HomeMy WebLinkAbout1000-106.-6-10 & 13.4 OFFICE LOCATION: ® 0 O(f��®�+ MAILING ADDRESS:
Town Hall Annex P.O.Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.)
G.. Telephone: 631 765-1938
Southold, NY 11971 + • _ �y0,
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
Cc: Honorable Lori Hulse, Attorney
From: Heather Lanza, AICP, Planning Director
LWRP Coordinator
Date: October 14, 2025
Re: LWRP Coastal Consistency Review
STRONG'S WEST MILL, SCTM# 1000-106-6-10 & 13.4
This application is to remove and replace (in-place) approximately 157 linear feet of
existing steel bulkhead with composite bulkhead as shown on the plans submitted.
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, it is my recommendation that the proposal is CONSISTENT with the LWRP
with the following condition:
• The replacement of the existing bulkhead follows best practices as determined by
the Board of Trustees.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in
preparing its written determination regarding the consistency of the proposed action.
Town,of Southold
LWRP CONSISTENCY ASSESSMENT FORM OCT 01 2025
A. INSTRUCTIONS LSOUTH OLD B A o
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 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 Towri 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# 106 - 6 _ 10&13.4
PROJECT NAME strong's West Mill,LLC
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees
Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency (e.g. capital ❑
construction,planning activity, agency regulation, land transaction)
(b) Financial assistance(e.g. grant, loan, subsidy) ❑
(c) Permit, approval, license, certification: lenhi
Nature and extent of action:
Remove and replace(in-place)approximately 157 If of existing steel bulkhead with composite bulkhead,and backfill with approximately 50 cy of
clean sandy fill to be trucked in from an approved upland source;remove and replace(in-kind/in-place)asphalt parking area landward of bulkhead;and
temporarily remove and reinstall existing fuel dispensers and electric meters in same locations landward of bulkhead,all as depicted and described on
the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated September 29,2025.
Please note all policies have been checked"Not Applicable"pursuant to Town Code§268-5("Review of Actions")and the corresponding definitions of
"action"and"minor action"by§286-3("Defmitions"),as all project elements meet one of the following definitions of a minor action and are thus not
subject to waterfront consistency review pursuant to Chapter 268: "A.Maintenance or repair involving no substantial changes in an existing structure
or facility;B.Replacement,rehabilitation or reconstruction of a structure or facility,in kind,on the same site(in place)...except for structures in areas
designated by the Coastal Erosion Hazard Area(CEHA)law...;GG.Within all Town Creeks,replacement of existing bulkhead on the applicant's
property in the same location with a silt contain deployed prior to and during construction."
Location of action: 5780 West Mill Road,Mattituck
Site acreage: 16.76 acres
Present land use: Commercial marina and shipyard
Present zoning classification: M-II
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: Strong's West Mill,LLC
(b)Mailing address: P.O.Box 1409
Mattituck,NY 11952
(c) Telephone number: Area Code 631-298-4739
(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? NYSDEC.NYSDOS,USACE
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.
❑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
0 Yes ❑ No 9 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
f '
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
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 TITLECoastal Management Specialist DATE September29,2025
Robert E. He
Amended on 811105
Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
`b PROPERTY LOCATION: S.C.T.M.#• THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
1000 106 6 10 & 13.4 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN
it)sCricf Section Block Lot CERTIFIM BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORIC
SCOPE OF WORK- PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT es o
a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off
(include Total Area of all Parcels located within the Scope of work for Proposed Construction) 16.76 Generated by a Two(2")Inch Rainfall on Site?
(S.F./Acres)) X
(This item will include all run-off created by site
b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all
and/or Ground Disturbance for the proposed +/-3,500 Site improvements and the permanent creation of
construction activity? (S.F./Acres) impervious surfaces.)
2 Does the Site Plan and Survey Show All Proposed X
PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indidi cating Size&Location?This
item shall include all proposed Grade Changes and
Remove and replace(in-place)approximately 1571f of existing Slopes Controlling Surface Water Flow,
steel bulkhead with composite a ea ,an ac with 3 Does the Site Plan and/or Survey describe the erosion ❑
approximately 50 cy of clean sandy 1 to be trucked in om an and sediment control practices that will be used to approved upland source;remove and replace(in- m in-p ace) control site erosion and storm water discharger.This
asphalt parking area landward of bulkhe—al,—anFt—emporarily Item must be maintained throughout the Entire
remove and reinstall existing ffiel dispensers anti electric meters Construction Period.
in same locations landward of bulkhead,all as depicted and 4 Will this Project Require any Land Filling,Grading or ❑
Excavation where there is a change to a Natural
described on the site plan prepared by Jeffrey T.Butler,P.E., Existing Grade involving more than 200 Cubic Yards
P.C.,last dated September 29,2025. of Material within any Parcel?
5 Will this Application Require Land Disturbing Activities
Encompassing an Area in Excess of Five Thousand
(5,000 S.F.)Square Feet of Ground Surface?
6 Is there a Natural Water Course Running through the
Site?Is this Project within the Trustees jurisdiction
General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or
Submission of a SWPPP is required for all Construction activities involving soil Beach?
disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to
Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance?
the DEC has determined that a SPDES permit is required for storm water discharges_.
foPWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other impervious
r Storm Water Discharges from Constnrction activity-Permit No.CP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Xun-off
1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOI shall be into and/or in the direction of a Town right-of-way?
submitted to the Department prior to the commencement of construction activity.
2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑
required,post-construction storm water management practices that will be used and/or Removal Of Vegetation and/or the Construction of any
constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder
compliance with the terms and conditions of this per miL In addition,the SWPPP shall Area?(this item will NOT include the installation of Driveway Aprons.)potential sources of pollution which may reasonably be expected to affect the
quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark
3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area,
component shall be prepared by a qualified Design Professional Licensed in New York a Storm Water,Grading,Drainage&Erosion Control Plan is Required by the Town of
that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit.
(NOTE:A Check Mark(X)and/or Answer for each Question is Required for a Completed Application).
STATE OF NEW YORK,
COUNTY OF Suffolk SS
That I, Robert E.Herrmann being duty sworn,deposes and says that he/she is the applicant for Permit,
(Name of individual signing Document)
And that he/she is the Agent for the Owner
(Owner,Contractor,Agent,Corporate Officer,etc.
Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to
make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and
that the work will be performed.in the manners set forth in the application filed herewi
Sworn to before me this;
29th y of September 20 25
Notary P
of Applicant)
FORM - 06/10 Notary Public-State of New York
No.01 ST5015931
Qualified in Suffolk County
My Commission Expires August 02,20_
STRONG'S WEST MILL LLC,5780 WEST MILL ROAD,MATTITUCK
r
Y.. 1
Figure 1. Looking south from northerly end of,and over top of,±129 If section of steel bulkhead to be removed and replaced
(in place) with composite bulkhead,and at adjacent parking area to be removed and replaced.
ter^ x-
�t✓,_"y1K 3
�r ---
Figure 2. Looking north from southerly end of,and overtop of,±129 if section of steel bulkhead
to be removed and replaced(in place) with composite bulkhead.
STRONG'S WEST MILL LLC,5780 WEST MILL ROAD,MATTITUCK
o
x`
Figure 3. Looking southwest at face of southerly half of±129 If section of steel bulkhead
to be removed and replaced(in place) with composite bulkhead.
oeN- )
_ S
� r
i � 1
Ij ure 4. Looking northwest at face of northerly half of±129 if section of steel bulkhead to be removed and replaced(in place)
with composite bulkhead,and at existing fuel dispensers to be temporarily removed and reinstalled.
STRONG'S WEST MILL LLC,5780 WEST MILL ROAD,MATTITUCK
1
Figure S. Looking northeast at face of+24 if section of steel bulkhead to be removed and replaced(in place)
with composite bulkhead(right);and at adjacent corrugated vinyl bulkhead to remain(left).
w S
It-
1
f
Figure 6. Looking northwest at northerly end of+129 lfsection,and+4 if corner section of,of steel bulkhead to be removed
and replaced(in place) with composite bulkhead,and at adjacent corrugated vinyl bulkhead on property to north.
nmc> v
aeasm _ r,No.eaa
O 1a
R11
4'
o' y,�syy +�°''` �__.s-•-- _..-,y'v -.s,�-.; a
� 1
�� r
9
° h Y-'(az)
� 1
ar
5T MikaH w s+ .R' .' 0'x e3`4
4b A
1 '�- 1 1d ae
fl, ' -9.1
f o eAo ,� o° -�_�_'• ',b 1'"a ° '� Y 'A .r a �, a h' _ «
r
4 -ar'1"..s
u rou O. . }994'� �,,3'cr�•a� w,,'g,� �'_ l.:x -a"?"" a ao;a s+w as 1 aa _ s:.+ ! �'... E� ,
sx1e4
lcl
�� XM
8. s 1.t- at s• ,c.-+.'-- '" i p 131 E _ ,
s
YO'.s'
kepi '
8�tAr�
ae
_— 1P ° a �. 4 ♦:¢ +y.�` rc I I to 1 tole �19 y x. 49 �'v e t el'D `tiv�y' -1x to ly i IL
r ^tea
3 iu
eryd '`..^,i s .'i. ,� ..� y, E• „ 2aaµcl
s r
� r3
IX
It 2a 1A
s
31aYe —. .may ax
a ,
"StPHt: x .x - ? ^'v 1eN _, zru r �r a1 n«... • ' .e _ -._
3 aA°N, lF atvr k ` •��'WW _" yr t__ V�',a" s ,'• a a
v9 .. ,,a i`8� ` 1 !q ore 4y1- ,y 1 41 "'TE --
4 �.
.r
T -
1 °
� �1� aw arf�+tt'11
c,•La
w
aA � ,.$T t °_ 1 `a iWq -h_ �a th i{i r.]� $ �a b '21
aM1
3.MIw f
ro tll _ s ,.
ea 91A w S t° l c e g -. ) a4V91.lYW , al
t
.. b -
,'A(., .�.._ - { yt aA aµd nni
a
" to a y1 p t� ��� a3w-� a� a zl�wFl ,aN.<f�:n 9n+' -� 4• t�i
3, see SEC vo irowcwluwa a 1Aµy _.,`a t�c1 � � _ I t5. 4 rt'
tc5 w oaea a5 - axermce /1) __
ilk
tt�aHrcxl E \� � \ W 1
COUNTY OF SUFFOLK(D N NOTICE E e=° e.,:K 1000 stcriorvw
(� R,•a1 P-1wr(y1
w a�as aaNa N aN�N� M R >,� w o. sauaxotn 106
ww
M _Zl_--r—— -- —— n ..�'` "••• ` r't.nnrr I.LL!,11IYle 9liFOtlt CtlMVTM WP6RN0lE0 A
u
i
(1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY ONES OR FOR ERECTIION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION
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 INSTINTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTRONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS
08 �17.OQ' 2�A� — 0 WIRES�P. I I
BLOCK q / _ 1 o BELGIgN : : I '• : :. O r 400 Ostrander Avenue, Riverhead, New York 11401
sToN� 1 : '- 1 tel. 631.721.2303 fax. 631.72'1.0144
°RlvElvgy FENCE p Q admin@youngenglneering.com
rn
It
GAL� �d FLOATING DOCK w. : : . I W Hoard W. Young, Land Surveyor
° � 1 S�OR N I c I -. I '- �. ` C RAMP
\ F• \ 3/I pr 2 F P �' : . I I o Thomas G. Wol ert, Professional Engineer
\ \\4398 0 N� GP 1 1 : N Douglas E. Adams, Professional Engineer
Robert G. Tast, Architect
\ N °fix • 1 I Robert 5tromski, Architect
6 R ;'
f MX; O
60.1
X ' 0
S 1 \
A'.
/ Ln .x .\ r a n � x
Do -
X N
\ \ a. . ' \ o t J,
/ 1 NOVA \ * \ \ 1 . M w o
1 0zz
.: / .
o I I o 20.9' J RAMP FLOAnNG DOCK
now or N 0 ,,_ so 3 a 0
F �O U
N °i DO'nna Mf Merl y N I : : ; I I ::
78 4 ga WN
O'QOIF l'i000_ 6 ogCo � I 7) x
�. :
w �06 1Q I ' : . I : :�::: :I i:�
T ::: . . I .
f/ : x
owo 0
\ r
tTI
X J
Uj
1 �'I / -j
CV
/ C
4o
u.
m FLOATING DOCK
CIO
0
� \ d 3
x \\\ x 9� . .. . // /::.• : 5S7°12'38"W
x I
a
� .. . . . rot � .� .•.•'%.• '.•' •i. ' .• .•/:' � ,x x '
\ \ I M \ \\ \ N /.:. :. .� i 3\� J� z x
\ \ vr99 1ai/ /-' -.'.' x• ,9br ^9 xI 0 Om
/' w \ ENGINEERS CERTIFICATION
X .•'4 \ 'Nye Ki Y'v.
• \ X x
/ \ \ x 1 / x / . ,•/. . , :/ x I REBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE
8ti I J ° STUDY OF TIHE SOIL, SITE AND GROUNDWATER CONDITIONS, ALL
GH
I
/ •' ' x ° DISPOSAL 5iY5TEM(5) FOR THIS PROJECT WERE DESIGNED BY ME
/ /x ONo �'. o� FLOATING DOCK OR UNDER M1Y DIRECTION BASED UPON A CAREFUL AND THOROU
'. •. .. .. .. 1 .. x. � . /.•.• . . /- ..'/ .1 RAMP �--� 5 O S, A
x 1 I LOTS, A5 PkZOP05ED, CONFORM TO THE SUFFOLK OU
94 . ... t,. .. o
I 1 SERVICES CONS
X 'l EFFECT AS (OF THIS DATE. -AND ? IN
1 x \ / DEPARTMENT OF HEALTH SE TRUG AN
CD
MQ) i'
04— —— — _ _ �., ., X. xK # X HIGH WATER } �, rw G,a if P� , = j
_ / \\ \\ I : rX APPARENT m n ..,? .a' 'n
/ / F q
8� / \ / •. / • / : MARK IN COINCIDENT WITH i L
9£ / _ _ BULKHEAD 0
/ \ \
x
9 / / X \ \\ x — — l : I I : HOWARD W. 1J G, N.Y.S. L.S. NO. 45843n
x THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61453
/ : . .w. . . . x mh ry��' S40°16133"� DOUGLA5 E. ADAMS, N.Y.5. P.E. NO. SOSct7
3 ° r
\ : . : I I 17.32
v / / x
. � 1 I
OR'S CERTIFICATION
/ I \�
/ - -/ x \ fix. X 3
. . . . x �• � � 581°58' II
/ \ \ — — — — ———— — — — — JI: / o°� ,_ 88,7cr� �g 4 • I HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING
o x .. . . . . ... . . . .. . . . . . . . .. . . . ... . . . . / x : : I �� / v zy BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR
/ x : :.. .. .. . . . . . .. . . . . . . ... ... . . . .. . � ,. / � UNDER OUR DIRECTION.
\\ � . . . X �• / 1 0 0� �\ r" o�d N
tih Jv fiF i W o EDGE OF MARSH
v / / x . .. . .. .. . . . . .. .. . x. .. . . . . . . ... . . . .. . .. .
/ ° F Ci Q
m � o/ Zq X .. .. .. .. ... .. .. OIFROM o/ x Rl X p
�4V� • y0
° - x � WETLANDS 01
a x Ix . . .. . . . . . . . .
a VZ // X V.
X MN W DOr �,'"'- .; �
Z / ?t xC, x r'( .: i : /., q ,41N dflvm�A-
x x ° 7 4y
0 X I /. hE x I' uD m y �6) '1 5 F, n\v�
S V ''x , .• x I r N HOWARD W. 'YOUNG, N. . L.S. N 458a3 F�
9� . X .. : J l % ' a mV SAND `?
. . . .. . . . . . / / N
... . • � ' '
1 n '. � .. •X� •. / .. ,- .. .'�. .' • moo• �
4 / .X :':':.'i :.::� I x x,I BOAT STORAGE BUILDINGS
�/6'°4 6o T o o x x X / s
/ TIDAL VEGETATION AREA v 5TRON& S YACHT CENTER
o�,�, �?p,yy : i..' 1 ° at Mattituck own, T of Southold
o G)� CA -: .''�'.' EDGE OF MARSH
�' 4211
: I '. /. , • ' ry Suffolk County, New York
X / ryh f ,raj
X cx x'1 I\ '. /. '. �`'� � ,,:. /0 -rry EXISTING CONDITIONS MAP
� I
O 2 x — — — _ , qY u 1000 106 06 10
.� — XI County Ta�c Map District IOOO Section 106 Block 06 Lot 15.4
a x. . . {
— — — —
MAP PREPAfRED MAY 22, 201,1
OPINION 4:2
60
° I 11 1...... . . . \ . .
5S6°10'20"W N8?°36'50"W 1I1A1 NSQ. .20'2b W. 1 56 1 I
182.66' g�8°40 2�' '- 14 N80°27 IQ II ASS g225...till so— — — \\ \ \ \ Record of Revisions
N q, q 50s \
x \ .. \ . . . . . . o \ REVISION DATE
. . .. . . w 7 , ", I SHEET NUMBER DEC. 15 2020
now or formerly 40 `� 1v� °
/ Russell Zellner I$ .. . . . 12 now or formerly �$S y�r 10 x �, I .
Denise Zel lner Joseph Seth Tusa l Z I tom-• � DOCKSCo � H!^VM M�r�oi2; 2o2
/ Noreen Mary Tusa I N \ \ D ,�
subdivision Map of 'Shore Acres" ° � � M N N N oCIA fA � �� �
filed on January 3, IcIA as Map no.41 subdivision Map of Shore Acres 1
'. x N
filed on January 3, I Q 14 as Map no.41
34Q�cl' 40 0 20 40 50 120
/ Scale: I" = 40'
D.
JOB NO. 20117-0165
DWG. 201"1_0165-site plan 8 OF 12
DEMOLITION AND GOMPAGTION NOTES:
D1=moun0N: 5M 6RADE PREPARATM- '
I. START OF DEMOLITION SHALL ONLY BEGIN AFTER THE DEMOLiTI:ON CONTRACTOR HAS BEEN 5HONN THE I. THE CONTRACTOR 514AI-L REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE,AND OTHER APPROXIMATE LINE / SYMBOL LEGEND
PROPER REPORTS 5TATIN6 THAT ALL HAZARDOUS MATERIALS HAVE BEEN REMOVED FROM TIE 51TE L15II WX51RABI-E MATERIAL5. 5"MATERIAL5 SHALL BE PROMPTLY HAULED FROM THE SITE AND LIMIT OF EXCAVATION, PROPERTY LINE FEDERAL,STATE,AND LOGALLY APPROVED MFTHOD5 AND PRMEDURE5 FOR THE MATERIAL IN GUF5TION. D15POSEU OF IN ACCORDANCE WITH 60VERNIN6 LA;,6 AND COPE5,THE CONTRACTOR SHALL SHAPE THE
2. ALL 5TRllGTlRE5,BOTH ABOVE AND BELOW 6RAPE ARE SHORN AS A CODE FOR DEMOLITION.LOCATION OF SUB 6RADE IN ACLORDANGE WITH T-E 6RA01%PLAN,TAKING INTO ACCOUNT THE THIGKNE55 OF THE DISTURBANCE AND BACKFILL:
SUBSURFACE 5TRUGTURE5 ARE ESTIMATED TO BE LOCATED AS SHOWN THE CERTIFYING ENGINEER DOES NOT PAVING 5Y5TEM. T11E TOLERANCE OF TH15 ROUSE GRADING SHALL BE WITHIN 1/2"H16H TO I"LOW. EDfE OF
ATTE5T TO THE ACCURACY OF THE LOCATION OF THE 5UB RUG SJRFACE 5TTURES 540M OR THO5E DURING THIS OPERATION TEE COMRAGTOR SHALL NOTE MY SOFT AREAS THAT BECOME APPARENT r'1 ±2�848 S.F. (.0653 ac) EX15TM TO BE STRUCTURES NOT 5HOL^GN, AFTER TRAFFIC BY WN5TRUGTiON ECJA0MENT AND LOADED TRLGK5. 5LGH SOFT AREAS 5HALL 13E "' 1
c Rl`T101AMA 2ELOGATI� _.. ...._.................................. .................
3. 17H�DEN10Li110N SHALL 13E PERFORMED BY THE CONTRACTOR(-,)AT THEIR OWN R15K AND LIABILITY.AL. REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REt�IRED,IF ANY. r(
DAMA6E TO THE R1544T OF WAY5,SIDEWALKS,CURBING BOTH GRIN 517E OR ADJACENT TO THE DEMOLITION 2. MAINTAINING DRY 51TE CONDITIONS: "'-J F 14E �
AREA WILL BE REPAIRED OR REPLACED 50LELY AT THE GONTIRACTORS EXPENSE. DIKING PREPARATION OF TFE SUB GRADE AND UNTIL THE PAVING 15 IN PLACE,THE CONTRACTOR SHALL
4. TO THE BE5T OF THE E36NEER5 KNO LED6E NO ENVIRONMENTAL HAZARD(5),THAT COULD 13E AGGRAVATED PROMPTLY TAKE REA5"13LE MEA5IRE5 TO 013TAIN AND TO MAINTAIN A DRY SITE CONDITION 5" 44
BY THE DEMOLITION PROGE37URE,EXISTS ON THIS SITE. MEASURES 5HALL INGi_UM PIMPIN6 OF FREE SURFACE WATER,MINOR HAND AT/OR MACHINE SHA'PV* 0 EX.CONTOUR
5. THE CONTRACTOR 6 AOVI5ED TO 05E CAUTION WHEN EXCAVATING AND REMOVING 5UB5URFACE 5TRUGTURE5, TO FACILITATE WATER REMOVAL,AND OTHER OPERATIONS TO SPEED DRY11,6,
PIPING,ETC.,DUE TO THE LIMITED AVAILABILITY OF INFORMATION CONGERNING SUBSURFACE UTILITIES. 3. NATIVE SOIL COMPACTION: �0'
6. ADEOUATE FEN 61%15 TO BE ERECTED AROUND THE PROPERTY,INSIDE OF THE 510E1AL.K,BY THE COHESIVE AND CO4E510NLE55 NATIVE 501L SHALL BE COMPACTED TO q5%AND 100%OF TiE OPTIMUM PERIMETER OF D MANHOLE COVIR uH � �
CONTRACTOR PRIOR TO THE START OF DEMOLITION.TIE CONTRACTOR 6 TO MAINTAIN THE F64CE DURIN5 DENSITY,RE5PEGTIVELY,FRIOR TO PLACEMENT OF FILL. , ��4r�
THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL ALL EX6AVATION5 HAVE BEEN FILLED WITH 4. FILL SELECTION AND GOMPAGTION. — EXISTING EASEMENT STAKE UT1uTY POLL Q,t
SUITABLE 13ACKFILL OR THE PROPOSED 5055URFAGE STRUCTUIQZ(5)HAVE EEEN INSTALLED AS SHOWN ON THE THE M05T COST EffiC.TNE FILL MATERIAL FROM THE FOLLOWING SHALL BE U5ED: °
3,rj�:30 (SEE CHART BIrLOW FOR HYDRANT �
PROPOSED SITE PLAN. -SAND-GRAVEL MIX(15 TO 3%FINE5<0.02 MM AND CBR>11), 2` `�82 COURSE AND DISTANCE) yY
T. GATES ARE TO BE INSTALLED AT ALL IN RAP S TO TIE SITE:.TTLSE GATES Wtl1 BE SECURELY CLOSED AT -6RAVELY 501L 0 TO b%FINES<OD2 FM AND GBR>8), �2 °pl`(O� L16HT P05T �I �
138, ID COURSE LENGTH LU
THE END OF THE DAY N+EMt THE DEMOLITION OPLRATlON5 ARE CEASED AND Elf WORKERS HAVE LEFT THEuj
-SANDY 501L5(3 TO b�FINE5<OA2 MM AND GBR>6), `� SS
5 3• El N 38027'46"E 26.40' TEST HOLE STRONG'S'
SITE -51L1Y GRAVELY 50I15(b?0 IO%FINES<OA2 NE'1 AND GBR>8), .�S
8. EXCAVATION PROCEDURES SHALL 13E PERFORMED BY THE GONTT' 'TOR(5),IN AGGORDANGE WITH ALL -51LTY 5ANDY 5015(6 TO 15%FINES<0,02 MM AND G13R>b), �6 (2- E2 S 23030'00"E 24.20' YACHT CENTER
FEDERAL,5r' AND LOCAL CODES AND RE6ULATION5. -CLAYEY 6RAVEL SOILS(OVER 20%FINES<0.02 MM AND CEIR>5), Sri E3 N 66°52'00"E 4.69'
q. 6A5,ELECTRIC,PROPANE,5EWER,POWER,WATER AND OTHER 5ERVIGE COHNEGTI�SHALL BE -CLAYEY SANDY 501E(OVER 20%FINES<0D2 MM AND GBR>5),
015CON EGTED,REMOVED,OR SEALED IN CONFORMITY WITH THE APPLIGA3LE REGULATIONS OF THE RELIC THE EN9NEER RESERVE5 THE P16HHT TO HAVE AIL TE5T5 PERFORMED TO CONFIRM THE SUITABILITY OF N
UTILITY OR TIE MUNICIPAL AGENCY HAVING J.R WIGTION PURLING DEMOLITION PHASE.
ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD NO GOMPAG? T14E FILL MATERIAL IN 6 INCH
%6 OR AM MAXIM)M LIFTS. EACH LIFT SHALL BE COMPACTED TO 05%OF THE OPTIMUM DENSITY. COMPACTION
1. &ENERAL SHALL BE A66OMPU5 EV AT No LESS THAN OPTIMUM M0157URE CONTENT UP TO 2%WETTER.OPTIMUM S° \ � 2 3 4
IN ORDER FOR TIE PAVEMENT TO BE DURABLE,THE SUB GRAD)E MUST BE PROPERLY PREPARED. 111E DENSITY AND OPTIMUM M0151LRE CONTENT SHALL BE A5 DETERMINED BY A5TM Di°5l. NO RUBBLE.
CONTRACTOR SHALL PREPARE T&SUB 6RADE IN AGCORDANdG£WITH TE5E 5PEGIFIGA71ON5,U51NL6 THE TRASH (}MQER5 OR OTHER DEBRIS WILLS ALLOhED AS FILL MATERIAL IN ANY U5A9' � / e `\--- _ N&4°53'4off," V its �q SP2 SP2 SP2 C,
NEGE%ARY MEANS AND MATERIALS TO PROVIDE THE SPE-GIFI£ED RES1k TS NOTHING IN TILL FOLLONKS 5. FOR UNSTABLE SOILS NTH L E55 THAN 250 P5F COHESION OR ULTIMATE BEARING CAPACITY OF LE55 THAN F -- _ _ _ — r
51TUATION5 CAN BE FORESEEN. THEREFORE,NOTHING IN THE ROLLONN6 SHALL RELIEVE THE CONTRACTOR 500 P5F,6EOTEXTIL.E FAiRIG 5HALL BE INSTALLED IN ALL UTILITY AND PIPING TRENCHES,AND �-- �4°53'4D� - �� —' —•�11 �d�� FOR FOR FOR �
OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL.PROBLEMS,AND IN THE END,TO PROVIDE A TANKHOL.E5 TO REDUCE M6RATION OF Fii E-6RAINED 501E AID SEPARATE DI55IMiLAR FILL Ig8.4(� �p 'y0 PROPOSED PROPOSED PROPOSED LOGATION MAP:
SOUND 5IB GRADE. MATERIAL.5.THE GEOTEXTILE MATERIAL SHALL OVERLAP ARIAGENT 6EOTE)MLE MATERIAL BY A "'---y ° DEMOLITION WORK BULKHEAD S
2. U5IN6 501L TEST DATA MNIKH OF 12'AS NEGE55ARY TO COVER THE INTENDED AREA GEOTEXTILE FABRIG 514ALL BE IN THIS AREA iN THIS AREA PILE PLANS SCALE I boo-O a
AT IT5 OPTION,THE EN61REM MAY PROVIDE 501E TEST INFORH"tATTON TO TIE CONTRAGTOR, IF PROVIDED, 6T P130EX,TYPAR 3401,6TFI50EX,OR TYPAR 360' A5 MARKETED BY EXXON CHEMICAL AT 6RADE Pf;!EPARATION GONTINLtU: / a0 BA1'VIEW THE DATA WILL INCLUDE GLA551FIGATION OF THE 501L IN AGGGORDANGE WITH THE UNIFIED SOIL I-WO-54-EXXON. p. GOMPAGTiON TI STING: / / . ()°� . AUE.
GLA95IFIGATON SYSTEM(ASV D248T). THE 5IGNIFICA%E OIF THE DATA WILL BE INTERPRETED BY THE 6. BAGKFILLIN6 TAWHOLE5,EEG: QJ�
TrHE EN�IHEER WILL ENGA(�AN INDEPENDENT TESTING LAPdJRATtDRY TO PERFORM(I)A STANDARD � �F,f � °tij
ENGINEER. BAGKFILL FOR ANY EXISTING TMKHOL.ES SHALL MEET THE REGUIRD"175 OF TH15 SECTION.LIKEWISE, ` N84°08'20'E,b7.4q'
PROCTOR TEST(A5TM D1551)ON TrE FILL MATERIAL(OR NATIVE 501L PROCTOR TEST(A5TM / Q
• SOILS VE91GNATED A5 H!6HLY EXPANSIVE(GH,MHI AND 0`�MAY REOUIRE LIME STABILIZATION AND/OR BAGKFILL FOR OTHER HOLES LEFT BY REMOVAL CIF SWIMMING POOLS,BASEMEN75,EEG.SIiALL 6 "
5E-CTIVE REPLACEMENT NTH SUITABLE SOILS. 51XJN SPECIAL TREATMENTS WiLL BE 17ETAILb Ik THE GONPLY WTN TENS SECTION AL50. 01551)ON T7-E FILL MATERIAL(OR NAIVE 501L IF NO FILL 15 USED)AT L.EA5T 12 HOUR5 �. / \ �Z
ea
SITE-SPECIFIC BID LKX.UNtt?[f5 IF THE CAST IS TO BE QHG:IUDED IN TIE CONTRACTOR'S BASE BID. 1. $ALKFILLIN6 TRENCHES c c EEFORE THE GONTRAGTOR INITIATES COMPACTION AND(2)A R)CLEAR DENSITY 6AL6E(A5TM �� ,ex F EXR i�b! / � APPROX. ±151 LIN PI`OF STEEL BULKHEAD TO BE REPLACED
• 501L5 DE51C ANTED A5 H 6HLY OR6MIG FIEG(OH,OL,AND PTJ)MAY REOUIRF 5TNE REPLACEMENT WiTH BAGKFILL FOR UTILITY TROCHM SHALL E E WELL-6RADED,(AXAN,FRESHWATER 5AN0,FREE OF 51LT AW D2g22 AND A5TM D301T)OR SAND CONE(APTM D155b)TEST AT A MiNINRIM OF THREE � ,&0 2 5TY CAR n4
SJITA13LE SOILS THE NEED FOR AND THE EXTENT OF THIcS TREAT4ENT WILL BE DETAILED IN THE CLAY PARTICLES BAGKFILLINS`HALL OCCUR IMMEDIATE`Y AFTER THE LINE OR CONDUIT 15 IN PLACE RANWtMLY 5ELECTED LOCATIONS TO MEA5URE THE DEGREE OF COMPACTION OF THE 5UP.FAGE / �.�° � _ � �' (IN PLACE) WITH PROPOSED COMPOSITE BULKHEAD. �:
EVELL+ P,l E2
511E-� GIFIG LbJKNT5 IF THE COST 15 TO 13E INCLUDED IN THE CONTRACTORS BASE BID. TO PRECLUDE CAVING OF THE-TRENCH 51D[5. PRIOR TO INL5TALLATION OF THE LING OR CONDUIT,A 4 5U$CRADE. IF THE RESULTS FROM THI5 TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET'OR / O� 'J / ° MACHINERY ACCESS 15 PROP05M i�'ZOM
-�.. SEE PARTIAL PLANS ON DW6 SP2 FOR MORE INFO.
INCH CUSHION OF SAND SHALL B± PROVIDED. EXCEED THE DECREE OF COMPACTION SPECIFIED iN THIS SECTION,THE 605T TESTING WILL t p ^- /. • EXISTIN6 BOAT STORA6E AREA.
• TIE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NNOTIFY Tit ENGINEER ANY GONDITION5 / Q J GAR SEE BULKHEAD PILE PLAN AND DETAILS ON DNS SP2
RE JFJN5 SPEGIAL CONSIDERATION NOT ADDRESSES IN THE SITE-SPECIFIC BID DOCUMENTS. THE 8. AREA5 OUT51DE THE PAVIN6 SHALL BE FILLED ND GOMPAGTE0 A5 NECESSARY NTH 501L COMPLYING �D DUCTED FROM THE CONTRACT AMOUNT,AND THE TE5T11�(2)WILL 8E RHPEA'TI3D. � EX. �_i
EXTRA COST OF UNANTICIPATED REMOVALIREPLAGEMENTT WILL BE BASED ON THE UNIT G05T5 PROVIDED NTH THIS SECTION.EXGHPr THE TOP b INCHES SHALL BE NATIVE TOPSOIL SUITABLE FOR 6RAS5. 10. THE CONTRACTOR MU5T REMOVE THE EXI5TIN6 5ANITARY 5Y5TEM IN AGGORDANGE WITH THE t
5TANDAR05 OF THE 5L DA5. CONTRACTOR 15 RE5PONI5IBLE FOR ALL INST'ECTONI5 AT t ° WELL TB i
WITH THE BASE BID, THE C05T OF UNANTICIPATED LIME 5TABILIZATTON OR OTHER SPECIAL TREAiMiCNT AREAS REWIRING UT SHALL AL50 BE PROVIDED WITH 6 INCHES OF IATIVE TOP501L FOR 6RA55. \ � / . / EXI5TIN6 FUEL D15PEt�TO BE
FIN-15H 6RADE FOR THESE AREAS SHALL 13E I INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO SfEiN-�F OF SAME. / �,. �1�0 \ �i FILL NOTE:
WILL BE NEGOTIATED. II• CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK P)MPED OUT AND CERTIFIED A.5 / \�� / i REMOVED AND RE-INSTALLED
DRAIN AT A MAXIMUM OF 44 V U155 Orl-M15E INDICATED ON THE 511E OR 6RADiN6 PLAN. E•-M PRIOR TO RELOCATION. t Z / �� �\ APPROXIMATELY 50 CU.YD.OF GLEAN SANDY FILL
BASED ON ORIGINAL SURVEY BYs / �. TO BE TRUCKED IN FROM AN APPROVED UPLAtV
NATHAN TAFT CORWIN,LAND SURVEYOR e 1 / / / EX. STEEL BULKHEAD TO BE REMOVED AND 50UIRCE AND USED A5 E3AGKFILL.
1586 MAIN ROAD S/� t 434' +SELL REPLAGED W/COMPOSITE BULKHEAD
FIR 2 5"YVA APPARENT 6 WATER MARK IN COINNCIPETNT
/ b' 11 � i WITH EXISTING EUL KHEAD AND TIE LiNE •
.lANE•SPORT,NY I194-( t / /�3 `49• FIR,3LB6
DATUM: NAVD Kt88 / � J
DATED MAY Oq,2011 /t { �m i METAL �`� _._ — �* TB2 I m
AND " I ,� . 1 BUILVIN6 �--- I
BASED ON 6ENERAL LAYOUT BY: ' ` '9�' MATTITUCK PRQPQSED SITE PLAN FOR: o
YOUNS AND YG�JS / \ \\ � � TB3 4 STRONG 5 LAST MILL LLG �
CREEK r �.I.� \ N
400 OSTRAi� AVE t \ $ ry /f STEWART TITLE INSURANCE COMPANY •
RPvERf EAD,N.Y. II�IOI j ���\ TBS
(631)721-0303,FAX(631) 121-0144 / 1 D 57eO EST MILL ROAD,MATTITUCK,NY IM2 � t" t`:
MAP PREPARED: 01-03-2018 ! �x '� ` COUNTY OF SUFFOLK •, — m
LAST REVISED: II-20-2018 / TOM Or-5=HOLP
'sTM ` \.FR \ TIE LINE ALONG BULKHEAD 501M= 000-10-Ob-13.4 r� d- W
DWL6/ 50 1„\ \. (5EE CHART BL.W FOR GOUR5E 4 D15TANGE) W ('{) Q X
ILL /6A.Rg ` 1 \ t, TD COURSE LENGTH SITE DATA: }- <
Q 2 e '"`"^ � 1 7B 6 i TB 1 S 10 06 58"E 129.64' � X � N-
'�' l°3(, . TB2 S81051'56"W 80.90, ZONING DISTRICT: M-2 (MARINE 2.)
1 DOPE t ' `, ` 1 5rORY ` TB3 S9008'53"E 21.20' RE51DENTIAL LOW DENSITY A (R-bO) z
17q� F t OC?"CG t ` METAL TB4 N81°39'45"E 41.90' M
13;IL.DINS �\ TB5 S9017'46"E 124.01' EXI51IN6 PRCiPOS yt� F-t-i (,
TB6 S80039'20"W 6.06' TOTAL AREA: 32.9559 ACRES N.G. -32.,P[554 AGRE5 Q <
O�' �`•r '� 8 I ex r �. TB7 S9045'06"E 277.04' (1,435,554 5G.FT.) N.C. -0,435,55cl 50PT)
° R-80 LOT AREA: 16.4g3q ACRES N.G. - Ib.4 g3t1 ACRES
\ 4 �O• 157Y6AK TB8 S3°19'13"E 84?9'
�. ► TB9 S87 12 38"W 42,38'
t (718,414 50.FT) N.G. - (115,414 SOFT)
TB10 S2°16'38"E 47.54' M-2 LOT AREA: ,
TB I I S 15°59'I 1"W 26.27' INa.462O OGRES N.G. - I b.41b20 ACRES W
�-? TB 12 S 18°06'03"W 166.76' (111,08�5 SOFT) N.G. - (117,085 50.FT)
PILE NOTES:
O / l WETLAND AREA: 21�33 SO Fl. N.G. - 27,333 50.FT.
TB 13 S20°26't 1"W 24.75'
I. PILES-NSTALL�N ACCORDANCE NA71•H A5TM 025 5TADARDSm � \ �' �.�
• BtKHEAD PILLS TO BE SOUTHe2N YELLOW PINE PRESGARE TREAT®CGA 150 RIFIM ilON $ � 1 5TY TB7 / BUILDING AREA: i-1l,g2q Sa.FT. N G. - I11,Q2q Sa.I=T. -L
V E-,:Ei LRAL NOTES TNNLT6R PILES WITH 12'13U1T AND 30'LONG. NO PILE 6 TO BE PLACED RlE2THIER THAN 8' \ \ �. / WOODED AREAr 6.1 OGRES N.G. -6.1 OGRES
I. VRAN W75 ARE NOT TO BE SCALE};�TO 6OVERIL PROJECT FROM EACH OTHER. � � � � DR-6/6AR �
GOORDINATOR SHALL.BE NOTIFIED OF ANY DWZ13"ANGI S 2 ALL WIC TO COW"TO COASTAL OMTRUGTION MANIAC FEMA 55.THIRD ADDITION.
SPECIAL RIAH DF�H�1 MM OF ALL 3.PILES ARE TO BE IHSTALL.E.D IA MR THE 5tMV61M OF A ! ! �2. cAiRE 5HtA{.!.L#TAKEN TO ASSURE H uc�sea PIWOI�55IONAL.
OC4U:'W PREt�s,F_XISTiN�6 IWROV9eNT'S AND OL ME5. EHsn�WHO WILL BE RESPaN51BLE FOR MAINTAHN6 PILE L066. ALL PILES ARE TO BE , k..' PROPOSED WORK SUMMARY:
9. 64.SHpdL.PIaOTEGT THE sm:m OF THE 6�RAL PUDIC BY 62EGTIN6 ALL INSTALl.A2 A MHKH OF k1 BEL.OW MEAN LOW HATER LEVEL AND DRIAN TO A 15 TON •
REGM BARRVADG TO FM4T 5Af PA56A6E DURING CONSTRUCTION. HMMUM LOAD CAPAC47Y(UD.NJ AND CERTIFED HY A LKaeW B M-1R. ALL BEARiW2 POOL ` �. A
I. INSTALL TEMP, ERO510N CONTROL BARRIER BEFORE PROCEEDING WITH ANY 51TE WORK,
4. t'ro MATERU�L.Sl�iTiN110N 9HAlL BE t'1ADE N�tHHUtr FIRST INEORh1AN6 THE GAPAUTES ARE TO�MIEAStUR®13Y TINE'EN6HNl�R�1S NB�i'FORMIIA THE � tQ � I ( �3' NO DEBRIS SHALL BE PERMI1TIrD TO FALL INTO MATTITUCK GI+ANI�L OR OUTSIDE AREA
APPR01/AL.IMOR N IYIT 9 TO TE HATI�PRIOR TO G4P?XV M 4 OF FOR RK. PROFE56,1ONf L B 61NE ER 15 TO PROVIDE CERTIFIED PLE L066 AND CERMCATiON OF PILE � � MI8°ip�°W 1 OF WORK. �N�:
' 3 5. ALL MAT1321AL5 ARE TO 7 tNBd A5 5P6G��GONSTR DOCUhENTs. ANY �N'UWAUTY TO THE ARCh�7L9GT OR OB16N ENNGGNIETR tA'ON COMPLETION OF PILE ;V/ ;T � ' 1
' LbW FIXTURES OR USED MATERIALS ARE NOT AWFrA3LE EXCff T AS NOTED. 4.ALL PILES ARE TO BE CUT OFF AT DESIGN W16W AFTER 4.5TAt.l ATION. 50 IINSTALLATIOK �CIO' � � � ' ' I MKAARK IN�NN�C,IDEENNiT 3.KAIER ART ALL DffiRI5 TO AN�APPROVEP UPLAND WORK.IOR To ANY SITE p �
#4- 6. 619NE�H-CONTRACTOR SHALL COORDINATE H5 WORK WITH THE WORK OF ALL S.ALL PILING HANDLING,SETTING,AND INSTALLATION SHALL CONII-iORM TO THE RYA GODS � f I HTH BULKHHEAD 4.GONTRAGTOR TO VERIFY ALL DIMENSIONS !N FIELD PRIOR TO DEMOLITION AND �F lti Y OTL�COR RAGTOM AND SiTE MAUA6I 4Wr. \ ' EXI5TIN6
REaA�BJT5, DAMA61 D PILES SHALL BE RE PAIRS OR RE1 iOvE�AS PER INSTRUCTIONS \ PROPOSED WORK. Y T'E. ALL MATI3RIA15 WILL�1N,5PEGTEt')AND ALL DEtTGTS AND IRRE6t1L.ARItES IN OF IEEE OG�i6N EN611E-Eft I STORY
I E
MA784ALS AND COLOR MATCHES OR OTH3Z SPECIAL 5iNATIONS WU 6.PILES 5RALL BE ORNEN TO WMM I"OF THE DE916N LOCATIONS. PILE5 0Ur OF TOLERANCE � �of :� METAL BLD6 TB8 5. PROP05ED BULKHEAD REPLACEMENT:
r�Jr REGUME ADDITIONAL 110N%TALL E IE aWr7HT TO THE ATT9d1lON c{N.L RF�iUi�DIAL ACTION A5 PER THE 0E516N 40 ,Iq -- ° / TB9 . �� �'
OF THE PROJECT COORDNATOR FOR APPROVAL PRIOR TO INSTA TION \
7.L 0(ATION of FU MWATION OR PRaPIERTY I5 NOT THE R�PON9BanY OF THE D>16N � / � � � 1. REMOVE RLKHEAD RELATED PILES,ANGHORIN6 AND NOTED OBSTACLES TO 0
t..AL.MANUFAGIIMIS H57MTi0 6 SHALL BE FO.LORP C011PI f3..Y. � � � : m w
Qg�o IL. FetWE ALL DEL3F215 AT LED OF EACH WORK DAY IN ORDER TO A56 W A CLEAN � -ALL SETBACK LINES AHD PILE LOCATiO 6 TO BE LOCATE?AND STAMD BY \ _50_ _ --- / V INSTALLATION A5 5PEGb ON VIEW 2, VH5 SP2 I . ` ;
�p W3L KI3�i ttROt IL OTH R PRIOR TO CON FRUCTI(NN -- ! ��. 2. INSTALL NEW COMPOSITE BULKHEAD, 0' _I . PILES AND ANCHORING AS NOTED ON VIEW 3, �
10).ALL WORK 9ALL BE 6UARAHT®FOR A PERIOD OF OF ONE YEAR UNLESS 6 USE STAINLESS 57M HARDWARE AS NOTED. � � TB 10 DW5 SP2 O ! 3 �
OTHERWISE WW.ALL CONTRACTORS SHALL SUBMNIT THIS 6L"4 NTEE IN 4 ALL BOLT5 AND W 6HBR5 FOR PILES AND BRACING TO IE V HOT DIPPED 6ALVANiZED OR I 3 4
1 3.RE-INSTALL REMOVED OBSTACLES L^NiERE NOTED ON VIEW 3, DW6 5P2
MTHN6 IrM REQUEST FOR F AL PAYMENT. STAN.�STEEL HAS To 13E INSTAL ED ON BOTH HEAD AND THREAD ENDS /50 ' ° . �. / / ,/ `�/ TB 11 H 6,UTILIZE RESERVED 501L AND MANEUVERING AREA 5URFA.CE COVER FOR FILL AND FINAL S S101
�. GONNEGTION NOTES: ` \` \ f / ,1 �GED�KHEAD5.VOTED AREAS, 6RADE D15T11R13W SURFACE AREA ALONG
COVER,COMPACT .E�EY . ERMER,P.E.
L PILE CONNECTION.AT TOP WHALE-
12"0 GCA PILE,043'CGA HWZ,14'DP GOMP0511TE SHEET AND 4'Xb'CGA FO LOWER ` \ \ PRC)P�SED BULKHEAD REI�LAGEM NT N
USE: I'®x 4016 6ALV HEX BOLT,Kk%IE325(LEAD 4 E'D)AND NUT A EACH�. / \ � ��' 1 ltl � � �
2 CONN3GTION AT TOP WHALE(oTHIER TEAR AT PILE1: ! \ ` , ` A. APPROXIMATELY 151 LF OF EXISTING STEEL BULKHEAD TO BE REMOVED AND CT
VxV GGA WHbU.E.COMPOSITE SWEET AND 45x8 CCA FOLLOWER /— t I REPLACED(IN-PLAGEI WITH APPROX, 151 LF OF PROPOSED COMPOSITE 13LLKHEAD
USE: ��0 x 261B 6ALV HEX BOLT,WASH3i(HEAD 4 E?ND)AND NJT a Ib'OG. (GMI lLT RAGOf`�'OSIiE FRP MODEL I)G�5). V
3. PILE CZIN EGTDN AT MID AND BOTTOM H•IAL.ES- / (Z/ }
8')6'CGA HNA1.E AN7 COMP051TE SHET , \ l 60 T
' B12
USE: IVs 0 x 2016 6ALV THREA10M ROD,HA&IE R`i(HEAD 4 END)AND NUT a VOL.MAX 4' __
6� 4. AU.GONtEGTIt�HtARDWAf�TO f,41 VAN62ED,UAW. 40 -- \ \ 10,! Y�, MARK IN COINCIDENT i ('� � Uj
s3 s % wTHBu1xH A1, PROPOSED REPLAGEMENT OF EXI5TI(�O BULKHEAD Q z UA — o p }
TB 13 j LOCATION EX15TIN6 EXISTING PROPOSED ACTION: FINAL LU <
/ — I TM1 I ALON6 TiE LINE: BULKHEAD: I FN5TH: LENGTH: ►— V O p
° A(6r• / \ \ _ _ -- — _ ._,I �.--.. lTM2 i RETURN 6 TBI RETURN '131' f4' r REMOVE 4 REPLACE IN PLACE ±41 � <
48%p, 343�• /. — - _ \ ) . ,' ! FLAG�2 "1� 1 TBI LE6 B21 ±12q REMOVE 4 REPLACE IN PLACE ±129' r-� � [L �j 0 �
8.2 �ti _- �\ P/0 TB2 LE6 83 f24 IY C)
T catNc� T7PE b to REMOVE 4 REPLACE IN PLACE t24
•/ �OF T 3 �
A t IIS..couR k66° 4y - / tg NIET1 ANas As 1'1 EXISTING TIMBER BULKHEAD LEGS AND RETURN 131, THRU 'B3' SHALL BE REMOVED. W Z _J
------------------------------------------ 3cl4�Gb $t'O? ' �' 15TORY Ell pIN{S % 1�A6 4 EN GOFISU iANTS 'JI REPLACE WITH PROP05ED COMP051TE BULKHEAD. ►�i � W
/ H,1
qM cOMSTOW N tsTArm rcrow 1+18811.3 °W ` °��O'yr •`�? o° I j wHai
ATHtMtK -TIE LINE ALONG i-
C EDGE OF MARSH o
126.31' Mq"561O►W 4S�o! / /� � �'� � 02-16-2021 I r 1 (yam CHART BELOW FOR COURSE AND 015TANG�I — vA",v.dignetnyicl:.com
' o
�79 � .� y / � ITM4 TIE LINE ALONG MARSH: I' ;v " - '' or
• ICE - ,,�: www.callsll.com r Z
P'A�/L NT SECTION (MIN.THICKNESS,) ' 99• / HM i6 OF MAR5N 11TM5 ID COURSE DISTANCE (for other sta3tes)
cPWW —�`�! T'l S40016'33"E 17.32' r,
ASPHALT CONCRETE 1 1/2° � � ��-� � FLAB sT �!1 T 2 81° '3 „ � 8vG-2.72-�q�0 E 811 p
9 J S 58.4E 88 7 '
Y'EARIiNI6 COURSE - N8q°20'2e0'W /. �` 9os, /! I TM3 S1S°36'20"E 9
! 69.74
ASPHALT 113IN A I�� 1 EXISTING A6 g
'42b0 ' `' TM4 S07°26'38"W 52.41' By law,excavators and contractors working in For safety reasons,homeowners are strongly
31 -- \' I I TM5 S29°32'33"W 69.50' the five boroughs of New York City and Nassau encouraged to call as well when planning any PAGE:
• 2 \ TTV46 ° � and Suffolk Counties on Long Island must type of digging on their 1property.
STONE BLEND BASE 4 ,. °1O'20 N87 36"�•O ° � O : 3q�, ` TM6 S02 I9' 7"W 88.79'
CONDITION SITE PLAN ' r �'`i 1 �'�' 1� Jrb( + w Pry!/e$ \ T1Dp1 �I I and
DigNet,1-800-272-4480 or 811,at least Homeowners can contact uis directly at
14b1 6'I34 O �'J E 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the
DRI}''') �/��^� �f/� Y 1��/� J� AREA r
Y t_Y `lA 1 / L ARIA)I AREA � 1 n es excavation c ctors Dal
TION I (excluding weekends and legal holidays)
1 g 9 y )prior national call before you dig number.For
�" ( ^� to beginning any mechanized digging or avation work completed on personal
r' � / excavation work to ensure underground Lin property,it is the ontrra '
9 NTAS tN are marked.Excavators and contractors can responsibility--NOT the homreowner's--to
PAVEMENT 5GT1 ON 80 4o O �0 1Lf70 180 240 .�/ also submit locate requests online,through contact DigNet.Having utilityf lines marked
FxRAPfCi I' =80'-0. f1 A6 till q ITIC.If you do not currently use ITIC,please prior to digging is free off charge.
NOT TO 5CALE ` call 1-800-524-7603 for more information. SPI
of 2
i
BI B171 KHD 1.E6 Not BULKHO RETURN, t4'L PLACE OF COMPNS OSITE BULKW_AD
ON Tffi EIJLK4E4r
t34' EXIST.STEEL BILKFEAD BI LEG Not
RETURN TO BE REPLACED W MATTITUCK BI xiST
>yX15T. t32" G RAGE
t,34 t4 L6 �
c PROP.C.OMF'OrJ-IlF • A - �, gI BULKHEAD RETURN
+ BI 1ST. 1 „ •r: ; r ,eAR CREEK � .� �X Gc�•IPo51T>: BULKHEAD RETURN � �� � LG PROP05ED
67.49 o (APPRox.4 L6) CAEG~ 2 nN PLAGI=of Ex.sim BULKHLO MATTITUCK P� �f Clfii ! P:•,� .y,l.
-
0 Q �� t32' C-OMP051TE BULKHD
PwvATE N84 08 20 E A RED .__._..� CREEK 800-21� �} 80I ION PLACE Or-
N3L---� •�;:::� ... � ,... ... � f'RlVATE }"11=?!'fi'BAi�. "_ ... www.di netn dl com � STD{.I:L )T1
EX Uml 6qS " WALL g ,8�, MATTITUCK
x-B.,'f
DISGONNGGT AND TEMP F1E!OGATE EX H EG METBZS POLE:• flFG M MLW �` r * x-8 7~ o(for other states) EX UTIL 'HF_Af?LEES
+�s .49 `°T' MI,, P : E�2 fI LG PROP05M CREEK
TO ALLOW FOR EX EUXWEAD RFFMDVAL AND PROP. T 67 t tr� VOLE
a!LxI�AD AlIGFIORN6 fEti1R}!l�1H;5 To I x Loc'x �,yo Ng4oQg ZQ N Rio Q
PROPOSED t157'COMP051TE BULKHEAD By law,excavators and contractors working In +NT�N 0`E � COMP051TE BLLLKHD
the five boroughs of New York City and Nassau ,
AFT13t EU!KtfAD MSTALLATION 15 GOMIPLI:T®. , (� PLACE OF EXIST.ST�L BULKHEAD)D) and Suffolk counties on Long Island must O ' ` (IN PLACE OF EXISTING
contact Di Net,1-800-272-4480 or 811,at least AT1
d FOR INSTALLATION MS AND REOMTS 48 hours but no more than 10 working days AU � Ste'�` )
APPRO) MATE LIMIT OF EXCAVATION,ViSTURBANGE t � ' ' � 'PARTIAL SITE PLAIN- MOP05ED
�� X (excluding weekends and legal holidays)prior
AND BAGKNLL 10'MN/20'MAX LJ►IrDWARD OF APPROXIMATE LIMIT OF EXCAVATION. GQMpQ�)( $I}�KIAD, Tfl1�DI^�7 to beginning any mechanized digging or
EXIST.AST PAftKIN6 AREA WTHIN EXCAVATION t DISTURBANCE AND-BAGKFILL excavatior work to ensure underground lines
1 AREA, 12M6 5F, - are marked.Excavators and contractors can 12"+P CCA
AREA TO EE AND REPLAGFD ' t `�' • ft�VE EXCAVATED MATERIAL TO BE ' also submit locate requests online,through TIME3ER
rn ITIC.If you do not currently use ITIC,please
IN-KW},ADDITiIONAL A59FVM_T TO BE SELrLTNB.Y , -A A�j BAGKFILL. call 1-800-524-7603 for more information. KHp }�I(�
REMOVED Aft fj AC,ID iF/AS NEB . GLEAN SANIX FiLL TO BE TRUCKED IN EXI5TIN6 (TYPICAL)
For safe reasons,homeowners are strongly A51�HALT �-- \
TO fTlABI.E REPAIR I OF U/6 , ?t FROM APPROVED 501)RGE � ' RE-INSTALLED encouraged to call as well when planning any p
�JTWKiTURIr$,GABLES AND f{JEi.L1NE5. g NO U5W AS 9AILL= $0 GUI. _ x-8.,'t type of digging on their property.Homeowners
PAVEMCNT tip
• Ea MEW 5-]ALK LEAD PROFILE,
D� contact us directly at 1-800-272-4480 or by
EX FUEL Dim TO TH 'iORARILY 1�. t THIS DW6 �cailing 811,the national call before you dig
'
number.Far excavation work completed on
REt1U/f�AND fEl�aTALLe7 M SAME LOCATION 1• • ' ' .'.'. .• • .: � � „�,
DISPENSER , ' RE-NSTAI I ED CLOVER AND DRAINAGE M`1N� AM personal property,it is the contractors �
O
EX GVR t DIW STRIK.T TO BE REMOVED r , x 8 f'f EXISTI«6 255c201Fi STRUCTURE N PROP05�NEN LOCATION ,,1 —
responsibility--NOT fhe homeowners-to
..�
contact Di Net.H"n utility Imes marked prior
`fl
AND RE-MSTALL®IN NEW LOCATION r M N METAL RAW \ FITGH GRACE TOWARD INLI=i '� MP`K t g y p
4 VEC0NWLT FOR �ViA�ON ( ` to digging is free of charge. L5 r
�EXI5TING u' c ' OMKfFAD \ EXISTING EX.RF QVR \ i�-INSTALLID \ rt
ASPHALT OVR 1� y?c r \ ASP IALT !^t000 PORG ( NIIN 1�TAL RAMP \ r a
PAVEMEM EX.RF L ` ice,COMEGT POST O S�
WD POFZGN �, -^�) �� , GON51RlIGTION \ PAVEMENT / � m
t 40.43
TORY B2 ` n 4.1 ` x r"� \� 860 CGA
2 5 p E915TIN6 o \LE6 N0.2 ;•+
FRAME gU►L01N6 Mm GVR 'I x,STf�t Df16 -
Ex.RE GAT L06 (TYP)
qp' GVf2 I STI�,t:T t B2 \ - �-' 2 STORY � '
FRpMF
QO BE RELOCV) BUILDING BULKHD x \ HOODOVR
GGA
,.-A I q.o' t LE6 NO.2 =x PORGN DEADMAN(TYP)
405 s t 32
�t >c 405� _
�T{
'va
MLH aa' FOLLOWER tmPJ r
®_ �� �• o � YX 20,16
MLW iS-T PROPOSED� 5ALV.TIE
� � A� LDING ��
BULKF EAD x-8.,'r 61.0' (TYP OF 3)
MLWB$0 53
In
MLA yTj' y�D LE6 NO3 MLW
TO M _ -- MLW � rt.
T� G,ONTp 'KF tom) 40.5 2x GGA FRP GOMPOS�TE , d)
GpNlpp51� E OP A.STD TIMBER GAP BULKHEAD
l nN P ATOP PROP. GMI ULTRACOMP051TE FRP CrO Try",
402) BULKHEAD MODE U -?5,BO HIGH_ -
>...
(TYPI
APPRD 57 -j X. TL. LENl6TH 1= �
INCLUDING• 1 � b- �
LE& Bl',(1) 14' LONG RETURN, W m o
EXISTING CONDITION f LEG '32, (1) ti2a' LONG LEG AND X
PARTIAL SITE PLAN EXISTING CONDIITION PARTIAL SITE PLAN LEG 'B3',(I) t24' 6 LEG \ <
3 PROPOSED) WORK / 1 � X w
PROPOSED DEMOLITION
�- ' S8P2 B3 IILLKHEAD LEG
I SP2 t24 Lr7 PROPOSED
COMPOSITE
BULKHD � < d)
20 10 O 20 -O 20 10 0 W 401 60 ,
6RAPM SCALE / 6RAPH 6 SCALE TIE NEW TO EX, eULKHEAD pgor�D (IN
BULKHEAD) T'
EXTEND W4ALE5 6EYOND NE1••I, Mp05iTI WX10 O
HALT Tl RL)EX.SHT, INSTALL CA
2 3 4 EOL.LONER5 AT GONN PTS p} O
GOMiEGT 1200 GGA TIMBER PIL> 8•xe' GGI� TOP r�tAL , SP2 sP2 sP2 PROP05ED BULKHEAD REPLACEMENT
.. .... ....
APPROXIMATELY 151 LF OF E:XISTIN6 STEEL BULKHEAD
14' GOMP051TE SHEET AND 4"x8' GGA FOLI_OWE:I2 TO BE REMOVED AND REPLACED (1N-PLA6FJ WITH ' 4.4 -
USE I'�®,�11� �(HEAD a END) AND N'r, 7 PROVIDE GGA 2x wD GAP, ,APPROX. t1S'i L.F. APPROX. In LF OF PROP05ED COMP051TE BULKHEAD. PARTIAL SITE PLAN - �
4 W
ADDITIONALLY, 0) 4'xa`GGA FOLLowM PROPOSED BULKHEAD 1�1
CONNECT 8'xb'CGA TOP MALE, 14"COi`1'05iTE SFEET 2 3 4 7 �
AND 4"xb'GGA fi01..J.OWER AREA TO BE EXCAVATED FOR I.KT II=AD INSTALLATION, 5P2 5P2 5P2 SP2 (L.E6 'B1', 132' AND 83'5HOW
USE: 5/4"GALVANIZED BOLT,h�45FtlZS D 0 END) AND MATERIAL SMALL BE REFILLED TO ACHIEVE 1% SLOPE GMI ULTRAGOMPOSITE FRP SHEET,
BOLT o 16'O.G. FROM PROPOSED E�JLKHEAD TO EXI5T1N6 GRADE MODEL UC-75 (1400P x 301-6)
SEE VIE34 b',THIS D145-ELEVATION DETAIL OF 2x TIMBER APPROXIMATE LIMIT OF EXCAVATION,DISTURBANCE AND USE 1-0 GALV. BOLT,WASFER5(HEF,) 4 NUT EA OCCURRENCE, 4"xb"GGA FOLLOWER
GAP AND TOP WHALE CONNECTIONS USE FOR PILEA+ALEIGOMPO511E 5HT/FOLLORR CONN. �INEMR:
BAGKFILL 20' (MAXJ LANDWARD OF EXIST BULICHE:AD, (BEHIND GOMPo51TE 5I•EET PILING, IY4 0 x 20'Lt5 GALVANIZED TIE NOTE:
I% MIN FjC15T1N6 ASPHALT PARKING AREA IN EXCAVATION AREA USE%"(P 6ALV. BOLT, SEE VIEW y t b,THIS DWG) PROVIDE GGA 2x WD CAP PROPOSED 2x CGA BULKHEAD GAP OF Nil
T.O.BULKHEAD 0 E L tbD) NAVD88 ti
(MATCH EX.BULKHEAD E L1EVJ S-� TO BE REMOVED AND REPLACED (!N-PLAa, iN-KIND) SE VIEW 5 BULKHEAD PROFILE FOR BEEN
OMITTED
OF CLARITY, �P EY e O�
• 8� GGA GAT L06 --•--
WASHERS M#� 3 NUT,ib O.G. USE FOR HAS BEt�J OMITTED FROM THIS VIEW
WHALEICO-VO51TE 5HT/FOLLOWER CONN. (3) 8"xb"GGA WHALES
- — — — — — - :• AND VIEW b FOR CAP PROFILE
VIEW 5,BULKHEAD PROFILE
........... ......... % ��MAX MALE SPLICE
b . . . • . . . / LKI EAD ® 1~L. tbA'NAVD88 _
1
10'�
SHW 6 E L.t2W(NAVD88) 5P2 " _ FAD) CMI ULiRAGO ITE FIRR 4 W
T1ERt� (TYP) TA PROP BU ., r' �
t3) 8"xb CGA WHAd F5 • _ I 8 (MATCH EX.T 0 WD BULK DEADMAN CGA `
ON MAR 10. 2021 o o ) (FIEF WORC.ED POL
•>�•t '! o o p o o p c o .._' o ..o o R£I YMEW cn
M�1• EL t25'(NAVD86) OA�p
' • • .• 5HW A EL. _2 88' ( AVDP� 4"x6" GGA FOLLOWER(TYP) "DP x 30Y.6 "P���
MODEL UG 75 (Z 0� 493
ON MAR. 10, 2021 " , ' + 14
_ ............ . (2) �4 m D'L6 _ ON MAR. i0. 2021 N x2 :b`�Q��A►' �ESS10�
el. Off6ALV. TIE 120D5'. OEM N j eI. O.O' .IEFFREY T.Byn-ER,P.E.
'-'' / MHO e EL. ±2.5' (NAVD88)
ON MAt2 I 021
... . ............................
- -- -. - - . MAR I , ,
MLW 0 E L -1.3'(NAVD88) - - ------- --- - 6ALV TIE IN v
J O
b'-D' o.G MAX. �
i I = 0 0 0 0 EROD WHALE SPiGE -}
ON MAR. 0,202 .. 12 A x 30 L6 GGA PILES 0
.. .. ... ... .. .. .. .. a
fr—• -.. (TYPICAL) b OL.(MAX), -
u ++� - b INSTALLED A5 SHOWN
z " MLW o EL. -1.3 (NAVDb,5) 5P2
�4 A x 20'L6 6ALV TIIr RODS, f _ 8' x 8"GGA WHALE(I OF 3) Z tL
ON MAR
MATTITUCK } . .. .... " ..................... _ I�51 4 T 5 lo, Zo21 V I EH I v o � � o ..
(2) 8 0 GGA Q L®b' O G V tYj z
.. CREEK FoR�MORE INFO.(TINS owls) Q IUj
3n6' = I'-0' DE 2x GGA WD GAP z th O O
_ _
............ .......... . .. .......... SCALE.
_:..: .. _.. APPROX LENGTH 151 L.F
PRO
t Q
�5'.. . t4' 4'xb"GGA FOLLOWER v < O !Y
EX15T. [30T. OF CREEK ® — ..... EL -$ T't _ _ :.._._... 8 GGA MALE
el. -loo' -ail Mt1^I(a. -lao'NAVDaa) MLW MATTITUCK
CREEK 7-4' 8"x " CL
o O Q
±20'(MAX)- EXCAVATION REQ'D FOR B� ANG�IOR
4' I+ 2" 8" 04
............................................................................................_.................................................... ............. ............. ...................... ................. ..................................... EXISTING —
UN015RIRBED 501L
BOT. OF CREEK @
'± MLW (EL. -Io.O' NAVD88) T.O. PROP BI�KJ EAD EL. #b.0 NAVD88 Z n
l
. O
14 x Ii GO I 0
PROPOSED '�P 3o MP05 TI=SHEETBULKHEAD
�4 �
^i
W
f�1ATC.N EXISTING STEEL Bl�.#KIEAD ELE:VJ tV
................................................................................................................................................ ...... ............ .......... ... .. USE:: GMI ULTRAGOhPb51TIr 5HE ET" i`10DEI_UG
1' APPROXIMATE
•A C1��•n1 �1i f � 1 �f��
f V-1-R�J/�IMA 1 C «L-LENGTH ri il:/1' "^ '�7, "
o i= INCLUDING: C/) U_
RETURN 'BI: t4 Lr7 t� +t � O
FOR GONNEGTION AT TOP WHALE
c3 I + I 1 i , i , i s: is :1 t. i I:
LF 'B2: 24 l b I i I (OTHER THAN AT PILE=)
RETURN VNN W': t24 L6 I I i I 1 i P ! I r [ t :I r f 1 f 3 A l
8x8 06 WHALE 14 DP COMP'05 TE SHT r-
44 GGA FOLLOWER <
- U� /4� x t30'LG 6ALV HEX'BOLT,1449HERS v
' ' ULTRAGOMPOSITE
1 12 xry30 E I I I 1 I I t I i OEAD d Ems) INUT a Ib' O.G.
f}•�-1W, _ GGA 11 PIE , t
L7 1 PI�
+ 1 I I I 1 i - I I!V ; 1 I
o b D.G.MAx(YYP) E f I t 1 l l I i MODEL UG-75
BULLHTV. '},fir LAi cD v « I I I i I ;; i I I -; ' I I: , FOR PILE CONNECTION AT TOP WHALE.: P A O E:
EAD,L./ �D ...1 F I I a 1 1 I '[ i I; f [I 1 1 I l (Z PROFILE) b " . "
X E 1 ,:: 1 i :: I I: 1 « , 12 0 GGA PILE,8x8 GGA WHALE, 14 DP
PROFILE Q E I i i 1 i l I I
« I 1 I 1 1 ;; I « I I; i 5P2 COWO51TE SFIT AND 4"x8'GGA FOLLOWER
1
: 1/4' v�_• Q �- � � � 1iEIFf IiI1I � 1IIII I1,1II :s :li iiii 1tiiit 11I1II:':'; _i i[7l`1i,t1I �
USE I"0 x 42 L6 6ALV HEX E30LT,WAy�RsSGAt� - VIEH V OEAD # ED)AND NUT 6 :AGIM OGGRRNE.
ELEVATION DETAIL
GMI ULTRAGOMPOSITE FPR SP2
NOTE: USE GALVANIZED FASTENING VlEV�I `6� -- ELEVAcTION DETAIL SCALE: t�" = 1'-0' ('FIBER REINFORCED POLYMEW
AND G #,IECTION HARDWARE,TYP. SCALE: 3n6' = I'-0" Sly VIEW 5,b AND 1,THIS DW6 FOR INFO
of 2