HomeMy WebLinkAbout1000-132.-1-31 OFFICE LOCATION: ®� S®
MAILING ADDRESS:
Town Hall Annex P.O.Box 1179
54375 State Route 25 Jd J�8 Southold, NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold, NY 11971 ® Telephone: 631 765-1938
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LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: April 15, 2024
Re: LWRP Coastal Consistency Review for EAST END SEAPORT MUSEUM& MARINE FOUNDATION,
LONG BEACH BAR BUG LIGHTHOUSE
SCTM# 1000-132-1-31
L.K. McLean Associates on behalf of EAST END SEAPORT MUSEUM & MARINE FOUNDATION, LONG
BEACH BAR BUG LIGHTHOUSE requests a Wetland Permit and a Coastal Erosion Permit to construct a
new pier by saw-cutting and removing existing concrete within footprint of proposed timber pier, remove±148'
of existing timber pier and replace with an 8'x40.75' (±322sq.ft.)greenheart timber pier, stepping down to an
8'x16.4' (132sq.ft.) fiberglass-grating pier at lower elevation and situated in an "L" configuration; install 94
linear feet of timber railing around the perimeter of the pier, 40' long fender pilings evenly spaced around the
perimeter of the pier, and three (3) aluminum marine ladders; replace four(4) two-pile dolphins while shifting
them slightly to the east to accommodate the new locatiorrof the pier; install one(1) five-pile dolphin; install a
new 19.5'wide wave screen using 10' long 3"xl0" greenheart timber boards connected to three (3) 8"x8"
greenheart timber wales and (3) 12" long steel brackets, and then fastened to 35' long HP 14x102 steel piles,
placed at 6' on center; and to construct a new walkway path around the existing building with approximately
113 cubic yards of heavy granite stone over an area of 787sq.ft.; the stone will lay flat and will allow the
visitors to walk around the lighthouse. Located: Off End of Long Beach Bar in Gardiners Bay, Orient. SCTM#
1000-132-1-31
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 proposal is INCONSISTENT with LWRP
Policies 6.3 (below) and therefore, INCONSISTENT with the LWRP.
6.3 Protect and restore tidal and freshwater wetlands.
A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and
regulations for all Andros Patent and other lands under their jurisdiction
1. Comply with Trustee regulations and recommendations asset forth in Trustee permit conditions.
The proposal does not meet Chapter 111. Coastal Erosion Hazard Areas of the Southold
Town Code.
a. No development is permitted in natural protective feature areas, except as
specifically allowed under the relevant portions of 6 NYCRR 505.8.
The pier is within the Coastal Erosion Hazard Area (CEHA). All development is
prohibited in the nearshore area pursuant to § 111-11. unless specifically
provided for by Chapter 111, COASTAL EROSION HAZARD AREAS. Pursuant
to § 111-6, allowable activities in these areas may include open timber piles
or other similar open work supports with a top surface area of less than
200 square feet which are removed in the fall of each year. Therefore, the
pier, as proposed, is prohibited in the nearshore area pursuant to Chapter 111,
COASTAL EROSION HAZARD AREAS as it is greater than 200 square feet and
not removable.
It is recommended that the Board consider the water-dependent nature of the proposal and the need for
safe access.
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: Honorable Lori Hulse, Attorney
r
Town of Southold RECEIVE
LWRP CONSISTENCY ASSESSMENT FORM APR 0 9 2024
Southold Town
A. INSTRUCTIONS Planning Board
1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other'ministerial permits not located within the Coastal Erosion HazardArea.
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).
3. If any question in Section C on this form is answered "yes",then the proposed action may affect the
achievement of the LWRP policy standards and conditions contained in the consistency review law.
Thus, the action should be analyzed in more detail and, if necessary; modified prior to making a
determination that it is consistent to the maximum extent practicable with the LWRP policy
standards and conditions. 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 L p n,q gfGGl\ B ct r-, Qv Q
SCTM#1000-132-01-031 L��ti�rine,V J
The Application has been submitted to (check appropriate response):
Town Board 1-1
Planning Dept. F]Building Dept. ❑ Board of Trustees IX
1. Category of Town of Southold agency action(check appropriateresponse):
(a) Action undertaken directly by Town agency(e.g. capital
construction,planning activity,agency regulation,land transaction)
4 El(b) Financial assistance(e.g.grant, loan,subsidy)
(c) Permit, approval,license,certification:
J
Nature and extent of action:
The proposed work consists of removal and replacement of the existing ti er pi with a new pile
supported pier. The new pier would be larger,an increase from 148 SF t 453 SF owever, 132 SF of the
proposed pier will be fiberglass grating,which will still allow natural light to pass through. See attached
project description for more details.
Project Description for
Long Beach Bar Bug Lighthouse, Orient, NY
The purpose of the proposed work is to remove and replace the existing timber pier located on -
the east side of the Long Beach Bar Bug Lighthouse.
It is proposed to remove the existing 148 SF existing timber pier and replace with a new 453 SF
pile supported pier. The new pier will consist of the following sections:
• 40.75'x8' (322±SF) greenheart timber pier(Elevation 6.68±)
• 16.4'x8' (132±SF)fiberglass-grating pier at lower elevation (Elevation 4.68±)
The shape of the new pier will form an "U. The higher section of the pier will be used to offload
passengers from the Peconic Star which runs tours to the Lighthouse. The lower section of the
pier will be used for docking of smaller recreational vessels.. The revised pier configuration will
provide increased accessibility to the cruises and tours offered by the East End Museum to Bug .
Lighthouse and to provide safety for pedestrians. The lower section of the pier will provide a safer
environment for boaters so that they do not need to climb a high ladder to access the pier.
The additional square feet of pier will provide greater levels of both safety and accessibility for
those who traverse the island. Approximately 132 square feet of the proposed ±453 square feet
pier is to be constructed from fiberglass grating, which will allow natural light to pass through to
the wetlands that it is encroaching into. The intent is to make'a necessary increase in the
accessibility for recreatio al boaters while minimizing the impacts to the wetlands.
The new timber ier� 'ill consist of 4"x8" greenheart "er stringers, 3"x10" gree heart timber
girders, 3"x8" gr en"eart timber decking and 35-ft Ion timber piles. A new railing VII be added
around this pier. ►he fiberglass-grating pier will have the same substructure as th 6 ber pier
and 40-ft long fender piles evenly spaced around the perimeter of the pier.
It is also proposed to construct a new timber wave screen on the south side of the pier to protect
and mitigate the actions of waves generated by east and southeast with fetches between 8 and
18 miles. This new 19.5' wide wave screen will be constructed with'10-ft'long 3"x10" greenheart
timber boards connected to (3) 8"x8" greenheart timber wales and (3) 12" long 8x6x.5/- steel
brackets, and then fastened to 35-ft long HP 14x102 steel piles, placed at 6-ft on center.
It is proposed to replace four existing 2-pile dolphin structures. The locations of the 2-pile dolphins
will be shifted slightly east to accommodate the new location of the pier. It is also proposed to
install one 5-pile dolphin directly south of the new wave screen to provide protection from ice
flows.
It is proposed to construct a new walkway path around the existing building with approximately
113 CY of heavy granite stone over an area of 787 SF. The stone will laid flat and will allow the
visitors to walk around the lighthouse.
All requirements of the NYSDEC, ACOE, DOS and Town of Southold permits will be adhered to.
Long Beach bar Bug Lighthouse, Orient, NY Page 1 of 2
Summary of Proposed Improvements
• 40.75'x8' (322±SF) greenheart timber pier
• 16.4'x8' (132±SF)fiberglass-grating pier at lower elevation
• Install 94 linear feet of timber railing around the perimeter of the pier
• Install a new 19.5' long wave screen
• Install three new aluminum marine ladders
• Install one 5-pile dolphin
• Replace four, 2-pile dolphins
• Construct a new walkway path around the existing building with granite stone over an area
of 787 square feet
Long Beach bar Bug Lighthouse, Orient, NY Page 2 of 2
Location of action: Orient,NY, 11957 (Island directly south of end of Orient Beach State Park)
Site acreage: 0.386
Present land use: Cultural Facilities
Present zoning classification:Institutional
2. If an application for the proposed action has been filed with the Town of Southold agency,the following
information-shall be provided: 1
(a) Name of applicant: Sarah Sands, Chairman,East End Seaport Museum
(b) Mailing address: 100 3rd Street, Greenport,NY 11944
(c) Telephone number:Area Code(484) 888-1049
(d) Application number,if any:
Will the action be directly undertaken, require funding, or approval by a state or federal agency?
Yes ❑ No If yes,which state or federal agency?
C. 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.
Yes ❑ No ❑ Not Applicable
This project is consistent with the policy because it proposes an increase in SF of existing pier,which will
increase the beneficial use of this coastal location as is will provide greater accessibility for those traveling to
the island. Simultaneously,there will be no adverse effects of development because the use of the open-grate
will still allow light to pass through the pier.
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 �X Not Applicable
_1
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 ❑X Not Applicable l
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
�X Yes No Not Applicable
The Project is consistent with the policy since it proposes the construction of a wave screen to mitigate the actions of waves,
which minimizes loss of the existing structures due to erosion.The rest of the construction pertains to the accessibility of the
pier,and the extension is included with the intention of increasing safety for all vessels.
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 �X Not Applicable
I
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
This project is consistent with the policy because it will not have any adverse affects on Significant Coastal Fish and Wildlife
Habitats and Wetlands.—The extension of the pier will be constructed using an open-grate platform,and this will allow
natural light to continue passing through, so as to not alter the wetlands.
t , •_
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
i
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.
0 Yes No Not Applicable
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
�X Yes No Not Applicable
i
The Project is consistent with the policy since it proposes the construction of a wave screen to mitigate the actions of waves,which
ininfinizes loss of the existing structures due to erosion.The rest of the construction pertains to the accessibility of the pier,and he
extension is included with the intention of increasing safety for all vessels.
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.
I
Yes No 0 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 0 Not Applicable
C
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 ❑X Not Applicable
Created on 5125105 11:20 AM
LONG BEACH BAR BUG LIGHTHOUSE
ORIENT, NEW YORK
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PERMIT PLANS FOR
PREPARED AND
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DATE: SUFFOLK COUNTY
m ROBERT STEELE, P.E. - NYSPE Lic. No. 077397
L. K. MCLEAN ASSOCIATES P.C. ORIENT, NY
LIK&A CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN,NY 11719
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0 o THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE
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ro MUST SIGN, SEAL. DATE AND DESCRIBE THE FULL EXTENT OF
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(NYS ED. LAW SECTION 7209-2). LKMA PROJECT NO. 23168.000
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WNUMBER & DIRECTION OF DATE BY DESCRIPTION APPROV. BY
PHOTO TAKEN REVISIONS
\I
2 GRAPHIC SCALE TOWN OF SOUTHOLD
a ® `— a -- PROPERTY LINES Io o s To 20 30 SUFFOLK COUNTY, NEW YORK
N n � I ' PHOTO NO. 6 LONG BEACH BAR BUG LIGHTHOUSE
- ( IN FEET )
D _ " 1 INCH a 20 FT.
o w j I EXISTING CONDITIONS PLAN
L. K. McLEAN ASSOCIATES, C.
0 0 I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOIOUVEN,NY 11719
0 r-
00 WATERBODY: DESCRIPTION: DATUM: D-ig-C By: Kim soalr. AS SHOWN snaet No.
1
O - REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t
N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Oaten By. DCR Doti FEBRUARY 2024 2 OF 9
/ STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.543 App—d W. RAS R.I.N.. 23168.000
d
1 _ \ •-" NOTES;
PROPERTY LINE 1 \\ x-"
1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011) AND THE VERTICAL DATUM IS REFERENCED TO
1 PROPOSED HEAVY GRANITE STO \ PROPOSED FIBERGLASS GRATING `+ NAVD88 (GEOIDI2A) THROUGH THE USE OF RTK GPS.
1 LAID FLAT FOR WALKING SURFACE
1 (MATCH EXISTING CONCRETE \ 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN
1 WALKWAY ELEVATION) A ROXIMATE \ THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT.
i i 7Ca> IMIT OF I
ULDERS LZ
EXI G III BER PIER , x n 3. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO
N
- TO ' x>a OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS.
STI
BE REMOVED AND\ i
\ .a, '+ 4. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY RI;
DISPOSED OFF (148tSF)\\ , x _ TO AN APPROVED UPLAND AREA FOR DISPOSAL. NO DEBRIS IS PERMITTED IN WETLANDS AND/OR -
i x-u lx''° PROTECTED BUFFER AREAS.
5. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND.
6. SAWCUT AND REMOVE EXISTING CONCRETE WITHIN FOOTPRINT OF PROPOSED TIMBER PIER.
7. REMOVE 148t SF OF OPEN PILE TIMBER PIER AND INSTALL 453f SF OF OPEN PILE TIMBER PIER.
8. REMOVE AND REPLACE FOUR (4) 2-PILE DOLPHIN STRUCTURES.
x-" / �,� // - \�`.� � `' \� �� ' x" x>s PROPOSED ALUMINUM 9. INSTALL ONE (1) 5-PILE DOLPHIN STRUCTURE.
MARINE LADDER (TYP.) 10.INSTALL APPROXIMATELY 113 CY OF HEAVY GRANITE STONE OVER AN AREA OF APPROXIMATELY 787 SF.
END FLR. DECK e �`� 1,,`,,',,+,1,r :a-0 1 I,x -se+ a !/\\ x->, /
"1 ;` 1`+ 1,+ 52'`0 EL a.�8t
CDNCRETE
r"FDU. - ..q._, \ 1 i,' $4-10"t
i
'�`° , II ' r r •• - , - i 'I,,, I�I I 1 I Ir&aa 1 '(`i 1
CONC-WALK-----, LEGEND
I14
.;,'' PROPERTY LINES
3 STORY —0" 34—9Ya
13, t
xf
1
I ui 1 PROPOSED 3"XB" GREENHEART
f#iui ' i i i f ; ; +.�-`':� '-- i ?• xa;�`�`` �''+i i 1 ' '
x_m DECKING PIER 322tSF
C17x_ n
; -_-_____ L
)
IGH THOUSE CONC. x 1 x>s PROPOSED FIBERGLASS GRATING
1
WA ,' ; i i I`i (131±SF)
REMAINS
r
FENDER PILE WUNE/ PROPOSED WAVE SCREEN (19.5±LF)
RITE FENDER SYSTEM
CDNCRETE — -
FOUNDATION ". is - ;. ��%'�/ ( f I �\ 01 (NP•)
x-sz
PROPOSED RAILING
SEE ( LF)
N TE 6) IE
I / ( , 1 \ +:,• CDNC. WALK } 'i.; / / 'ter -- x=ea.� L Ei..(i�t
94t
i _ -> - _ H:'0 x-zs
-�19 ` - • UNPROPOSED
RITE PEN ERE SYSTEM (0 EACH)
xr i i I `i :��--a --------- _�- i / , " �' r'1/i - x Pz R PILE WITH
�1`I I->s ; I PROPOSED ALUMINUM MARINE
_ --- -- ----- / r/2 -11"f `'x -19'-10"txx bROPOSED 19.5 LF WAVE SCREEN 8 LADDER (3 EACH)
--a----------------------- / x''°> PROPOSED HEAVY GRANITE STONE
11 -- - PROPOSED 3"X8" x -
` _-___. -- ____________ , ,1 \->+, I i 113±CY OVER AN AREA OF 787±SF
\I ++ 1`, \\ \ ------ ------ �� �� ,' ' 40-3"f I x-e. - I GREENHEART DECKING PIER ( )
a ` -�-_APPRDAT =__ .'' '/ 1 x es xGD I \ I .
\ _______-- _ ,_ -CIPt1�9F-- / „1'`� ' - I \ I PROPOSED FENDER PILES (4 EACH)
``+I \` _ _---------P8U6.➢E"RS--� �_ _ _ i i 1 _ x�, PROPOSED 5 PILE DOLPHIN 00
---- ---z---- - -
_ — -__-,___ - PROPOSED 5 PILE DOLPHIN ( EACH)
I I � 1 CH
DISPOSEREkIOVE AND
---- _-- ---- ---_- f �'' -e' I OF EXISTING FENDER
3 \\ ' x ' PILES (TYP.) S M COASTAL SHOALS, BARS, AND MUDFLATS
,
x L Z LITTORAL ZONE
PROPOSED FENDER
MATCH'EXISTING EL 8.36t i PILE (TYP.)
o H.W. EL. 1.�Ot x�z
PROPOSED 8"0 GREENHEART
CD
s PILE FASTENED TO STRINGER x GA R D I N E R S B Ax '8 x»
AND_E)SISTING CONCRETE ,A _�, `
.5 M.H.W. EL 0.98t_ „�. S IVI x� x i x>e
m M.LW. EL. -1.54t '
MAR -- 1
PLAN
SCALE 1"=10' (22"X34") Southold To un
EXISTING WETLAND LIMIT LINES SCALE 1"=20' (11"X17") I ��IofTrustim
a, FROM NYSDEC 1974 WETLAND
ro INVENTORY MAP (TYP.)
DATE BY DESCRIPTION APPROV. BY
10 0 10 20
`- REVISIONS
g° SCALE IN FEET I III III TOWN OF SOUTHOLD
0 20 0 20 40 SUFFOLK COUNTY, NEW YORK
LONG BEACH BAR BUG LIGHTHOUSE
�N
SCALE IN FEET
o w GENERAL PLAN
I In
W L. K. McLEAN ASSOCIATES, H.(;.
O Q CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719
N Q
_
aj WATERBODY: DESCRIPTION: DATUM: Designed By: KJM scale: AS SHOWN Sheet Na.
�
REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30f DCR
D N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBERDrawn By: Date: FEBRUARY 2024 WAVE SCREEN AND M.H.W. EL. 0.98t 3 OF 9
STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. -1.54t Approved By: RAS File Na.23168.000
a
IIII�OOIIDII�u1111 IIIIIIIU110119�0 11 11 1111I1I0 11 1 11 0 11 0 11 111111 I NOTES:
WB11 1uL� 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011) AND THE VERTICAL DATUM IS REFERENCED TO
NAVD88BB (GEOIDI2A) THROUGH THE USE OF RTK GPS.
2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN
THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT.
I 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY
REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL. NO DEBRIS IS PERMITTED IN WETLANDS AND/OR
��....JJ ��......JJI I PROTECTED BUFFER AREAS.
B �IFTII I 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND.
FI
�� 1 i 5. SAWCUT AND REMOVE EXISTING CONCRETE WITHIN FOOTPRINT OF PROPOSED TIMBER PIER. -
I\ 6. 3"X8' DECKING SHALL BE FASTENED TO STRINGERS WITH (2) 6- LONG SOWS SCREWS AT 1" FROM THE
/ \ OUTSIDE EDGE AND 1.75'OF THE ENDS OF EACH PLANK (DRILLED AND COUNTERSUNK).
_ 7. REMOVE 148f SF OF OPEN PILE TIMBER PIER AND INSTALL 453t SF OF OPEN PILE TIMBER PIER.
4p — 8. INSTALL APPROXIMATELY 113 CY OF HEAVY GRANITE STONE OVER AN AREA OF APPROXIMATELY 787 SF.
/ I n I \ 9. REMOVE AND REPLACE EXISTING STONE AS REQUIRED TO FACILITATE ARMOR STONE PLACEMENT.
/ IE �I i III II�I�II II i I�+11 \
/ I I II II II II I I \
CI I�I I_I il��_7 ,_I '�I�,
_ —_=______=_� _
fT
i n I n n�� n F r i n I _ EXISTING CONCRETE PATH
2B
IIIII 1 II II II.II I II II IIII I II_II TO REMAIN
26 24 II II L N II II II II II II II J II II I I (SEE NOTE NOTE 5) 17'-5' ,9•-,D- .
n. dl � n
2z (� IIII ITV II� III IIII I III IIII II TYPE 3 6 0 S.SS..CABLE®LE °3.5/O.C.
I III I I p I I I I I �1II�II�II�If'I'IIIIIIIIII�II I I I I 191
�I _ Max. (TYP. SEE RAIL WOODDETAIL)
20 ........ .._— _ ...... _._.._..... ___ —..____ 1'X6'APE HARD WOOD 70P
18 EL B.St(MATCH EXISTING CONCRETE EXISTING —�_ CAP
30' (SEE RAIL 3'X6"
.
DETAIL)
GROPEENHEART DECKING(SEE
ROSED
WALKWAY ELEVATION) CONCRETE PATH —
TO REMAIN NOTE 6)
76 � � � � ' 'IPE POSTS
14 PROPOSED 2 TON HEAVY ARMOR STONE I /42t'O.C.(TYP.) GARD SYSTEM
(TYP.)
FENDER
(GRANITE)LAID FIAT FOR WALKING SURFACE BOARD SYSTEM(lYP-)
(1132CY OVER AN AREA OF 787±SF)
• 3'FIBERGLASS GRATING
12 _ STAIRCASE(SEE SECTION E-E)
3 FILL VOIDS ALONG BOTTOM AND -0�
-0 10 SIDES WITH W=500 LEIS STONE
8 REMOVE AND RESET EXISITNG ARMOR 4
STONE AS NECESSARY TO FACILITATE S� - I I TOP OF PROPOSED DECKING EL 6.6Bt
Ef
PLACEMENT OF PERIMETER WALKWAY STONE �- —� --4.8'GREENHEART
8TRINGERS
/// HURRICANE STRAPPING(1,
(SEE NOTE 9) ' �— \ / l /��C ` 0 24'O.C.MAX.MA%.W/HE
2
/ C�-�- 8'X8'GREENHEART
/ I \ \ \ \ I I II I TIMBER WALE
I 3' GIREENHEARTPILE
-2 CAPS FASTENED TO PILE W/I /4-0 S(V.)MBER
-4 THRU OLTS(TYP•
0 6 ll\ — — —
O -10 ` J \ ` JI I J l BRAC_R TRMSVMDETCRPOI ES
° \� / z ` �� �)1'0 GALV.TIMBER BOLTS
-12
o / 35'LONG 10'0 MIN.TIP" I I I I I I
U
C GREENH
1 -14 EART TIMBER BATTER
MATCH EXISTING EL 8.36t PILES(TYP.) WAVE SCREEN NOT
SHOWN FOR CLARITY
c� -16
(SEE MISCELLANEOUS
DETAILS- 1)
U PROPOSED 8'0 GREENHEART
EMOVE EXISTING
TIMBER PILE BOLTED TO 35'LONG B'0,MIN.TIP
N -20 STRINGER AND EXISTING GREENHEART TIMBER PILES(TYP.) LONG a'O MIN.TIP
CONCRETE PI ENHEART TIMBER FENDER
S -22 ii'-9' _ •_O• •_°• •_O• PILE(TYP.)
ISTING GROUND
� -24
J
SECTION A—A J�D
SCALE 1"=5' (22"X34") DATE BY DESCRIPTION APPROV. BY
SCALE 1"=10' (11"X17") REVISIONS
II IIII II TOWN OF SOUTHOLD
o MAR _ 24 SUFFOLK COUNTY, NEW YORK
I I I LONG BEACH BAR BUG LIGHTHOUSE
N
ow Southold Town
o Board of Trustees TYPICAL SECTION - 1 -
W L. K. McLEAN ASSOCIATES, P.C.
p O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN.NY 11719
N cO
GO WATERBODY: DESCRIPTION: DATUM: Designed By: KJM stole: AS SHOWN Sheet No.
REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t
GARDINERS BAY DCR Date: FEBRUARY 2024
N THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Drawn� oe: 4 OF 9
i STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By: RAS File No.23168.000
li
NOTES:
EXISTING PIER TO BE 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)
REMOVED AND LEGALLY AND THE VERTICAL DATUM IS REFERENCED TO NAVD88
1"X6" IPE HARD WOOD TOP DISPOSED OF
GEOID72A)THROUGH THE USE OF RTK
CAP ® 30' (SEE RAIL DETAIL)
8'-0"f 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT
CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE
FIBERGLASS GRATING AS NYSOEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM
4"xB" GREENHEART STRINGERS ® MANUFACTURED BY McNICHOLS OR OF THE PERMIT. -
24"t O.C. MAX. W/ H8 S.S PROPOSED 3"XS" GREENHEART APPROVED EQUAL (SEE NOTE 7) 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTI•
HURRICANE STRAPPING (TYP.) n DECKING (SEE NOTE 5)
I THIS PROJECT SHALL BE COMPLETELY REMOVED TO i
35' LONG TOP OF PROPOSED PILE EL. 8.68t EPDXY COATED STEEL D AREA FOR DISPOSAL. NO DEBRIS
PERMITTED APPROVED U NPLWETLANDS AND/OR PROTECTED BUFFET- -
H-PILE HP14x1O2 A572 GRADE 50 AREAS.
OR APPROVED EQUAL TOP 20' OF I I I I 4"x4" IPE POSTS ® WEST SIDE EAST SIDE
H-PILE TO BE COATED WITH EPDXY 3'-6" I I I 42" O.C. (SEE DETAIL) Y f 4 K NDCTOR SHALL RESTORE ANY DISTURBED AREAS IN
(ALL SIDES).
I 4"x8" GREENHEART STRINGERS 4' PROPOSED LINERITE FENDER 5. 3"X8" DECKING SHALL BE FASTENED TO STRINGERS WITH
® 18"t O.C. W/ H8 S.S BOARD SYSTEM (TYP.) (2) 6"LONG SOWS SCREWS AT 1" FROM THE OUTSIDE
1Y4"O A325 GALV. BOLTS (TYP.) WITH HEX TOP OF DECK EL 6.68f HURRICANE STRAPPING (TYP.) 8'-O"t EDGE AND 1.75" OF THE ENDS OF EACH PLANK (DRILLED
NUT & WASHERS (TYP.) — AND COUNTERSUNK).
(MATCH EX. DECKING EL)
i 1"0 GALV. TIMBER t y B. FIBERGLASS GRATING SHALL BE FASTENED TO STRINGERS
TOP OF WAVE SCREEN EL 5.58t e o BOLT (TYP.) TOP OF PROPOSED GRATING El. 4.68t WITH S.S. SADDLE CUPS AS RECOMMENDED BY
o •4 o (2)Ys"0 GALV. TIMBER BOLTS 10 YEAR STILL WATER EL. 4.2Of MANUFACTURER.
SOUTH SIDE — — — — — WITH HEX NUT AND WASHER
7. FIBERGLASS GRATING:
WALE El. 4.08t I 10 YEAR STILL WATER EL. 4.20f e e I CAPS"FASTENED GREENHEART
PLE W/ 'DECKING: MODEL APPROVED
AS MANUFACTURED BY
0 o McNICHOLS OR APPROVED EQUAL
(2)-3/4"0 GALV. TIMBER -STAIR TREADS: MODEL MS-S-150 AS MANUFACTURED BY
1"0 A325 GALV. BOLTS, WASHERS & NORTH SIDE 8"XB" GREENHEART TIMBER ! McNICHOLS OR APPROVED EQUAL
THRU-BOLTS (TYP-)NUTS (TYP. PER H-PILE) \ (2) 3"X10- GREENHEART PILE CAPS WALE IMBE O° 8. REMOVE 148f SF OF OPEN PILE TIMBER PIER AND INSTALL
8"X8" GREENHEART TIMBER WALE \I I FASTENED TO PILE W/ (2)-3/4"0 { ? S.H.W. EL. 1.30f 453t SF OF OPEN PILE TIMBER PIER.
WALE EL. 1.71t I I GALV. TIMBER THRU-BOLTS (TYP.) M H.W EL. 0.98t
S.H.W. EL. 1.3Ot
TIMBER
M.H.W. EL. O.98f 8"XB" GREENHEART
2"X8" GREENHEART TIMBER WALE WALE (TYP.)
PROPOSED 8"X8" GREENHEART R /
8"X8" GREENHEART TIMBER WALE BLOCKOUT FASTENED WITH (1) 1"0
WALE EL. -0.67t I GALVANIZEDTHRU-BOLT WITH OGEE
1i M.L.W. EL. -1.54t
M.L.W. EL. -1.54t / 35' LONG B"0 MIN. TIP
4"XB" GREENHEART TIMBER WALE I I 1 I I 1 GREENHEART TIMBER BATTER
PILES (TYP.)
I 40' LONG 8"0 MIN. TIP
8"XB" GREENHEART TIMBER WALE I I 3 I I GREENHEART TIMBER FENDER IV
/
PILE (TYP.) /
o, BOTTOM OF WAVE SCREEN EL. -4.42t 3"C.0 I I I PROPOSED 3"X8" GREENHEART -5.00± TO -8.00±
TIMBER TRANSVERSE CROSS
BRACING FASTENED TO PILE WITH
N I I I I 1"0 GALV. TIMBER BOLTS (TYP.)
10' LONG, 3"X10" BATTERED GREENHEART TIMBER
WAVE/ICE SCREEN, TYP. (WHERE SHOWN ON PLANS), I I I I
o (2" GAP BETWEEN
LEEECONNECTIONE DEfAILE FOR FASTS S)
PLAN AND
35' LONG 8"0 MIN. TIP
GREENHEART TIMBER PILES
o EX. GROUND EL. VARIES FROM (ttP')
-5.O0± TO -8.00±
I I I
c 12" LONG 8x6x.5L FASTENED TO H-PILE WITH I I I I
m (4) 3/4" BOLTS, WASHERS & NUTS (TYP) TOP
N & BOT. (EPDXY COATED BOTH SIDES), 35' LONG 8"0 MIN. TIP
(WHERE SHOWN ON PLANS) I I GREENHEART TIMBER PILES
N I I (TYP-) SECTION C—C
I FIBERGLASS GRATING
I I 35 LONG 8"0 MIN. TIP N.T.S.
GREENHEART TIMBER BATTER
PILES (TYP.)
0
J L
U
C7
3 4X4 IPE HARD WOOD POST @ 42" O.C.\
0
1X6 IPE HARD WOOD ® 30'
> I 1X6 IPE HARD WOOD ® 30'
v -5—6'F� "t TYPE/ ULTRA-TEC CABLE RAILING, 3/16" PE
VT-- 316 S.S. CABLE ® 3.5" O.C. MAX.
m (TYP.) AS MANUFACTURED BY THE CABLE
0 r2 CONNECTION
SECTION B—B INSTALL CABLE THROUGH CENTER OF 8
m POSTS AS PER MANUFACTURES 4 3'-6"
TIMBER PIER RECOMMENDATIONS (TYP.) DECKING SURFACE
O' N.T.S. 'E ---- ------- „ --- DATE BY DESCRIPTION APPROV. BY
J 2'
c ' REVISIONS
�i E I V E IIIII III I I TOWN OF SOUTHOLD
t� SUFFOLK COUNTY, NEW YORK
`0 1 (2) }" 0 GALV. TIMBER BOLTS WITH HEX III
0- 4"xB" GREENHEART STRINGERS
F 24"f O.C. MAX. W/ H8 S.S NUT AND WASHER (TYP.) LONG BEACH BAR BUG LIGHTHOUSE
a Ln HURRICANE STRAPPING (TYP.) I I I I I I III
o W MAR " 1 2024 TYPICAL SECTION — 2
o
IPE RAIL W/STEEL CABLE DETAIL_
a W N.T.S L. K. McLEAN ASSOCIATES, P.C.
O 0 SouthDld TOWn CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN,NY 11719
N ? old Of TIUS1PRS WATERBODY: DESCRIPTION: DATUM: Designed By: KJM scale: AS SHOWN Sheet No.
m�
10 REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.3Ot DCR ().to: FEBRUARY 2024
- c1 GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. O1.54 Drawn By, 5 OF 9
j STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. -1.54f Approved By. RAS File No.23168.000
a
DETAIL A (SEE EXISTING PIER TO BE REMOVED
MISCELLANEOUS DETAILS-2) AND LEGALLY DISPOSED OF 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)AND THE VERTICAL DATUM IS REFERENCED TO
NAVD88 (GE0I0I2A)THROUGH THE USE OF RTK GPS.
4"x8" GREENHEART STRINGERS
24"f O.C. MAX. W/ H8 S.S ULTRA-TEC CABLE RAILING, 3/16" 1"X6" IPE HARD WOOD TOP 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE
HURRICANE STRAPPING (TYP.) TYPE 316 S.S. CABLE ® 3.5" O.C. CAP ® 30' (SEE RAIL DETAIL) NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT.
MAX. (TYP., SEE RAIL DETAIL) 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO
AN APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED
1"X6" IPE HARD WOOD TOP BUFFER AREAS. ----
CAP 0 30' (SEE RAIL DETAIL)
8'-0"f 16'-5't PROPOSED 3' WIDE FIBERGLASS 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND.
4"x4" IPE POSTS ® GRAT MANUIFACTUR NG STAIR D TBYEAMcN CHOLS OR D AS 5. PROPOSED FENDER PILES NOT SHOWN FOR CLARITY. -
42" O.C. (SEE DETAIL) APPROVED EQUAL 6. 3"X8"DECKING SHALL BE FASTENED TO STRINGERS WITH (2) 6" LONG SDWS SCREWS AT 1" FROM THE
OUTSIDE EDGE AND 1.75"OF THE ENDS OF EACH PLANK (DRILLED AND COUNTERSUNK).
PROPOSED 3"X8" GREENHEART
4"x4" IPE POSTS ® 7. FIBERGLASS GRATING SHALL BE FASTENED TO STRINGERS WITH S.S. SADDLE CLIPS AS RECOMMENDED B
DECKING (SEE NOTE 6) 42" O.C. (SEE DETAIL) MANUFACTURER.
(2) 3"X1O" GREENHEART PILE n B. F GRATING:
-DECKING
: MODEL MS-R-SL-150 AS MANUFACTURED B McNICHOLS OR APPROVED EQUAL.
CAPS FASTENED TO PILE W/ -STAIR TREADS: MODEL MS-S-150 AS MANUFACTURED BY McNICHOLS OR APPROVED EQUAL
(2)-3/4"0 GALV. TIMBER I I I 4"x8" GREENHEART STRINGERS
THRU-BOLTS (TYP.) 18"t O.C. W/ H8 S.S HURRICANE 9. REMOVE 148t SF OF OPEN PILE TIMBER PIER AND INSTALL 453t SF OF OPEN PILE TIMBER PIER.
S-6" I STRAPPING (TYP.)
35' LONG, EPDXY COATED STEEL
H-PILE HP14x102 A572 GRADE 50
OR APPROVED EQUAL. TOP 20' OF
H-PILE TO BE COATED WITH EPDXY TOP OF DECK EL. 6.68t
(ALL SIDES).
\ (MATCH EX. DECKING L.
TOP OF WAVE SCREEN EL. 5.58t o — a I -'
i 12'-9"t
1Y"0 A325 GALV. BOLTS (TYP.) WITH HEX o _ _ _ _ _ / 7 \ TOP OF PROPOSED GRATING EL. 4.68t
NUT & WASHERS (TYP.)
WALE EL. 4.08t I I 10 YEAR STILL WATER EL. 4.20t
1"0 A325 GALV. BOLTS, WASHERS &
NUTS (TYP. PER H-PILE)
8"X8" GREENHEART TIMBER WALE \\I
WALE EL. 1.71t
2"XB" GREENHEART TIMBER WALE
I I
8"XS" GREENHEART TIMBER WALE
WALE EL. -0.67t O" Qo
a I M.L.W. 4
� 4"X8" GREENHEART TIMBER WALE I I 1 I
N SOUTH SIDE I I I I
Q 8"XB" GREENHEART TIMBER WALE
I I I 3 I (2) 3"X10" GREENHEART PILE -
w CAPS FASTENED TO PILE W/
o BOTTOM OF WAVE SCREEN EL. -4.42f 3" I I I (2)-3/4"0 GALV. TIMBER
0 C C I I I I PROPOSED 3"X8" GREENHEART THRU-BOLTS (TYP.)
TIMBER TRANSVERSE CROSS
rn BRACING FASTENED TO PILE WITH
'o I I I 1"0 GALV. TIMBER BOLTS (TYP.)
0 10' LONG, 3"X1O" BATTERED GREENHEART I I I I PROPOSED FIBERGLASS GRATING
TIMBER WAVE/ICE SCREEN, TYP.
(2" GAP BETWEEN EACH SHEET, SEE PLAN DETAIL 8 (SEE
VIEW AND MIDDLE WALE CONNECTION I I I PROPOSED 8"X8" GREENHEART MISCELLANEOUS DETAILS-2)
DETAIL FOR FASTENERS) BLOCKOUT FASTENED WITH (1) 1"0
GALVANIZED THRU-BOLT WITH OGEE
12" LONG 8x6x.5L FASTENED TO H-PILE WITH I I I WASHERS 4"x12" GREENHEART STRINGERS
(4) 3'4" BOLTS, WASHERS & NUTS (TYP) TOP ® 12"t O.C.
O & BOT. (EPDXY COATED BOTH SIDES)
0
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o -S.00t TO -B.00t
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I
GREENHEART TIMBER
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4' GREENHEART TIMBER BATTER
J PILES (TYP.) _I
7'-7"t 7'-7"t
m
DATE B DESCRIPTION APPROV. BY
c 1 REVISIONS
� SECTION D-D IIIIIJ IIII TOWN OF SOUTHOLD
o ' VE N.T.S. �■II BUTTOCK COUNTY, NEW YORK
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E Ow � LONG BEACH BAR BUG LIGHTHOUSE
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TYPICAL SECTION — 3
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p SouthDld TO. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN,NY 11719
N 9 L e0aw of TTUStBPS WATERBODY: DESCRIPTION: DATUM: Designed By. KJM Scale: AS SHOWN sheet No.
00
REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t
GARDINERS BAY DCR Date: FEBRUARY 2024
N THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98f Omwn By: 6 OF 9
/ STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. -1.54t App—d By: RAS File Ne.23168.000
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IIII NI I�I Ilnnlllll NOTES:
III ��UI— 1. THE HORIZONTAL L DATUM IS REFERENCED TO NAD83 (2011)AND THE VERTICAL DATUM IS REFERENCED
— — TO NAVDCONTRACTOR
(SHALL RE THROUGH THE USE OF RTK GPS.
2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED
T IN THE NIYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT.
3. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE T�
OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS.
I II I 4. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLEI-
REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL. NO DEBRIS IS PERMITTED IN WETIN.LA�'- -
FF AND/OR PROTECTED BUFFER AREAS.
Iu �,nJ
lbl r �II-'lll I 5. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND.
III III III III 6. INSTALL APPROXIMATELY 113 CY OF HEAVY GRANITE STONE OVER AN AREA OF APPROXIMATELY 787 SF.
//ll�= �JI\\ 7. REMOVE AND REPLACE EXISTING STONE AS REQUIRED TO FACILITATE ARMOR STONE PLACEMENT.
/ I� �I i II III III II � IE :lI \
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REMAIN L —
1B EXISTING
CONCRETE PATH
TO REMAIN —
16 EL 8.53(MATCH EXISTING CONCRETE
WALKWAY ELEVATION)
D`
'OO 4
N _ PROPOSED 2 TON HEAVY'ARMOR STONE -
_ 12 (GRANITE) WO FIAT FOR WALKING SURFACE
Q (113tCY OVER AN AREA OF 787t5F) _p•� -
D 0-
FILL VOIDS ALONG BOTTOM AND
rn SIDES WITH W=500 LBS STONE
� SEE NOTE 7 MP.)
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= SCALE 1"=5' (22"X34")
s SCALE 1"=10' (1 1"X 17")
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07
DATE BY DESCRIPTION APPROV. BY
REVISIONS
:MAR 1 2024 I III ISUFFOLK COUNTY,N OF N WOLD
YORK
1 illill
M N LONG BEACH BAR BUG LIGHTHOUSE
o W BoedofTrustees I IIII I III TYPICAL SECTION — 4
° L. K. McLEAN ASSOCIATES,
N O
O O
CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOK HAVEN, 11719
N C WATERBODY: DESCRIPTION: DATUM: Designed By KJM seole: AS SHOWN Sheet No.
12 REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30f
N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Down By DCR Date: FEBRUARY 2024 7 OF 9
/ STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By: RAS File No.231 68.000
n.
• 10' LONG, 3"X10" BATTERED GREENHEART TIMBER WAVE/ICE
SCREEN (2" GAP BETWEEN EACH SHEET, SEE PLAN VIEW
1"0 A325 GALV. BOLTS, WASHERS AND WALE CONNECTION DETAIL FOR FASTENERS), TYP. NOTES,
• & NUTS (TYP.) 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011) AND THE
3fi"O A307A DOME HEAD TIMBER BOLT W/ VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A)THROUGH THE
GALV. DOCK WASHER & HEX NUT (TYP.) USE OF RTK CPS.
2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND
8"XB" GREENHEART TIMBER WALE SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO ENSURE -_
COMPLIANCE DURING THE TERM OF THE PERMIT.
19'-6"f 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROS,
SHALL BE COMPLETELY REMOVED TO AN APPROVED UPLAND AREA FOF _
DISPOSAL NO DEBRIS IS PERMITTED IN WEILANDS AND/OR PROTECTED
BUFFER AREAS.
4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND.
12" LONG 8x6x.5L (EPDXY
COATED, ALL SIDES) FASTENED TO 35' LONG, EPDXY COATED STEEL H-PILE
8"x8" WALE WITH (4) -Y4" A325 HP14x102 A572 GRADE 50 OR APPROVED
GALV BOLTS, WASHERS & NUTS EQUAL. TOP 20' OF H-PILE TO BE COATED
(TYP) TOP & BOT PLAN WITH EPDXY (ALL SIDES).
STEEL
N.T.S. H PILE HP14 G. EPDXY
AS 2ATED GRADE 50
OR APPROVED EQUAL TOP 20' OF 77�"
H—PILE TO BE COATED WITH EPDXY
(ALL SIDES).
19'-6"t
8"
2" GAP (TYP.)
TOP OF WAVE SCREEN EL. 5.58t
I I I I I I
WALE EL. 4.08t O O 0 O I O O O O O O O IO O O O O b pI 10 YEAR STILL WATER EL. 4.20t
I I I I II
WALE EL. 1.71 t O O O O O C1 O O O O O O O IO O O O O OI
12"
S.H.W. EL. 1.30t I
M.H.W. EL 0.98f
II I II I
WALE EL —0.67t O O O O 9 Q O O O O O O O IO O O O O P OI 12" LONG 8x6x.5L (EPDXY
N M.L.W. EL. —1.54t B"xB COATED, L WALE WITHFASTENED
TE TO
(4) -Y4 A325
Q GALV I I I I I I
I I I I I I I (TYP)BOLTS. HERS & NUTS
TOP & BOT
o I I I I I I
0
ISOMETRIC
I 10' LONG, 3"X70" BATTERED GREENHEART
o BOTTOM OF WAVE SCREEN EL -4.42t
TIMBER WAVE/ICE SCREEN, TYP. N.T.S.
0 (2" GAP BETWEEN EACH SHEEP, SEE PLAN
C VIEW AND MIDDLE WALE CONNECTION DETAIL
O FOR FASTENERS)
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3 EX. GROUND EL VARIES FROM
o _
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c_ 35' LONG, EPDXY COATED STEEL 6'-0"f 6'-0"f 6'-O"f REVISIONS
H-PILE HP14x102 A572 GRADE 50
:2 OR APPROVED EQUAL. TOP 20' OF
H-PILE TO BE COATED WITH EPDXY ELEVATION 1� SUF OVLK COUNTY, NEW YORK
a (ALL SIDES, TYP.)
N N.T.S.
LONG BEACH BAR BUG LIGHTHOUSE
LIMBER WAVE SCREEN DETAIL
w o MISCELLANEOUS DETAILS —
w N.T.S. L. K. McLEAN ASSOCIATES, P.C.
O 00 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN,NY 11719
N 00 Sheet No.
oo WATERBODY: DESCRIPTION: DATUM: Designed By: KJM scale: AS SHOWN
`O REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t
.010 GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t D—n By: DCR Me: FEBRUARY 2024 8 OF 9
/ STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By: RAS File No. 23168.000
a
NOTES:
EXTERNAL COUNTERSINK (TYP.) 3"
1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011) AND
1"0 A307 GALV. BOLTS (4) THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A)
WITH HEX NUT AND WASHERS THROUGH THE USE OF RTK CPS.
COUNTERSUNK
2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS
INTERIOR NO TOP OF LINERITE EL. 10.68f
COUNTERSINK AND SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT
(TYP.) 8"O TIP CCA TIMBER ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT.
KING PILE 40' LONG
3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF T'_
PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED
(4) 8"0 TIP CCA 12" (TYP) UPLAND AREA FOR DISPOSAL. NO DEBRIS IS PERMITTED IN
OUTSIDE TIMBER PILE
40' LONG WETLANDS AND/OR PROTECTED BUFFER AREAS.
PLAN 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND.
N.T.S.
TOP EL=10.68t
8"0 TIP CCA TIMBER 5. FASTEN LINERITE FENDER SYSTEM WITH 6" LONG 5/B"0 GALV. LAG
TOP EL=10.68t KING PILE 40' LONG PROPOSED LINERITE FENDER FASTEN 2"X3"X156" LINERITE BOLTS SEE DETAIL).
BOARD SYSTEM BY DURAMAX BATTERBOARD SYSTEM TO (
(4) 1"0 A307 GALV. BOLTS (TYP.) (2) 1"0 A307 GALV. BOLTS (TYP.) OR APPROVED EQUAL(TYP.) FACE OF PILE AS
WITH HEX NUT AND WASHERS WITH HEX NUT AND WASHERS MANUFACTURED BY DURAMAX
4'
COUNTERSUNK COUNTERSUNK EL=6.68t OR APPROVED EQUAL
TOP EL=6.68f t12'-3"
(4) 8"0 TIP CCA
OUTSIDE TIMBER PILE
1 40' LONG S.H.W. EL=1.30t
M.H.W. EL=0.98t
S.H.W. EL=1.30f S.H.W. EL. 1.30t
M.H.W. EL=0.98t
M.L.W. EL=-1.54t FASTEN TO TIMBER PILE WITH
1 6" LONG J"O GALV. LAG BOLTS
16 M.L.W. EL=-1.54t
® 12" O.C. AT LOCATIONS
3 DETERMINED BY THE ENGINEER
M.L.W. EL -1.54t
EXIST. GROUND VARRIES
FROM EL -7.43t TO
EL. -8.37
EXIST. GROUND EL. -7.41 t
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° BATTERBOARD SYSTEM DETAIL
N
N.T.S
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N
ELEVATION SCALE 1"=4' (22"X34")
SCALE 1"=8" (11"X17")
SCALE 1"=4' (22"X34")
ii SCALE 1"=e" (11"xn") FENDER PILE
FIVE PILE DOLPHIN
o PROPOSED 3' WIDE FIBERGLASS
GRATING STAIR TREAD AS
c
o MANUFACTURED BY McNICHOLS
C) z OR APPROVED EQUAL
3: PROPOSED 3"XS" GREENHEART DECKING
0 4"02" GREENHEART
4"x8" GREENHEART STRINGERS @ HU212XW1 SLD30 HURRICANE TIES
2 18"t O.C. W/ H8 S.S HURRICANE AS MANUFACTURED
ONGTIE OR APPROVED EQUAL
STRINGERS 12"f O.C.
STRAPPING (TYP.)
v
3"X1O" GREENHEART PROPOSED 3' WIDE FIBERGLASS
0 PILE CAP GRATING STAIR TREAD AS
MANUFACTURED BY McNICHOLS 4"xB" GREENHEART STRINGERS
= OR APPROVED EQUAL 18"t O.C. W/ H8 S.S HURRICANE
J STRAPPING (TYP.)
I!S I E C E ' V
m
o DATE BY DESCRIPTION APPROV. BY
o 4"x12" GREENHEART \MSTA12SS HURRICANE TIES AS REVISIONS
12"t O.C. s( e y MANUFACTURED BY SIMPSON �� I TOWN OF SOUTHOLD
STRINGERS
MAR — 1 �M4 STRONGTIE OR APPROVED EQUAL SUFFOLK COUNTY, NEW YORK
a (2) 3/4"0 GALV. TIMBER `
° THRU—BOLTS (TYP.) (1) 3"X1O" GREENHEART DETAIL B LONG BEACH BAR BUG LIGHTHOUSE
a cn LEDGER BOARD WITH (2) I I I I I
^2 1 6" LONG 1/2"0 GALV. Southold Town N.T.S. -
o w LAG BOLTS Bowd of Trustees
MISCELLANEOUS DETAILS —
0
w DETAIL A L. K. McLEAN ASSOCIATES, P.0
O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN,NY 11719
N.T.S.N WATERBODY: DESCRIPTION: DATUM: Designed By KJM scale: AS SHOWN sheet No.
00
° REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t Drawn By: DCR Date: FEBRUARY 2024 g OF 9
GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98f
j STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By. RAS File Na.23168.000
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