RR314
STAIRWAYS
SECTION RR3145.5ECTION RR3142 TREADS AND RISERS. THE MAXIMUM RISER HEIGHT
5HALL 13E 8-1/4 INCHES (2001 MM) AND THE MINIMUM TREAD DEPTH SHALL BE q
INCHES (22q MM). THE R15ER HE16HT SHALL BE MEASURED VERTICALLY BETWEEN
LEADING EDGES OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE
MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM05T
PROJECTION OF ADJACENT TREADS AND AT A R16HT ANGLE TO THE TREADS
LEADING EDGE. THE: WALKING SURFACE OF TREADS AND LANDIN65 OF A STAIRWAY
SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL
(24ERCENT SLOPE). THE GREATEST R15ER HE16HT WITHIN ANY FL16HT OF STAIRS
5HALL NOT EXCEED THE SMALLEST BY MORE THAN 3/b INCH (015 MM). THE GREATE5T
TREAD DEPTH WITHIN ANY FL16HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY
MORE THAN 3/b INCH (015 MM).
SECTION RR315
'1�:1c70IR
SECTION RR315.1 HANDRAIL5. HANDRAIL5 HAVING MINIMUM AND MAXIMUM HEI6HT5 OF
34 INCHES AND 3b INCHES (bb4 MM AND 0165 MM), RESPECTIVELY, MEASURED
VERTICALLY FROM THE NO51% OF THE TREADS, SHALL BE PROVIDED ON AT LEAST
ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE
FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY
ABOVE THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST
R15ER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL
POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A
SPACE OF NOT LESS THAN 15 INCHE5 (3b MM) BETWEEN THE WALL AND THE
HANDRAIL.
SECTION RR3152 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAIL5 SHALL BE OF ONE
OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRA5PABILITY.
TYPE I. HANDRAILS WITH A CIROI)LAR GRO55 SECTION 5HALL HAVE AN OUTSIDE
DIAMETER OF AT LEAST 1-1/4 INCHES 02 MM) AND NOT GREATER THAN 2 INCHE5 (51
MM). IF THE HANDRAIL 15 NOT CIRGULAR IT SHALL HAVE A PERIMETER DIMENSION
OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN 6-1/4 INCHES (I bO MM)
WITH A MAXIMUM GRD.{ SECTION DIMENSION OF 2-1/4 INCHES (51 MM).
TYPE II. HANDRAILS WITH A PERIMETER GREATER THAHN b-1/4 INCHES (IbO MMU SHALL
PROVIDE A GRASPABLE FINGER RECE55 AREA ON BOTH SIDES OF THE PROFILE.
THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (Iq MMU MEASURED
VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH
OF AT LEAST 5/16 INCH (b MM) WITHIN 'I/b INCH BELOW THE WIDEST PORTION OF THE
PROFILE. THI5 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/6 INCH (10 MMU TO
A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES (45 MM) BELOW THE TALLEST PORTION
OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL
BE 1-1/4 INCHES (32 MM) TO A MAXIMUM OF 2-3/4 INCHES (10 MM). E06ES SHALL
HAVE A MINIMUM RADIUS OF ODI INCH (0.25 MM).
— — = — — — — — SEE PARTIAL SITE PLAN
NJF
LONG ISLAND PRora �"LLaFOR PROPOSED BEACH ACCESS STAIR
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ruOF
JOIN C. 046ME
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LEC END :
PROPERTY LINE
EXI5TIN6 HUILDIN6
NOTED LAND LINES — —
NOTED WATER LINES
EXISTING MAJOR CONTOUR 10
EXISTING MINOR GONTOUR
EXISTING GRADE a 1. 6.0
el = ELEVATION
PHOTO KEY
STORM WATER FLOW ARROW -<V:�
S 37.33 40
*- 55 20E
N 370 -,
40 �,
W
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ToIm
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16 10 22
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LONG ° ' ' ' 126
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36 40
ISLAND ASD UND ^° ' ' / !' ! , ,' ' ,' / 1�\1, \� 4a 50
/ / / / ! / ! ! / / 1 \ \ \ 51 54
!/ //`\5b
TIE LINE ALONG APPARENT H16H
WATER MARK ON JUNE 21, 2014
EXISTING NE16HBORIN6
WOOD BUJCHEAD TO
1_ j
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REIMIND62 OF
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STADLE AND WELL VEGETATED , / / / / / (�4 , , , - 5+b.1� �' EX
HA mi
EX 0
EXISTING RIP RAP / ! ! ! ! / ' ' ' / ! / ! !' ,' / �' D !
/!/ /
. ! TO REMAIN
! EXISTING RIP RAP TO BE 3 ! /' ! /! ! i ,� / ! ! / / / ! ! NQ �y, /-�
! RBmIORKED TO ALLOW FOR
! PROPOSED BEACH STAIR / / / , �! !! !/ ! / / / ! ! ! / ! / / •/ , '
/ Fa tVATION POSTS
!I em ACr1r% STAIR,
PROVIDE 4' WIDE x 0gl' LG, STAIR
to
!! !, //� // / ! //// /' /' /' / / / / / / /
/ /+ /� / j .!. / / / PLANT AT THE CONCLUSION OF / / 7-
/ / :I : j : ' • /.:: / / / STAIRWAY CONSTRUCTION / 522
(SEE PLANTING SC IEVIAZ / / , + 6 /
✓ 3 , EXIST WO EILL
59,333 4 / To IN /
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k ' 9/r , W/ ' , 1 :I' 'r' `' 'X ' / : • :. 4' WIDE x tl5' LG, PATH TO BE /
' e 1:= :': +
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10 12 14
70 22 24
26 30—
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AREA OF WORK - -36
3b
SEE SHT 2 FOR STAIR PROFELE 404244/
AND DETAILS 254 ./41U
/ 56
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PART I AL SITE PLAN
GRAPHIC SCALE
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EXISTING NE16HBORIN6
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REIMIND62 OF
EXISTIN6 BLUFF FADE 15
STADLE AND WELL VEGETATED , / / / / / (�4 , , , - 5+b.1� �' EX
HA mi
EX 0
EXISTING RIP RAP / ! ! ! ! / ' ' ' / ! / ! !' ,' / �' D !
/!/ /
. ! TO REMAIN
! EXISTING RIP RAP TO BE 3 ! /' ! /! ! i ,� / ! ! / / / ! ! NQ �y, /-�
! RBmIORKED TO ALLOW FOR
! PROPOSED BEACH STAIR / / / , �! !! !/ ! / / / ! ! ! / ! / / •/ , '
/ Fa tVATION POSTS
!I em ACr1r% STAIR,
PROVIDE 4' WIDE x 0gl' LG, STAIR
to
!! !, //� // / ! //// /' /' /' / / / / / / /
/ /+ /� / j .!. / / / PLANT AT THE CONCLUSION OF / / 7-
/ / :I : j : ' • /.:: / / / STAIRWAY CONSTRUCTION / 522
(SEE PLANTING SC IEVIAZ / / , + 6 /
✓ 3 , EXIST WO EILL
59,333 4 / To IN /
0 !. I:;. . /
k ' 9/r , W/ ' , 1 :I' 'r' `' 'X ' / : • :. 4' WIDE x tl5' LG, PATH TO BE /
' e 1:= :': +
/ / / :I: ::�::1:•'•�:\ z.•:•:•:•. aEAREDANDMI.LC.W /
10 12 14
70 22 24
26 30—
\ \
32------'/
AREA OF WORK - -36
3b
SEE SHT 2 FOR STAIR PROFELE 404244/
AND DETAILS 254 ./41U
/ 56
i
PART I AL SITE PLAN
GRAPHIC SCALE
I. = 20'-0"
/
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NOTE: MACHINERY ACCESS FOR PROPOSED BEACH ACCESS STAIR CONSTRUCTION 15
PROP05M FROM DUCK POND ROAD (EXISTING BEACH ACCE55 ROAD)
SITUATE AT:
OREGON ROAD, OffCkIOSIE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S:G.T.M. No. 1000-63-01-33
USE: RESIDENTIAL
51 T'E I NFO:
AREA: b3,4g2 SQFT. (!Alb AC)
TO TIE LINE ON 06-27-2014
SITE PLAN BASED ON OR16INAL SURVEY BY:
NATHAN TAFT CORWIN, LAND SURVEYOR
1566 MAIN ROAD
JAMESPORT, NY IIg41
9JtVEYED: NOV. II, 200b
LAST UPDATED: JUNE 21, 2014
DATUM: NAVO Ig2q
TAIR PLAN:
APPLIGANT/ONN I R
INDIAN NECK CORP.
DBA CREATIVE ENVIRONMENTAL DES16N
P.O. BOX 160
PEGONIG, NY IIg5b
NOTES:
1. LOT NUMBERS SHOWN THUS: LOT (D REFER TO
MAP OF BIRCH HILLS
--- • FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY
ON JULY 19, 1967 AS FILE No. 4908
2. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS: soQ
EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - - -so-
PJ'L. - FIRST FLOOR
&. FL - 6ARA6E FLOOR
Ta - TOP OF BULKHEAD
D.D. - BOTTOM OF BULKHEAD
T.W. - TOP OF WALL
D.W. - BOTTOM OF WALL
INSTALL PROPOSED 4' WIDE x tgl' LG, BEACH ACCESS STAIR REVE SETATE DISTURBED
AREAS AT THE GOWA11SION OF CONSTRUCTION.
CLEAR A 4' WIDE X 015' L6 STAIR ACCESS PATH FROM EDGE OF LAWN TO ENTRY
STAIR.
BILL OF MATERIAL:
0_WNQ ON aJff FME:
PLANT BLUFF FACE WITH NATIVE VEGETATION, INCLUDING DUT NOT LIMITED TO
BEACH GRASS AND SWITCH GRASS APPROXIMATE
PLANTING AREA OF WORK = 11,100 5Q.FT.
NOTE: THE AMOUNT OF RE-VIESETATION WILL BE LESSBW BY THE AREA
OCOPED BY ESTABLISHED, STABLE EXISTING VEGETATION
50OPE OF WORK:
I. NO 5 SHALL BE PERMITTED TO FALL SEAWARD QF AREA OF WORK OR
TO ADJACENT PROPERTIES.
2. CONTRACTOR TO VB21FY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK.
3. CONSTRUCT A SET OF STAIRS APPROXIMATELY 4I' LONG WITH 0) 4Wt4' LG,
ENTRY STAIR, 0) 55"X12ENTRY PLATFORM WJ' BENCH, 4"X47' STAIR, 0) 4555'
LANDING W/ BENCH, 0) 4WtI6' LG, STAIR, 0) 4'X4' LANDING, (1) 4'W US' LG,
STAIR, (U 4'65' LANDING, W/ BBNGH, 0) 45011' LG, STAIR, (2) 4'x 65' LANDINGS,
(U 556' BEACH ACCESS PLATFORM AND 0) 3"X08' LG, STAIR TO BEACH.
a. MATERIALS TO BE USED (STAIR:
1.2x12 STRINGERS
2.2x4 CLEATS
3.4x6 POSTS
4.2x4 MID RAIL
5.3'4 x6 HANDRAIL
b. 2x10 TREADS
b. MATERIALS TO BE USED (PLATFORMS):
1.2x6 FLOOR JOISTS
2.2X6 PLATFORM SURFACE
3.2X6 BEWH SEAT
c. ALL HARDWARE TO BE 6ALVANIZED.
d. ALL UHBER TO BE TREATED (e,g. GGA, ACG UDXJ
4. DISTURBED AREAS ADJACENT TO STAIRWAY TO BE RESTORED TO PRE -WORK
CONDITIONS USING NA11VE VEGETATION. PLANTIN65 AS NOTED HERE IN.
5. CLEAR A 4' WIDE X t&LIS ACCESS PATH FROM EXIST. EDGE OF LAWN TO
ENTRY STAIR
Ii
NOV 1 7 2014
d9WYXCm
& LONG I5AP
800-272-4480 1 811
www.dignatnycli.com
or
www.caliall.com
(for other states)
By law, excavators and contractors working in the
five boroughs of New York City and Nassau and
Suffolk Counties on Long Island must contact
DigNst, 1-800-272-4480 or 811, at least 48 hours
but no more than 10 working days (excluding
weekends and legal holidays) prior to beginning
any mechanized digging or excavation work to
ensure underground lines are marked.
Excavators and contractors can also submit
locate requests online, through ITIC. If you do not
currently use ITIC, please call 1-80M24-7603
for more information.
For safety reasons, homeowners are strongly
encouraged to call as well when planning any
type of digging on their property. Homeowners
can contact us directly at 1-800-272-4480 or by
calling 811, the national call before you dig
number. For excavation work completed on
personal property, it is the contractors
responsibility -NOT the homeowners -to contact
DigNet. Having utility lines marked prior to
digging is free of charge.
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2x4 CGA SUPPORT STRUCTURE AND
2xb CGA BENCH SEAT --�
2x10 CGA TREADS,
2xb CGA DECKING,
2xb CGA HANDRAIL AND
2x4 CGA MIDRAIL -�
20X6" GGA 016" O:G.,
c%
2- 2"X101 GGA
&IRDER
c
4"X6" GGA
P05TS (TYP)
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LONG
ISLAND SOUND
EL 8.0'
EL 6.0'
EL 4.0'
wo SEASONAL 1-11614 WATER
EL 2.0' • EL. t45'
nE LINE AL046 AJtKK
EL 0.0' # EL. t4.1' ON JJNE 27, 2014
2'x12' CGA
STRINGERS O
Ib" O.G.
tl'O' O.G.
&ALV. HURRICANE
CLIPS TYP. AT ALL
CONNECTIONS
BEACH 6RA56
PLANTINGS (TYPICAL)
II
II
II
II
II II
1-
POSTS TO EXTEND 6'-0'
BELOW UNDISTURBED SOIL
(MINIM LH
II II
II II
II u -
II
II
II
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GONSTfi�UGTI ON DETAIL,
NOT TO SCALE
EL 26.0'
EL 26.0'
EL 24.0'
EL 22.0'
EL 20.0'
EL 6.0'
EL Ib.O'
EL 14.0'
EL 12.0'
EL 10.0'
PROPOSED BEACH ACCESS STAIR
AND HANDRAIL ('BEYOND) STAIR
AND HANDRAIL TO GORE.
SEE NOTES, THIS SWEET
B.O. BLUFF •
ELEV. IOb'
(4) b"xb" GGA POSTS W/ (2) 2'x10' GGA 61RDERS,
2'xb' GGA JOISTS 0 16" OCG. FINISH DEGKIN6 PER
'CONSTRUCTION DETAIL' TO BE PLACED IMMEDIATELY
SEAWARD OF TOE OF BLUFF '
/3' WIDE BEACH ACCESS
STAIRWAY H/ RAILING TO CODE
5'x6' BEACH A ZE55 PLATFORM
USE(4) b"xb' GGA POSTS W/ (2) 2'x10' CGA
61RDERS, 2'xb' CGA JOISTS 0 16- O.G. FINISH
DEGKIN6 PER 'G(XNSTRUGTION DETAIL' TO BE PLACED
Pff/
IMMEDIATELY SEAWARD OF TOE OF BLUFF
t65' tl7'
51x6'
PLTFRM
.4r
365-�
L(2) 4xtb5' LANDINGS
PLANTI NC 5GHEOULE
PROPOSW GRASS AREA (MIX OF AMMOPHILA BREML16ULATN
BEACH 6RASS 2-3 GOLUMr5 PER PLANTIN6 HOLE 12' OL MAX. WITH
PANICUM VIR6ATUM) SWITCH 6RA55 AT 2'-0" OL, 2 6AL.
CONTAINER).
USE SHIMSWHERE NEED AS CONDITIONS ALLOW:
PROPOSED NORTHERN BAYBERRY BUSH (MORELLA PENSYLVANICA)
TO BE PLANTED AT A MNIMIM 3 FOOT ON CENTER (3 6ALLON
CONTAINER).
AND/OR PROPOSED BEACH ROSE BUSH (IROSA VIMSINIMW TO BE
PLANTED AT A MINIMIM 3 FOOT ON CENTER (3 6ALLON CONTAINER).
t y171Q13 PROPOSED BEACH PLUM BUSH PUL115 MARITIM A) TO BE
PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER).
(SEE PLANTING DETAIL, THIS DWG)
4' WIDE STAIR W/
RAILING TO CODE (TYP)
r(1) 4LAN71N6
BENCH
(U 4x4' I
LANDIN6
4.0' 1 tl6'
BEACH 5TA I R PLAN
SCALE: 3Ab" = V -O"
NOTE:
A1.T .PLANTED VEGETATION WILL REQUIRE
MONITORING OVER 3 GROWING SEASONS.
5'x6' BEACH
ACCESS PLATFORM
(2) 4x65'
LANDIN66
ACCESS
PLTFRM PILE
I I_
I ( UN0I5TURBED II
-�I SOIL I I EL 8.0'
II 11 u
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EL 4.0'
EL 48.0'
EL 46.0'
EL 44.0'
EL 42.0'
EL 40.0'
EL 36.0'
EL 36.0'
EL 34.0'
EL 32.0'
EL 30.0'
SEE 'CONSTRUCTION DETAIL'
FOR ADDITIONAL INFORMATION
AND DIMENSIONAL REMIREMENT5.
(THIS DWG)
EXISTING V66ETATION SHALL REMAIN IN
PLACE, DELIBERATE CARE SHALL BE
TAKEN NOT TO DISTURB ROOT BASE OF
EXISTING PLANTINGS
EL 56.0'
EL 54.0'
EL 52.0'
EL 50.0'
tql'
BENCH
t14'
C ENEiv4L NOTES
I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING
OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE
WORK A6REE WITH SAME.
2. ALL WORK SHALL COWORM TO THE NEW YORK STATE UNFORM FIRE PREVENTION AND
BUILDIN6 CODE AND ALL RULES AND FWLATION5 OF THE TORN OF SOUR0 D.
3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EX15T5 WHICH DISA6REE5 WITH THAT AS
INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER.
SHOULD HE FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE HORK, HE 5HALL
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
4. 6RADIN6 AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXISTING
SLOPE.
5. ALL FOOTIN65 SHALL BEAR ON UNDI5TURBED SOIL WITH A MINIMUM 501L PRE55URE OF 2
TONS PER SQ.FT. AND SHALL HAVE A MINIMUM OF V -ON OF COVER.
b. DE516N TIMBER STRE55 - DOU6LA5 FIR , N0.2 GRADE FB = D25 P5I, E = 1,2OOpoo P51.
7. DO NOT 5CALE DRANNGS. WRITTEN DIMENSIONS 9UPEWAVE SGALED DIMEN51ON5. THE
EN91NE3R HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS OF THE
CONSTRUCTION.
6. ALL METAL JOIST HANGERS AND OTHER METAL CONNEGTOR5 REQUIRED SHALL BE "TECO
CONNECTORS' OR EGIJAL AND SHALL BE GAPABLE OF HANDLING LOADS CONNECTION POINTS.
INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND
REG0MMENDATION5.
4. STAIRS TO COMPLY WITH NEW YORK STATE BUILDING CODE.
10. ALL LUMBER SHALL BE GCA WW.
II ALL POST AND DECK HARDWARE SHALL BE HOT DIPPED 6ALVANIZED, U.O.K. IN ACCORDANCE
WITH ASTM AI53.
Q) 4x55' LANDING
W/ BENCH
2x12 STRINGERS, 4x6 POST%
2x4 CLEATS, 2x6 HANDRAIL
AND 2x4 MID RAIL
0) 4x55' LANDING
W/ BENCH-\
trr
BENCH
t12'
UNDISTURBED
501L
,I
55'x12D' ENTRY
PLATFORM W/ BENCH
4' WIDE ENTRY
STAIR W/ RAILING
TO COVE---
4'x55' LANDING WITH BENCH I U
(BEYOND) I, I ,
4x4' LANDING 00,
(FORESR�oIIND)
ZOO" zzl 'tor
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II
II
I II
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II. II
II
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EXI5TIN6 REVETMENT STONE SHALL BE SHIFTED TO
ALLOH FOR POST INSTALLATION (TYP)
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.. ::r r1 11-.141,10
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5EGT I ON 'A' - BEACH 5TA I R PRD OE I LE
SCALE: 3/16" = 1'-0"
t4'
PRUNE 1/b' OF LEAF AREA BUT
RETAIN NATURAL FORM
PROPOSED NEW
SPRAY WITH WILT -PROOF PER
W51i PER PLANTIN6
MF65 IN5TRUCTION5 IF FOLIA6E
SCHEDULE (SEE SHT U,
15 PRESENT
MIN 3'-0" O.G.
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6ROLI D LINE TO BE SAME AS
-a
AT THE NURSERY
r
ESTABLISHED VE6ETAT ION OR
MIN. FOR
MEANS OF STABILIZATION (PLANTEDIb'
:.:
PLANTS UP TO 4' ::.'.:k::::; : :. :..:: {:...:
��5 AND/OR TERRACING)
HIGH, 20' MN FOR
PLANTS OVER 4' ....:;.:: f.:::::.::
REMOVE BURLAP FROM TOP OF
H16H 6" MIN `:..:_::`::_.
BALL
I
BACKFILL WITH TOPSOIL t PEAT -
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P
MOSS 3:1 RATIO BY VOLUME IN q'
TYPICAL 5HRUB
LAYERS -WATER, EACH LAYER UNTIL
SETTLED. DO NOT TAMP
PLANTING DETAIL
N.T.S.
6' FOR PLANTS UP TO N H16H b'
FOR PLANTS OVER 4' 1416H
55'x12D' ENTRY
PLATFORM W/ BENCH
4' WIDE ENTRY
STAIR W/ RAILING
TO COVE---
4'x55' LANDING WITH BENCH I U
(BEYOND) I, I ,
4x4' LANDING 00,
(FORESR�oIIND)
ZOO" zzl 'tor
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EXI5TIN6 REVETMENT STONE SHALL BE SHIFTED TO
ALLOH FOR POST INSTALLATION (TYP)
'r
• 1 1 I r r
:IN 1111:r
•
-41, Z A= ::;a roll;,:r rr • •
.. ::r r1 11-.141,10
I Ir I `""L
I I II
I : �• • :/ PA r r
5EGT I ON 'A' - BEACH 5TA I R PRD OE I LE
SCALE: 3/16" = 1'-0"
t4'
www.dignetnycli.com
of N�1�WII��YO�KA�C�I1Y or
�VIVI.1I a'YVV www.callsll.com
(for other sates)
800-212-4480 1 811
By law, excavators and contractors working in the
five boroughs of New York City and Nassau and
Suffolk Counties on Long Island must contact
DigNet, 1-800-272-4480 or 811, at least 48 hours
but no more than 10 working days (excluding
weekends and legal holidays) prior to beginning
any mechanized digging or excavation work to
ensure underground lines are marked.
Excavators and contractors can also submit
locate requests online, through ITIC. If you do not
currently use ITIC, please call 1-800-524-7603
for more information.
For safety reasons, homeowners are strongly
encouraged to call as well when planning any
type of digging on their property. Homeowners
can contact us directly at 1-000-272-4480 or by
calling 811, the national call before you dig
number. For excavation work completed on
personal property, it is the contractor's
responsibility -NOT the homeowners -to contact
DigNet. Having utility lines marked prior to
digging is free of charge.
U
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www.dignetnycli.com
of N�1�WII��YO�KA�C�I1Y or
�VIVI.1I a'YVV www.callsll.com
(for other sates)
800-212-4480 1 811
By law, excavators and contractors working in the
five boroughs of New York City and Nassau and
Suffolk Counties on Long Island must contact
DigNet, 1-800-272-4480 or 811, at least 48 hours
but no more than 10 working days (excluding
weekends and legal holidays) prior to beginning
any mechanized digging or excavation work to
ensure underground lines are marked.
Excavators and contractors can also submit
locate requests online, through ITIC. If you do not
currently use ITIC, please call 1-800-524-7603
for more information.
For safety reasons, homeowners are strongly
encouraged to call as well when planning any
type of digging on their property. Homeowners
can contact us directly at 1-000-272-4480 or by
calling 811, the national call before you dig
number. For excavation work completed on
personal property, it is the contractor's
responsibility -NOT the homeowners -to contact
DigNet. Having utility lines marked prior to
digging is free of charge.
U
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