HomeMy WebLinkAbout1000-122.-9-6.2 %
OFFICE LOCATION: OF SOUjyo MAILING ADDRESS:
Town Hall Annex lQ P.O.Box 1179
54375 State Route 25 4 4 Southold, NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold, NY 11971 G Q Telephone: 631 765-1938
Fax: 631765-3136
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LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Jim King, President
Town of Southold Board of Trustees
From: Mark Terry, Principal Planner
LWRP Coordinator
Date: September 17, 2012
Re: Proposed Wetland Permit for STRONG'S MARINE, INC.
SCTM#1000-122-9-6.2
En-Consultants on behalf of STRONG'S MARINE, INC. requests a Wetland Permit to
construct approximately 294 linear feet of low-sill vinyl bulkhead (including +/-34' and +/-15'
returns) along shoreline of eroding embankment; dredge approximately 600 cubic yards of
sand/silt spoil from existing +/-5,620 square foot basin area, including area of Phragmites at
head of basin, to a maximum depth of-4'MLW (-3'MSL); place approximately 91 cubic yards of
spoil in un-vegetated area behind proposed low-sill bulkheading for planting with Spartina
alterniflora (12" o.c.) to create approximately 2,195 square feet of intertidal marsh; and place
remaining spoil, approximately 509 cubic yards, in spoil disposal area in existing pervious
parking area to east of basin. At head of basin, construct +/-59 linear feet of high-sill bulkhead,
including a +/-33' primary section that will front and support a proposed 20'x26' concrete boat
launch (with 4'x12' steel pad) and +/-14' and +/-12' seaward sections on each side of basin that
will tie into +/-7' sloped sections of wall to connect and transition the high-sill bulkhead into the
proposed low-sill bulkheading; and construct two (2) 12' angled landward returns off ends of
+/-33' primary section. Along seaward side of low-sill bulkheading, install 5' wide service
staging floats with a total length of 242 linear feet; two (2) irregularly shaped landing floats,
each approximately F to 6' wide and 13' to 14' long; and two (2) 3'x15' ramps. (These floats
will not allow for the expansion of the marina use because they will not provide any permanent
docking space for customer boats but only for temporary staging activities associated with the
preparation and servicing of customer boats prior to launch and delivery to the customer for
use). To facilitate installation of the proposed boat launch, relocated existing 10'x17' shed a
minimum distance of 75' from wetlands and relocate an approximately 10' wide section of
existing boat racks from west end of boat racks to east end of boat racks. Located: 2402
Camp Mineola Road Ext., Mattituck. SCTM# 122-9-6.2
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment
Form submitted to this department, as well as the records available to me, it is my
recommendation that the proposed action is CONSISTENT with the Policy Standards and
therefore is CONSISTENT with the LWRP provided that the Board considers the following:
In the event that the action is approved the following BMP is required pursuant to:
§ 275-11. Construction and operation standards.
A. General. The following standards are required for all operations within the jurisdiction of
the Trustees:
(2) Erosion control. Installation of an erosion control structure is necessary during
any building, grading, landscaping or site work activity within Trustee jurisdiction. This
structure may include, but is not limited to, installation of a silt fence, hay bales, wood
chip berm and silt booms. The placement of the erosion control structure(s) shall be
determined by the Trustees or their designee. All intertidal construction and
excavation requires the installation of a silt boom that will retain all suspended
sediments within the immediate proiect area
Require the installation of a silt boom in areas where practicable
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in
preparing its written determination regarding the consistency of the proposed action.
Cc: Lori Hulse, Assistant Town Attorney
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
I. 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 a) the Town of Southold's website
(southoldtown.northfork.net), the Board of Trustees Office, the Planmts4 e0- 6rerg' ,# 1�ca)
libraries and the Town Clerk's office. -B. DESCRIPTION OF SITE AND PROPOSED ACTION AUG 13 2012
SCTM# 122 - 9 -6.2
PROJECT NAME Strong's Marine,Inc. _
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees LUG 3 1 2012
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:
Nature and extent of action:
See attached project description.
PROJECT DESCRIPTION:
STRONG'S MARINE,INC.
2042 CAMP MINEOLA ROAD EXT., MATTITUCK
Construct approximately 294 linear feet o low-s 1 vinyl bulkhead (including +34' and ±15'
returns) along shoreline of eroding emb nt; dredge approximately 600 cubic yards of
sand/silt spoil from existing +5,620 sf basin area, including area of Phragmites at head of basin,
to a maximum depth of -4'MLW (-3'MSL); place approximately 91 cubic yards of spoil in
unvegetated area behind proposed low-sill bulkheading for planting with Spartina alternii lora
(12" o.c.) to create approximately 2,195 square feet of intertidal marsh; and place remaining
spoil, approximately 509 cubic yards, in spoil disposal area in existing pervious parking area to
east of basin.
At head of basin, construct+59 linear feet of high-sill bulkhead, including a+33' primary section
that will front and support a proposed 20' x 26' concrete boat launch (with 4' x 12' steel pad)
and +14' and+12' seaward sections on each side of basin that will tie into +7' sloped sections of
wall to connect and transition the high-sill bulkhead into the proposed low-sill bulkheading; and
construct two (2) 12' angled landward returns off ends of+33' primary section.
Along seaward side of low-sill bulkheading, install 5' wide service staging floats with a total
length of 242 linear feet; two (2) irregularly shaped landing floats, each approximately 5' to 6'
wide and 13' to 14' long; and two (2) 3' x 15' ramps. (These floats will not allow for the
expansion of the marina use because they will not provide any permanent docking space for
customer boats but only for temporary staging activities associated with the preparation and
servicing of customer boats prior to launch and delivery to the customer for use).
To facilitate installation of the proposed boat launch, relocate existing 10' x 17' shed a minimum
distance of 75' from wetlands and relocate an approximately 10' wide section of existing boat
racks from west end of boat racks to east end of boat racks.
All work is to be accomplished as described above and as depicted on the "Coastal Construction
Site Plan"prepared by Jeffrey T. Butler, P.E., P.C., last dated August 7, 2012.
The purpose of the proposed project is to stabilize the eroding shorelines forming the basin and
to establish a service staging area therein for preparation and servicing of customer boats prior to
launch and delivery to customers. Establishment of this area will create the significant
environmental benefit of creating more than 2,000 square feet of vegetated intertidal marsh in an
eroding area now devoid of wetland vegetation while increasing both safety and efficiencies of
marina operations by relocating the existing fork lift travel route away from the customer parking
area and shortening its travel distances by two to three hundred feet, thus reducing fuel
consumption and ambient noise associated with forklift use in boat launching and servicing
activities.
Location of action: 2402 Camp Mineola Road Ext.,Mattituck
Site acreage: 8.73 acres
Present land use: Commercial Marina
Present zoning classification: Marine I
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 Marine,Inc.
(b) Mailing address: P.o.Box 1409
Mattituck,NY 11952
(c) Telephone number: Area Code 631-298-4770
(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?USACE,NYSDEC
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.
ElYes ❑ 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 ® 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 1:1No ® 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
Currently,the shorelines of the subject basin,which has been present since prior to 1960,are eroding chronically and severely,resulting
in the loss of bank vegetation,including mature trees,and the sedimentation and shoaling of the basin and perimeter of the adjacent
navigational channel. Therefore,the construction of the proposed low-sill bulkheading will stem this chronic erosion of the shoreline
and loss of vegetation by physically stabilizing the toe of the embankment and establishing 2,195 square feet of vegetated intertidal
marsh behind it via placement of fill(adjacent dredged spoil)and plantings of intertidal marsh grass,Spartina altemiflora. The project is
thus consistent with Policy 4 in that by using a low-sill bulkhead and marsh plantings,it limits to the minimum scale necessary the hard
structural erosion protection component and employs a vegetative non-structural component as well. The use of the adjacent dredged
spoil as fill to enhance or in this case create a presently lacking natural protective feature, i.e,the intertidal marsh,is further consistent
with the methods of erosion control recommended by Policy 4.
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
The proposed project is consistent with Policy 5 to the extent that the created marsh will serve as a sink and filter for contaminants
potentially entering the waterway from the surrounding upland,thus providing a potential benefit to the quality of surface water. The
dredging of the basin will have only temporary impacts on the adjacent waterway through increased turbidity,which will be controlled
by employing a silt curtain during dredging and the proposed staging floats will be constructed with untreated decking as required by
code.
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22
through 32 for evaluation criteria.
® Yes ❑ No ❑ Not Applicable
The project will be consistent with the goal of restoring the quality and function of Town wetlands,most specifically the policy goal of
protecting and restoring tidal wetlands,through the creation of 2,195 square feet of vegetated intertidal marsh via placement of fill
(adjacent dredged spoil)and plantings of intertidal marsh grass,Spartina alterniflora. This intertidal marsh will be established where
none presently exists,thus creating a net increase to Town wetlands. A much smaller area of Phmgmites will be removed to allow for
installation of the proposed boat launch,but compared to the area of marsh to be created,this removal of invasive vegetation is
warranted ecologically,as intertidal marsh has the highest primary productivity of any category of tidal wetlands and would introduce
presently lacking wetlands functions and values in that area,including providing habitat and a source of organic nutrients for the
surrounding marine community. The created marsh would also serve as a sink and filter for contaminants potentially entering the
waterway from the surrounding upland as described above.
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes ❑ No® Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation
criteria.
® Yes ❑ No❑ Not Applicable
The project is consistent with Policy 9 because it no way impedes access to or interferes with the recreational use of coastal waters or
public lands. In fact,the project has the potential to indirectly improve the use of the adjacent public navigational channel by stemming
the loss of material from the eroding shorelines forming the basin,which is entering the adjacent channel and contributing to the
shoaling thereof.
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
The project is consistent with Policy 10 because it is designed specifically to enhance the safety and efficiency of the operations of an
existing marina and thus ultimately contributes to the goal of protecting an existing an established water-dependent use. Currently,
without the proposed staging area,the marina fork lifts must travel from the boat racks an average distance of 350 to 400 feet through
the existing customer parking and other areas regularly walked and accessed by customers and their families to launch boats for service.
The proposed staging area and new launching pad would obviate the need for the forklift to travel across the customer parking area and
reduce the forklift travel distance by approximately 250 feet or roughly 65%to 100 to 150 feet,thus increasing safety within the marina
and reducing fuel consumption and ambient noise associated with boat launching and servicing activities. The proposed staging floats
will not allow for the expansion of the existing marina use,however,because they will not provide any permanent or transient docking
space for customer boats but only for temporary staging activities associated with the preparation and servicing of customer boats prior
to launch and delivery to the customer.
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'EN' Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62
through 65 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III - Policies; Pages 65 through 68 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
PREPARED BY TITLE COASTAL MGMT SPECIALIST DATEJuly 25,2012
ROBERT ffHERRMANN
Amended on 811105
STRONG'S MARINE,INC.,2402 CAMP MINEOLA ROAD EXTENSION MATTITUCK
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Figure 1. Looking northeast over top of basin to be dredged and at location of proposed
low-sill bulkhead,marsh creation,and service stagingJloats along northeast embankment.
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Figure 2. Looking northwest over top of basin to be dredged and at location ofproposed
low-sill bulkhead,marsh creation,and service stagingJloats along northwest embankment.
STRONG'S MARINE, INC., 2402 CAMP MINEOLA ROAD EXTENSION MATTITUCK
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Figure 3. Looking northwest from grade level during lois tide at northwest embankment and location ofproposed
low-sill bulkhead, marsh creation,and service staging floats along northwest embankment.
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Figure 4. Looking northeast from grade level during low tide at northeast embankment and location of proposed
low-sill bulkhead, marsh creation, and service staging floats along northeast embankment.
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Figure 5. Looking southeast from basin at northeast embankment and location of propos
low-sill bulkhead, marsh creation,and service staging floats along northeast embankme I
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Figure 6. Looking southwest from basin at northwest embankment and location of proposed
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Figure 9. Looking southeast from basin toward head of basin and area of proposed
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Figure 11. Looking north toward location of main section ofproposed high-sill bulkhead and
proposed launch pad and at existing shed and section of boat rack to be relocated
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Figure 12. Looking over office and customer parking area at existing access route for
forklift for launching and servicing customer boats.
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GENERAL m
0Ol1PAGTION NOTES (BEHIND H16H SILL WALL ONLY): -^ �- -� LN
( APPROX. 35,620 5F AREA INSIDE BASH TO BE DREDGED CANAL 1 DREDGED C ANAL 1 Q ^ 5
51113 DREDGED T DEEP) LEGEND: 6 'I o 6 0
MSL (4' SPOIL) ry x " ca n m -1 PROPERTY LINE 6
0 MFUN '(Nc p I I HIGH WATER a EL.38' I S
_ _ ......... ,. 6
I.IN M PLCORDCNLEPWI�THESE SPELIDFJILA�TIONS,Hl511J6 6RApE����� 4,FILLj��VEL ANO
%(�0 3%FIIES<OD2 MM AND LBR�IT), (APPROX. 1(JOO GU•YD �� I LUW HATER ELEyAiION yQ a frEL,3,2011 EXISTING TO BE '••• .". . .
. 5ANDy51LT
PROPERLY PREPARED TRE CONTRACTOR SHALL PREPARE TRE 5JB GRADE THE MOST LOST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED,
AND MATERIALS TO PROVIDE THE SPECIFIED RE9ULT5. NOTHING IN THE -GRAVELY SOIL(9 TO 6%FINLS<OD2 M1 AND cBR>8), 2 DEa,3]CII o REM7VED/RELOLATED '� w a a
FOLLOWING 51NAnOK CAN BE FORESEEN. THEREFORE,NOTHING IN THE -SANDY 501(5(3 TO b%FINES t 002 NM AND LBR>D), esx 147' 2 p M5' HIeH HATER WhTER ELEYATION,2Q o
LOW WATER a EL LO' a S a >
T n' \ m
FOLLOWPG SHALL RELIEVE TRE CONTRACTOR OF TRE RESPONSIBILITY TO -SILTY GRAVELY SOILS 16 r0 10%FINES t 002 HH ANO LBR I B), PROP, $'W% k 20'L.F. g 5 _ g,pEPX9: I I MHW - \\.,// DEL,3,2011 I EXISTING LONTg1R _G- 5 Q 5
NOTIFY THE EN5INFER OF SEPTIC(PROBLEMS,AND IN THE Blp,TO PROVIDE -SILTY SANDY`AILS(6 i0 IA FINE(002 MM AND LBR>B), + �•a'`roll IM 3 T
A SOUND SUB GRADE. SERVICE STAGING FLOATS x -
-CLAYEY TRAVEL OL(5(OVER%DI FINES . 2 M M1 AND LBR>5)r I + I 1 EXI5TIN9 CONTOUR TO "". ". w
2.USING SOIL TEST DATA .CLAYEY SANDY SOIL(OVER 20%FINES<0.02 MM AND LBR>5), ° „ 6 1 s \1 6•
A AT ITS OPTION, IF ENGINEER MAY PROVIDE SOIL TEST INFORMATION i0 5 THE ENGINEER RESERVES THE RIGHT TO HAVE SOIL TESTS PERFORMED TO CONFIRM PROP. 0'P % 3O' LG TIMBER PILES x xT.g' e - 5E REWORKED � U
THE CONTRACTOR IF PROVISO, THE
DATA WILL INLLUDE LLICATI CATION THE SUITABILITY of ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND 20'O.G. USE FOR SERVICE � 9 '•� o � aJ5 x ry W W N � �
OF THE SOIL M ACCORDANCE WITH THE IMIFIED SOIL CLASSIFICATION p,2g x- PROP, 3 F OF PROP. LOW SILL BULKHEAD e PROPOSED VEGETATED yr
COMPACT THE FILL MATERIAL IN b MLN MAXIMUM LIFTS, EACH LIFT SHALL ME STAGING FLOAT x 4
SYSTEM(ASTM D2451).EE THE 516NIFILP3CE OF THE DATA WILL 6E COMPACTED TO 55%OF THE THANOPTIMUMOP DENSITY, COMPACTION SHALL BE I � x� I \ T INTERTIDAL MARSH TO BE
MAARPREreO BY THE ENGINEER. LESS CONNECTION x� (INC i 5' RETURN),
B.5011-5 DE51%ATEO AS HIGHLY EXPANSIVE(CHI,AND,AND OW MAY OP�-MLISHEO AT NO OPHI THAN OPTIMUM CONTENT
S ALL BE
UP TO ERMINED R �' , W W r u.]3� I CREATED F
OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT SWJ-BE AS DETERMINED B7 '� ' a3 x! I ID 3 yn
REQUIRE LIME STABILIZATION AHD/OR MEATSSELECTIVEAL REPLACEMENT IWITHNT A5M 01551. F .PRO . S'X Q0' Sy��,r,�rC�E STAGING FLOATS z x
WITABLE SOILS 511LH 5PELIAL TREAiMENFa WLL BE DETAILED IN 11E SITE A FI MATERIAL N ANY LEASE I \ ,°�s ° W ° / I z x x I x x''z EX15TINO y' a
BID LCCLMENTS IF TRE LOST 15 i0 BE IHCWDED IN THE CONiRPLTORS b.FOR UNSTABLE`AILS WITH LESS THAN 250 PEP COHESION OR ULTIMATE BEARING I \\ APPROX. :NI L.F.OF LOW-51LL VINYL I L3.2a I PHRA6MIre AREA - p
BASE BID. CAPACITY OF LB%THAN$00 PSE GEOTEXTILE FABRIC SHALL BE INSTALLED IN LL'n
L.SOILS DESOMITER AS HIGHLY ORGANIC(OH,OLD,ANP Pr)MAY REQUIRE ALL UTILITY AND PIFIN6 TRENCHES AND TANKHOLES TO REDUCE MIGRATION OF I?54 X.
BULKHEAD.
SELECTIVE REPLACEMENT WITH SUITABLE SOILS, THE HEED FOR AND THE FlNEGRARED`AIL AND SEPARATE DISSIMILAR PULL MATERIALS.THE 5EOTEXTILE PROP. 3157 LF OF PROP05ED x I. FILL BEHIND BULKHO TO EL. t32' rope 1,
EXTENT OF TH15 TREATMENT WILL BE DETAILED IN THE SITE DOGTMEMS IF MATERIAL SHALL OVERLAP ADJACENT GFDTEMILE MATERIAL BY A MINIMUM OF ,` N AREA TO BE DREDGED
THE COST 15 TO BE TENDED IN TfE CONTRACTORS BASE BID. I LOW SILL &1LKHEAD r� y� MSL USING 0 GD.YD5 OF SPOIL I \ T I 1 TO EL.-3A'MSL f4'DEEP) 'li'' �1 O Iii]
12"A5 NECESSARY TO COVER THE INTENDED AREA. GEOTEMILE FABRIC SHALL x z MATERIAL I '�' J4`� I 1 -
P.THE CONTACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY 17E HE GTFI DEUX,WPAR 3401,571501 OR TYPAR 3601 AS MARKETED BY EXXON (INCLUDES 334' RETNRI'� x
ENGINEER OF ANY CONDITIONS RHd11RIN5 SPECIAL CONSIDERATION NOT CHEMICAL AT I-BOO-54-EXXON. T rn 2. PLANT 5PARTINA ALTERNIFIL C�
AD IN THE SITE DIP DOCUMENTS, THE EXTRA LOST OF 7,BACKFILLING TANKHOLES,ETC. I � x Ts M5L MEAN SEA LEVEL,EL.O.0' qq� LU
UNANTICIPATED REMOVAL WILL BE BASED ON TRE UNIT COSTS,PROVIDED (12° 0.C,) I I I ' U'i 'Yi N �1
BACKSEC FOR ANY EXISTING TANI_FOR SHALL MEET THE REQUIREMENTS OF THIS SEE SITE PLAN
NTH THE BASE BIO. THE COST OF UNANTICIPATEDEP.LINE STABILIZATION OR SECTION LIKEWISE,BACKFILL FOR OTHER HOLES LEFT BY REMOVAL OF ti Y 3. APPROXI 3842 S.F. OF VEGETATED 5 - s
OTHER SPECIAL TREATMENT KILL BE NE60TATFD. (BELOTN7 FOR STOCKPILE y OT m NEW MEAN NIGH WATER MARK,EL,38' '¢)' ?
5w1rm1Ns PDDLz,ensErlEwrs,Erc.wNLL coMPLr wnH m155Acn0N ALSO L � z INTERTIDAL MARSH WILL BE �, ry
e.EACKFILLINS TRENCHES. I LOGATION5 AND REQ'MT5 .'� rr
wB DRIVE PREPARATION BACKFILL FOR UTILITY TRENCHES'JWl BE VELL-GRAOED,CLEAN,FRESHWATER T x- x 0 CREATED VIA FILL AND PLANTINGS s .A P ry
X MI MEAN LOW WATER MARK,EL.10' d m
SND,FREE OF SILT AND CLAY PARTICLES,BACKFILLING SHALL GUAR 40
TRE CONTRACTOR SNAIL REMOVE ALL VEGETATION,UCH MAT SOIL SHALL BE IOF TE T ENI AFTER THE LINE OR CONDUIT IS IN PLACE LIP OR
LAVUG I r- N.E. I 55 x 3 x •�A 6 5 5 w� 5 O O
RUBBLE, Y H OTHER LNOESI E 511 MATERIALS. SUCH MATERIALS SHALL N OF THE iREHCH SIDES. PRIOR TO INSTALLATION OF THE LINE OR LONWIi,A 4 I 4 D x I I x I x
PROMPTLY HALLOO FROM THE SITE AND CONTRACTOR
SHA L ACCORDANCE 511 NTH PCH LU SIDE OF SND SHALL L PROVIDED.. 2 N 145, I
OFAVE N CLAWS AND LOPES.THE R DRG PLAN,
`9 INTO THE w6 q AREAS SOL C THE PAVING STALL BE FILLED AND LOM°AOP 6 AS EE SHALL B 2 I x
TRADE IN ESSO F ME H WITH THE GRADING PLAN,TOLERANCE
OF
IS ROU NE NHIMAI SOL PSOILLWITH TRIS SECTION,EXCEPT THE TOP 6 SHALL
SWILL BE x
THE rHCKRE55 OF TRE HAVING SYSTEM. TRE TOLERANCE OF ANIS ROUGH NAIVE TOPSOILINCHES
SUITABLE FOR NATIVE
T AREAS R 511RING LUr 5H C A50 BE I 0 a• xge-r I 1
GRADING TG BE ALL N I/2"HIGH TOT LOW DURING THI5 OPERATION THEM AREAS,
b LLLIE I IN NATIVE T TOP O FOR BRASS FINISH TRADE FOR APPROXI 3157 L.F. OF LOW-SILL VINYL W
THE CONTRACTOR SHALL NOTE ANY`AFT AREAS THAT BECOME APPARENT MESE AREAS SHALL BE INCH BELOW TOPOFNSE AREAS GALL BE SLOPED BULKHEAD SHALL BE BACKFILLED I A
AFTER TRAFFIC BY CONSTRUCTION FOJIPMENT AND LOADED TRUCKS. SUCH i0 DRAIN AT A MAXIMUM OF 4,1 LNLES OINERWSE UNDILATED ON THE 51re OR tg x so - ///
SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE GRADING PLAN, I 1. FILL BEHIND BDLKHD TO EL. 32' SEE SECTION 1,DWG N0.2 I � 1 I
ME�IOv OF TREATMENT REQUIRED,1F ANY. 10.COMPACTION TESTING, x
2. WNTAINM6 DRY SITE CONDITIONS, M5L USING 721 GU.YO5 OF SPOIL; FOR LOW SILL VINYL e� x -X 3
DURING PREPARATION OF THE 51.13 GRADE ANO UNTIL THE PAVIN615IN PLACE, THE ENGINEER ALL PROCTO AN INDEPENDENT VESTING LABORATORY TO PERFORM(Il x x �'NSW Y/lOV Q1Y
MATERIAL. Use x ° x -zQ x IV IY VV MM If
A STANDARD PROCTOR rest,ASM DI551)ON THE FILL L fOR AIN(LR NATIVE BULKHEAD CONSTRUCTION
THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO 501E PROCTOR 1E5i(ASM DI55T10N THE FILL MATERIAL NATIVE SOIL IF 12. PLANT SPARTINA ALTERNIFLORA I - I &LONG I�.ANn
OBTAIN AND r0 MAINTAIN A DRY 51M CONDITION.5"MEASURES SHALL NO FILL 15 U5E0)AT LEAST 12 NOLRS BEFORE TRE CONTRACTOR INITIATES (12" OLJ PROP.V % 332' SERVICE
INCLUDE PUMPING OF FREE SURFACE WATER,MINOR HAND AND/OR MACHINE I T3 . y I I 800-212-480 811
SUWING TO FAc1LNAre HATER REMOVAL,AND OTHER OPERATIONS TO COMPACTION OR AND ON A W%AEAR TEST GAGE(ASM 02922 AND ASM 3. APPROXI k1,353 S.F. OF VEGETATED x STAGING FLOATS \ I
SPEED DRYING. D301T)OR SPNp LONE(ASM VI556)1EST AT A MINIMUM OF THREE RMDOHLY INTERTIDAL MARSH WILL BE Z x 1Oe
3.NATIVE SOIL COMPALTIONr SELECTED LOCATIONS r0 MEASURE THE DEGREE OF COMPACTION OF THE I x I W
LQHENVE AW CAHESI0r1E55 NATIVE 901L SHALL EE COMPACTED TO q5%AND 5J °.LBGRADE IF TRE RESULTS FROM THIS TEST FOR THE FILL OR CREATED VIA FILL AND PLANTINGS I x I /
NATIVE 501E W THE MEET OR EXCEED THE DEGREE OF COMPACTIONROMHE SPECIFIED x
AREA OF PHRAGMITES TO BE www.dignetnyUl.mm
00%OF THE OPTIMUM DENSItt,RESFELTIVELY,PRIOR TO PLACEMENT OF � or
M TH1z SECTION,THE cast OF resnNG w1LL BE oEOLrr50 FROM THE � r EXCAVATED AND DREDGED TO
FILL. xq 3 www.m11811.mm
GENERAL NOTES
GOWTR�T AMOUNT,ADD TRE TEE INGEXISTING
(N WALL BE RY SYSTEM
SEE SECTION 2,DW6 No.2 FOR HIGH 51 X e _ EL. -3A' MSL (4' DEEP) zv „ x" 1 1 (for other states)
II.THE IM THE STAN MUST REMOVE TRE E%15 C SANITARY SYSTEM IN ACLOFDANLE I v , I I x - U 1
WITH THE STANDARDS SE THE SLDN,S. CONTRACTOR IS RES'ONSIBLE FOR VINYL BULKHEAD CONSTRUCTION Pro EXIST.
T'e' x
I, DRAKES COOR TIRE NOT TO BE SCALED,DIMENSIONS IS 60VERV,PROJECT ALL INSPECTIONS AND 51GN-OFF CE SAME. I E F USE FOR AREA I / x five
law, B boroughs
of and contractors rCityn wNassa In the
COORDINATOR STILL BE KO TO A OF ANY DISCREPANCIES. 12.COCERALTIXZ 5 EMErYNPRI FOR ELOCA THE PROPANE IANC PUMPED OUT AND USE FOR SPOIL N 6 flS boron u M New York CI
2. SPECIAL PARE SHALL BE EXISTING
IMPROVEMENTS A55JRE MINIMUM DISRMTION OF ALL CERTIFIED AS @PTY PRIOR i0 RELDLATION. PROP. 35'-7PW X 315(6 LANDING FLOAT, 2 - 2 - SFFEADIN6 xl / g y and Nassau end
»,� - r�, 2�L Suffolk Counties on Lana Inlentl moat contact
OCCUPIED PREMISES EXISTING THESF AND UTILITIES. x
S. GENERAL EI CONTRPALL R SILL PROTECT DE SAFETY OF TNA GENERAL PUeLIG I �+ I I I Dlbut n 1mom then 10 an Ing at least(excluding boars
BY ERECTING ALL REQUIRED BARRICADES i0 PcRNIi SAFE PASSAGE PRD,'. 3.0'X 315' RAMP - _ / 0 but no mole than 70 worldna days(exdudina r m
PURING NsiWCAPPROXIMATELY 391 CLYDE.OF EXCAVATED SILT/5AND I = _ RELOCATED I x \ weekends and legal holidays)prior to beginning V m
4, NO MATERIAL MIT50SUBSTITUTION SHALL BE MADE WITHOUT FIRST INFORMING SAM THE SLOPED SILL &1LKHD FROM I \ G : EfO�T.&46K5 K)
PRIMARY HIGH SILL BULKHEAD erry mechanized digging or excavation work ro
ENGINEER.wenn DRUIDS
MATERIAL NEER PRIOR
T s AND SAMPLES SHALL BE USED TO FILL BEHIND LOW SILL RNi x -® EL. 8S'MSL TO EL.32'MSL SEED °
FOR APPROVAL,IN WRITING TO THE ENGINEER PRIOR TO LOMNBNLEMENT OF 8 EL. b.S' MSL,APPROX, LENGTH = 359' 4x ensure undaTgmund Ilnee aro marked.
EXCESS MAT RI ESTABLISH TIDAL IN SPOI5), I APPROX LENGTH = fl4' ,� I - x xcv� CQ
WOiQK'
EXCESS MATERIAL TO BE PLACED IN SPOIL INCLUDING. (1) k33' MAIN SECTION, I0 I - EX. SMED PEG: PROP I Exmvstom and contractors can also ou do r
5, ALL MATERIALS ARE S R NEW h5 MATERIALS
EV PER T ACC WTILN EXCEPTIIS. i33' INCWDING: (I) 37' LENGTH ON N.W. WALL Q locate requests online,through ITIC, I(you do not
ANr(SED FIXTURES OR USED MArER1ALs ARE Nor ACCEPTABLE EXCEPT DISPOSAL AREA(SEE SITE PLAN,SET U I (U 314' LEN6TIH ON NA. WALL ! " ; �� I ' r�x TIAL LAN" 3°x q, g W N
(U 12'LENGTH ON NE.WALL s H (U 3T LENGTH ON NE.WALL - currently use ITIC,please cell 1-90o-5247503
6, GENERAL CONTRACTOR SHA(COORDINATE H19 WORK WITH THE WORK OF ALL i L. / `. 'I "' ' ' PROPOSED a° I EXISTING 10 I far more Information. QI r
OTHER CONTRACTORS,AND 51TE MANAGEMENT, J " x 3' x kis'RAMP m
1.ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREBJLARITIE5 IN lY11E, FOR WORK 1N THIS HIGH SILL BULKHEAD RETURNS i ''.:I' �' I PARTIAL ,TE PL AN D For safety reasons,homeowners ere strongly - Q Q
MATERIALS AND COLOR HATCHES OR OTHER SPOOK(SITUATIONS WHIM AREA-SM PROFI05ED I `t' '•;± bl. / _
3600 G1.YD5, - TO BE DREDGED 6 EL. BS'MSL,TL 324' * I encouraged to mil as well when planning any
ATTENTION
ADDITIONAL PROJECT
STILL BE APPROVAL
TO THE PARTIAL SITE PLAN BI' I f * W m X
ATTALLATIof THE PRDJEcr coORDIw.rDR FOR APMNaVu PRIOR i0 ±5 q CU. - USED TO FILL BEHIND BULKHEADS INCLUDING: (2) 312' LG RETURNS MM x 'EX.SHOO 1 I e3 tape of digging on their property.Homeowners
INSTALLATION 3509 CU.YDS REMAINING - Mb I a/ �� �� a sz PROPOSED I I T.B. I IE%.BOAT can contact us directly at 1-800-272-4480 or by �
b ALL MANUFACTURER'S INSTRUCTIONS STALL BE FOLLOWED LOMFLETELY, TO BE SPREAD 0 SPOIL 517E -SEE EMITINS '1-4 IRREGULAR SHAPE 20 10 O 20 40 1 RELOG I 1 1NALK5 EXI5TI% calling 511,the national call before you dig IL
q,REMOVE ALL DEBRIS AT ENV OF EACH WORK DAY IN ORDER r0 A95 URE A PAROAL SITE PLAN I PROP05ED' 15'-36'W% 315'(6, LANDING FLOAT EX15TIN6 I 6RAPHIG SCALE 20'-O" 1 I T.B. number.For exmvagon work completed on 0
CLEAN AND WELL KEPI EM/IRONMENT. - - - - - C 2 BOAT RACKS I I I BOAT RACKS p (M---��
10,ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF OF ONE YEAR UNLET �� �^ L 2 I o. I g M I RELOL TO REMAIN I personal NOTpropthe,itis the mnkH-to Co
OTIERWISE NOTED ALL LONTRA6TOR5SHALL SUBMIT THI5 GUARANTEE IN PARTIAL 5ITE PLAN Xl$r/NG TO REMAIN L__ reeponalblllry-NOT the homaownafs-to mnlect 15yo
�Q PROPOSED k20ki26'CONCRETE BOA I DIgNI Having utility Zine marked prior to O Q US
DREDGED LAUNCH AND 4.1 STEEL PAD, SEE EYIJrI �La I digging Is free of charge.
WRITING WITH REO/E5T FOR FINAL PAYMENT, 1 ./�, 10,)'i9 =
DWG NI FOR PART PLAN GRADE
A2,0,y�� N 5q°18')s" E I - CANAL I 1 20 10 0 20 40 BEAMS AND TIMBER PILES I - - - - - dj
23 I A, ` GRAPHIC, SCALE I" = 20'-O" -' / D
1 -- - - - - - - -- - - - - - - - - - - - - - - - -
Y1 qA. �wra;,Hr°� u,XµOT°WHI �'no ffl
- _ Pa1 NeHtutw° u' N 52027'26" E
tiN111t, IunRILWr A M3, 217.lq' N 55045110" E `9
404510. I 1 I - _ 213.38' _
.p I 0 TS'OFFSET LANE FROM MHW MARK (N
N N 57°210° E ENGINEER.
FOR INFORMATION ON SEE DWG NO3FOR 51LT FENCE,HAY BALE ° N 44°1090° E 20,51' T F p1E IN YO
HIGH,SLOPED AND LOW SILL I \
AND STCGKPIILE DETAILS
4,6 BULKHEADS SEE PROPOSED e'
PARTIAL PLATT THIS D1,15. ---- rTl q52� \ CIO w
�'g 1 P/O EXIST. P/O EXIST PARKINS AREA
PARKING AREA TO REMAIN A5 IS O
NEW LOCATION FDR RELOG. USE FOR SPOIL ulanm l r
IMrU! TS. 0 S 0734 P
mcrcK 1sttIRAIE S
PARKING 6 STORAGE I 5H®(SEE PROP PARTIAL SPREADING
PROPOSED STAKED HAY BALES AMD IS F ?
9. 1wr�nrt O D 51TE FLAN FOR INFO) SILT FBIGE TO(AMAIN SPOIL. e''""a tV ��10.� � D O �
a
I . Nw \� QQ �r �� 3 JEFFREY T. BUTLER, P.E.
AUG
Don z A V�I APPROX.bo'x 200'PORTION OF EX Q 2012 Q
A aB L " " BOAT RAGK5 USEDPARFOR AGE
AREA TO EfE DIKED AMIDPOI nw� � m � CONIC apt Sautbhald Town
- A I dw'EaP USED FOR APPROX*509A G1.YD5.OF SPOIL TO pE J
a4°U O1 Bsartl o}Trustees Irmo�..
O � BE SPREAD EVENLY Ov13i EXISTING GRADE I � � � s-U
G> O N B EXI5TINS BOAT RACKS TO BE RELOG, S QO LOCATION MAP: NOT TO 5GALE Q�t
+ A'
EXIST. BLDG (5EE EXSNEW LOCATION FOR RELOCATED BOAT RAGKSTINS PARTIAL SITE PLAN FOR FOOTING DF51611 BY OTHERS *"E_ 2S %y Q" a Q Q
`)„ B
EXTENT OF RACKS TO BE REID(ATED) 004 r�T-1H N
EXISTING SHE TO BE RCiOGATED !W' AV
\2'120 0jS2' Uj �' ,r IIrMACHINERY AGGE55 15 PROPOSED FROM EXISTING PARKING
PROP05ED H16H 51LL ° VA G .4, AND 5TORAGE AREA FFF-4ll 0 Q
G 8 -K EAD LOCAnONr BOAT RAGK5 BOAT RAGK5 °AY7 O Q� W
5YM ID DIsrANGE y 32 G 1� u�- O Q
OA kT1 uN.FT. �yQ „�pxR SAY 56OPE OF 1WORK: O�1 � z (N Q
497 LIN FT. Q� I. INSTALL TEMPORARY BARRIER BEFORE PROCEEDING WITH ANY SITE T.CONTINUED; -1 Q N O D/
QD\ L 326 LIN,FT, PARKING 4 STORAGE 1 WORK. NO DEBRIS SHALL 13E PERMITTED TO INTO EXISTING OR B. ELOPED SILL BULKHEAD, (, y V O p Q
S
PROP09ED CHANNEL OR OUTSIDE DESIGNATED AREA Of WORK. I.APPROXIMATE TL LENGTH = LI4 LIN. FT. INCLUDING. rr--�� ??
•�• O (LNG Op 13 LIN FT. 2.5EE COMPACTION NOTES PRIOR TO ANY SITE WORK. a.N 1T LENGTH ON NW.WALL
rANc 3.CART ALL DEBRIS TO'AN APPROVED UPLAND SITE, b.(U ±T LENGTH ON N.E. WALL ��/! -F Q
BULKHEAD B'11- �D PROPOSED GOA:STAL 4.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO WORK, 2.TOP OF SLOPED SILL EUILKFEAD FROM EL.8S'MSL TO z F - Q
5. PROPOSED LOCATION OF MACHINERY WHILE GON5TRULTIk5:
G.HIGH SILL PU-KFFJ�Dr
rrnw.Frn ,Q /� A.WORK DONE FROM BARGE; �[ ry
° AILS avTR B¢ FLOATING woAD vocXs� GONSTRIJGTI ON SITE PLAIN: L DREDGING SEAWARD OF IAA AND SLOPED SILL EL 32 MSL F-f LY O N• -4 III
I.PRIMARY HIGH SILL BULKHEAD,TL LENGTH = 35q LIN.FT.
TAM " Area � U U U U SITUATE AT. BULKHEADS '� INCLUDING: O N Z N CJ It
5TRONb55 MARINE 2. INSTALL LOW AND SLOPED SILL BULKHEADS' 11- O
hry• IX,ADB MATTII MY. a. INSTALL RELATED TIMBERb.(U 31144'' LENGTH ON N.W.WALL PILES a. (U * LONG MAIN SECTION V OO LL
v DFyK TOWN OF SOUTHOLD I.E3)LKFEAD,BATTER AND SER ICE STAGING (V
SUFFOLK COUNTY,N6^I YORKPILES C. (U H2' LENGTH ON N.E.WALL V
C = S l�• .t� SOM Ni 000-122-04442, 1000-122-0q-05, 3. FILL BEHIND LOW SILL BULKHEAD PER f WI 2.HIGH SILL BULKHEAD RETURNS,TL LENGTH = 124 LIN FT. LL .,
DREDGED G H A N N A L 1000-122.0g43, 1000-122-04-62 INcwD1NG, [- (3
4 a.EXCESS SPOIL NOT RO'O'D FOR FILL SHALL BE
"@ 3�, U 5 51TE DATA, EX15TING; SPREAD IN PARKING AREA PER PIAN a.(2) x12'LONG RETURNS (/) z
AREA OF SITE, 170 TIE�II'F-1 (8.73 ACl N4 B WORK DONE I. DREDGING�',5EAWARD OF HIGH SIM UPLAND BOAT �LL; 5TOP OF HIGH BULKIHEAD B. INSTALL PILES FOR SERVICELL 5TTAGIKN�Fi AND sit LAN INC FLOATS. ? in Q
S "'14 a.SPREAD SPOIL IN PARKING AIWA PER PLAN q. INSTALL PILES FOR CONCRETE BOAT LAUNCH. O
jT° /AkiL. BLDG AREA, 2. INSTALL HIIGH SILL BULKHEAD AND RELATED PILES 10. REVIEW COMPACTION NOTES PRIOR TO INSTALLING BOAT LAUNCH U Q O Q
/$ 4 NonnUa WmLa'u SITE PLAN BASED ON ID, TYPE, EXI5TIN6, PROPOf£D: 3. INSTALL BOAT LAUNCH PLATFORM AND RELATED GRADE BEAMS, INSTALL GRADE BEAMS. V
'3 •60, /y ORIGINAL SURVEY BY, A. 524 S.F. NO. GOMFONENITS 1 II.FILL AREA LANDWARD OF LOW SILL BULKHEAD.
B NATHAN TAFT CORWIN III B. 4SW S.F. NL, a.PILES,,GRADE BEAMS,PC. L STEEL PAD,ETC, A.FILL AREAS INDICATED BY MARSH HATCH WITH SPOIL
Iaw5uauleu LAND'WMYOR C, i 107 SF. NL. 6,REMOVE AND RELOCATE EXISTING SHED, I DREDGED FROM BASIN,
P.O.BOX Ig31 D. SHED A SF. LOIN GHNG T. INSTALL SHORBEIARD MAJOIEAD WL BULKHEAD SMALL BE INSTALLED PER 12.INSTALL SERVILE STAGING AND LANDING FLOATS,FASTEN TO PILES. FACE:
Z RIVIERHEAD,NY 11901E BARN q33 S.F. NO. CRANE MATERIALS INTTERNATIONAL(CM)INSTALLATION MANUAL], 13. REVIEW COMPACTION NOTES PRIOR TO POURING CANGRETE FOR
L.�a U DDAATE. JAN.052011 FASTING BLDG AREA, 12,913 5.F. ALCM APPRO TL LENGTH= L2g4 LIN.FT,INCLUDING: 14. INSSILL BULINHIEMID, ITALL RE�ORCEEDD PSL BOAT LAUNCH PAD.
e O N PARKING 6 STORAGE ,{ti UPDATED, DEC.03,2011 PROF05W BLDG AREA, NL. a.REIURW,*34'LIN.FT. 1 15. PLANT 5PARTINA ALTERNIFLORA 02'OCI PER 5PEGIFlCATIONS ON 1
SITE PLAN S g U( SCALE' 111 1 b.RETURN,45'LIN.FT. ■1
DATUM,NSVD 1929 LOT COVERAGE GALL, 2.TOP OF LOW,SILL BULKHEAD• LL.32'MSL OYPILAI.) PARTIAL SITE PLAN.
E TOTAL BLD6 AREA/AREA OF 51TE =LOT COVERAGE
q
a 5 4 °56'40" W 523.00' APPLICANT/04ERr 12,40 B$,/360266 5F.= OD34
R STRON65 MARINE EXISTING LOT LOJB2AGE= 3.4%
50 25 O 50 100 150 MATTITUCK,NY PROPOSM LOT COVERAEE - NL.
6RAPHIG SCALE I" = 50'-O" of 5
0
i
i
M5'
D15TANGE BETWEEN LOW SILL BULKHEAAS 6 S 6 0
PROP.IO%SOI G TIMBER PILE 20 OL, PROP Vol TUBER WALE t"") "' m NOTE 5ff 5EOT10N Z-HIGH SILL M"EA7 FOR MACAD
USED FOR SERVICE STAGING HAAT a hl e p INSTALLATION TRIREM Ilz THIS PRAHNS
LON[LTION OEYOD) PROPOSED 10'WCdOLG TIMBER PILE, 15 m r d1 m
75 20'Of USED FOR SERVICE STA6ING 75 NOIS USE GALVANIZED FA51UNINO a a
F14Ar CONNECTION SE1'OW - H
,SI ly,=y AND CONNECTION HARDWARE TYP, 5 s 5 >
el IOD' YY C A ky p'Y eL IOD' a
I I, PROPOSED MANTM6G OF SPARTMA ALTERIUFLORA 'O A _q q O NIN6E SYSTEM- p
e1.9.0 :� el 90' PILE R I 2 U
I,
m ISE Cd)EYE BOLTS ON FOLLOWER
el,8D' ,/ ie d - CON EI SERVICE STABIN6 FLOATS ' g A el,B O' �'� �F MS�,Y USE fE EYE BOLTS 1 AW FRAME, m y�
M PROPOSE)IOW.WtA TIMBER PILES OFFSET FOLLOWER/RAMP BOLTS BT 3•
nr e1.T0, I � S.NVE xIY LONG U7L'76Y R001PIN � yt
\ APPROXIMATELY 11,353 9F OF NDlls USE GALVANIZED FASTEN APPROXIMATELY 1M2 SF OF `� Yss!
AND CONBCTON HARDWARE,T1 I1{{� el 60' '>: TIMBER RAW Hlgi SILL BLLKHEM,
el 60' VEGETATED INTERTIDAL MAR9N WILL 3 5A' BE CREAATED VIAAFFILL AND PLAW045 \ INSIDE RAMP$RACKET TD.SLKHEAD P B.65'M5L s
BE CREAT®VIA FILL AND PLANn - 5A' v+
el.5.0' r q m § \ \ el.s o' W HEAVY DUTY TA.PROP PC.BOAT LAUTYM PAD m
20 \\C\ \ \ \ \. \ y\ \/ "o HIGH Wi1ERHAAK I EL.Id MSL ON DEC.3,2rNl / / % A �� TO.PROP.SHADE EL 32' el 20' LAIDIN6 FLOAT el a 0' el 8D a F
e TA.PROP.GRADE _ /i• el 4 o 71R77ASS&&Y MARK MSL ON -16 x 15'el 30 N .H'PROX 161 GLYDS.OF EX.AREA TO 5,PIPE MERVJOELOW WATER BE DREDGED STAGM6 FLOATS el 60' L
el.IA SPOIL RC-MD TO ACHIEVE : 4k6 FOLI+OMER,INSTALL A5 el ID Y 99 I� y4
• el.00' PROPOSED GRADE / u / \ SHOYUL USE 3?bxb'GALV.BOLT zi.o.o' al.SD' �, G 6 a Iy b
al.-1.v 4k6'FOLLOWER,INSTALL A5 i ry EXERT OF DREDGING TO BE 1S-0' b \ \ \\ (2)WASTERS AMD WT. el, o �+
EX.ARE TO BBAW MEAN IAN WATER MWX a el 40' �
r. M -20
SHOW ISE 37 DIA 6ALV. \ `j\ HIGH YNTER FU1RK•B.3B MSL ON DEC.3,2011 el 30' I p q
e1.-3D' BOLT(2)HA51HR5 1 WT BE DREDGED 119..Id MSU,Da®GE TO a.3d MSL 1 �/`:" TO ACHIEVE
130 PROPOSED
DF SPOIL RFA'D el. -2D'
1 \v TO ACHIEVE PRDPOFi�GRADE el -30' el 2D S S 3
el -4 0' FASTEN 8'hr20i6 TUBER PILE >\ \\ /. <PROP.BA.BA5M 1 Y\y\ �Fjr,BOT.OF B451N= EL.-3.45'MSLT`/ / /\ PROP.BA.BASIN t r�/ / r FASTEN 10'Nx20i6 TIMBER PILE TO VINYL el -4D' -- - - el To' °Un 'ay
el.-80' TO VINYL SHEET PILE,ISE 1'P \yT �^i`//\ /AREA TO BE v-EL,a f45L�y \"y,\.\:;rj�riii,:y/N/>0/0 . T
AREA TO BE ORED6E0 =EL.3D'MSL �> /\ I, i\\ - SHEET PILE, USE 1"6 5ALV BOLT, el -5 0' _
6N-V BOLT(21 WASHERS LOW WATER MURK•EL ID'MSL ON DEC.3 2011
el -6 o' AND N/r(APPNdO%3U / Vii, /(/i/ \\{/eG /.. , ./iGnr /G '>/ , / "^ _//-/\i�� (B WADERS AND NIT(APPROX tlO) e100' � � _ � ='
fv T e1 -5O' E%IBlf OEM X6 TO BE tf-0'BLW 10 el.-L0' ? 4
al -TD' 4 \\: >� 0/ / b )� \ MEAN LOW WATER MARK(EL Id MSU v "'
el -19 DREDGE TO EL.-50 MSL
III -20'
�,Q v �, el -e D' • PROp.BA.BASIN�AREA TO tff DI�6®=EL.-3D'FML el -40'
el -9a TO.BULKHEAD SILL BULKHEAD, i \ ,\ \ e1. -90' NDISTURBE0501L -_
el -loo' TO.BULKHEM1A.32'MB. ^ � r el. -lo 0' el.-5 o'
SHORE GUARD VINYL SHEET PILING 625 / /•, i r % / ' / r PROPOSED TA.LAW SILL BULKHEAD el.-11.0' M.-60'
e1 -120' // ✓� �\ / > \- \ti TEL.32'MSL e1.-120'
SNORE PA)ARD VINYL SHEET PILINS 625
\ \ CGA BATTER PILE,VOL..(Tl'P) -B o'
(t3U 10•s x 20'L& �` / / $/ J"';CCC%%% \y \ 090 6.6 X 20'L6 DETAIL - DOCK ACCESS MP S)
SEGTION I - LOW SILL BULKHEAD CAA PEE,a Of..(TYP) � 0x 6'oL (IYP) CCA PILE,V OG.(YP) SCALE Mb" 1'-0'
SCALE 3/16' = P-0" / ,
112Y
yJ�<•' /� 2 am; i HIGH SILL BULKHEAD SLOPED SILL MKNEAD LOW SILL BULKHEAD
A )Y TA.BULKHEAD a EL 65'M TO.MACAD 0 EL.32'MSL
^ -------
Tru
_9___ o e_ el 90'
1 °�]
J= o
x140' !u ° IGH WATER MARK a EL 98 MSL dt M.B,2011
/-10`011MBER PILE,4k8'FdlOYER,SIM PILE AND N ° ° o z1.
_ e1.3D' F+�1
0,6'TOP KALE TO BE FAST64ED a EACH
n IIDIG 9ff 9ETNL-PFORP..BD RAMP'FOR RAMP RP.RHAC, Nlf 8'ADDITIONALLY
OP WALE SHALL BE FASTEID i W"01 L.AND, - - - •e LOW WATER a EL.IA'MSL 6N DFA.9,2011 el.0A
EXISTING WED
4W*FOLLOMER,
LE
SIX
_ INSTALLATION RE4UIRB-EMS THIS DRAWSLS
No.,v Ili I'6ALV.BOLT,(2)WA5lJ AN7 el.IA
ry Q�
3 T] EMAIN OF DREDGING TO BE 14'-0• U al -l0' ^ f'()
� F FEAR LOW WATER MARK gL.IA'MSU
B TOP OF PROPOSED 2d x 26' z " DREDGE, El3d MSL
$$
POUF®COFORETE BOAT LAIMCH PAD o
2 HIGH MILL BULKHEAD
I 3 •� 3 `�
TO.BL�AD SEE DW6 Fb3 FOR CONSTRUCTION DETAILS ND URIE®SOIL 1 1
al.100' •8..D'fi"MSL
ARBA EXCAVATED
PIR,WF1nC9 V- W
el.9 0' i0 BE EXCAVATED Atb PITCH PADS
e1.00' DREDe®TO EL-3d M51. 1 1 1 el -50' )( z
al T 0' SERVICE FLOATS,LAW SILL BULKHEAD (>+'-0'BEA/H HNU el B 0' el.-12.0' e
- L Q
ANDTE-BERPILESBEYOND ARE NOT �r \ \ \WNW e1.lo' I q
al.b.D' S110Wl FOR ftRP05ES OF CLNOTY T e1.6.0' �• Q $ d)
el 5A' e1 50' i
e1 40' HIGH WATER MARK a&,98It=J-ON DEL.9,2011 ` AREA TO BE EXCAVATED FOR el.4.D' E"•1
e130' ''0 ..h m BULKHEAD INSTALLATION, j 11 a
MI.2.O' ,n + '., \yo MATERIAL SHALL BE WILLED e13D' I I I I � I I LJ LJ W O Q
\ TO ACHIEVE PROPOSED GRADE e1.2.0'
eI, ID' LOW WATER MARKe EL Id MSL ON DEC.3.YDIIr .r \ COMPACTION NOTE5) a1.ID' 1 VIEW 'E' m
T T /,/\ ` ELEVATION N.H.® SLOPED WALE
al.DO .• ,<_ <. NOTE,CON:RM WAY
LA H el.D o'
6 -10' ExIBU OF DF®BING TO BE M'4' q r /'TIE RODS hYP) /2 \� el.-10' •.
BEAR MEAN LOW WATER MARK $ �"��S< \\'< \ \,- \ aM1Trm FOR PIIrPO5E5 of 1 1 1 1 1
D RE D6 ED °I -20' III.Id MSU,DREDGE TO EL-341 M 51- ! (y-10'a- ! n, CLARITY,SEE DW6 N53 FOR el -2.0' LJ ICJ LJ
C H A N N A L el -30' CAT LO6 � /\N RFORh1ATbN el -30' W
z1.-40' \ .\\\�(/ / \/i/i\\/ \\ \� \\ /\ \ \/\�( \ \ \ \\�\C yp \ \`/v/\, / \ \ ♦ PFIW.BO.BA51N6AREA TO BE DFEDG®=EL-3A'F15L \ \ r\/`r/r,... '/ NOTEREGARDING VIEW 'S' AND FI F�
/ , \ p \ y\ ./ N / `� ` , ^ r\ y� \ ,\ \ \�y/ \ \ \ \ \ \ \ \� \ \ �\ \/ Ni ` / `N ` / ` / ` `T `�* ` :'CND TUBBED 501E \ �5�)�/ /\ )/\j' / / ,O"bxlolb[!. , \ \ el.-s D' SEE VIEW 'A'FOR LOW SILL CONSTRUCTION REQUIREMENTS(SLOPE WALL CONST. - SIMILAR TO LOW SILL CONST)
V
\,�/ /<,�C`p,, i✓ , r, ✓4 !\ /\/,\/i \ p/� '✓.\/. r,',r '6-DEhDIM " SEE VIEW 'B' FOR HIGH SILL CONSTRUCTION REQUIREMENTS EW
t63' !\ !\\/ e1 -6a' F NEW V
6 -10' • <\G / NOTE USE GALVANIZED FAST51NO \ \ al -10' �" 1T H2' O -C, BU
AND COlWFLTION HARDWARE ' j y il0'Hit-EXCAVATION REOb ILOW SILL BILKIEAD SLOPED SILL BULKHEAD HI6H SILL allWAD
III -q0' Cn \ el,-9D' GO
FOR MACAD ANCHORING TAI.BULKHEAD EL.32'MSL TA.BLKHIAQ 0 EL 65'MSL
eL-100' R r / _ ,
\ NIGHOXIATE ENSTIN 'MSL e1.-100' e1.80'
G��/Y APPROXIMATE H.EN6TIH= 183' ••_'___ o °-- . . -
el -0o' e1.-160' _ ° o -
INCUIDING,(2)N2'LG RETURH6 el.-120' zl TD' il¢:' o _ Ctrs R6
(I)3µ'LENGTH ON NPL WALL 1 el 60' z 2 0 Q
(V i12'IENGTH ON NE.WALL el.5.0' RM o o SFO U'ROPESS\O�
SECTION 2 - HI6H SILL BULKHEAD �1 _� e1. NIGH WATER MARK•E SB MSL ON OEC.3201
2 T� \ GCA PIS VOL.(IYP) ID, LOW WATER e _ �_____� _ ���• ,• •• - -
f,. JEFFREY T, BUTLER, P.E.
SCALE: 3/16" = 1'-0" /` < /\ e1 30' - - -
r ✓-rK 20' ° MARK a EL.1.0'MSL ON DEC.3,2011 O
r \ V° LE, e100'
UF
USE 3'10 eALV,BOLT,WASHERS! WT VMT'L 5H&T PILING,SHORC-GUARD 625 t �i�/i el-10' EMENT OF DFrIDBINS 70 BE 14'-D•BLW q F Q
FOR VINYL SHF TO FOLLOWER CANE (<iy` el, -za' +HAI MFNVAAW HATER MARK Iti.ID'MSU : z 2
4'x6'FOLLOWER IBEHIND VINYL ?/\ G\ - DREDGE 70 EL:3d MFA s F- 1-
D USE IY x 12'L6 6ALV TIE R2D5, SHEET PILING,SEE SECTION 2) D `� T al.-30' - I-� Q
SEE 5BGTION VAN)VIE'I C'
FOR MORE INFORMATION M15 DWS) (3)6k8'WALES 2 \ \ \ al -40' 1 1 1 NDiiiJuRBED 501E 1 _ � QH Q �
�� 0'-0"0.6. ,• e1.-120' 1 N T (L
Ypi° ° o o ° •EL.65'MEL 4'x6'FOLLOWER(lYP) VINYL 51EET PILING, MAE 1 - 1 1 .° ..
rlERov(TYP) ZO Q
° ° .. ° L --- ° T.O. HIGH SILL BULKHEAD � LU
/ G V VINYL SHEET PILINS, 1 L - - - - _ 1 1 1 1 1 111 1 1 < z
I(
SEN 6ALv.BOLT,WASHERS I Nrt V Z (
2 FOR VMYL SHIT TO FOL5&CONN SHOREWARD 625 2 ° ° ° •• ° o KISH
I-sRON oEc 3,lou „-., - 10'@ x 20'L6 - -?, - -. , : u u 1L J 1 N
115E 1.0 6ALV BOLT, 4x6 FOLLOWER(BEHIND VINYL SHIT 6 0 oL WALE SPICE I I 1I 11
(2)NA5TER5 AND WT FOR n TIEROD(ttP) / 1 NZ O Q W
PILING,5EE 5MMON NJ �� GCA Pit J VIEW �
FILENINTL 5HEETIWALE CONE115i LOW WATER MARK s o 6'OA.,INSTALLED A5 SHOWN
6'-0"OL. 6)Bxb GGA WALE EL 1D'M5L ON DEG.3,2011 ELEVA ION ® N E SLOPED HAL
L
PILE(1lP) HIGH WATER MARK a B'X B'CCA WALE(I OF U LJ L J
EL.3.6 F5L ON DEO.3,2011 Q Q Q
SCALE, 3/16 I'-0" Z
T.O. LOW SILL ELKHFAD a EL.32' q r r
LOw WATER MARKa BA.FxcnvnrloN VIE11 G - PLAN DETAIL 11 Zi O N � Q _N
- _ ° _ _ ° _ _ _ _ _ o ° ° o SCALE, /Ib' = I'-0' 1 + 1
EL.IA'M5L ON DEG,3,201 1 - r ` N z QI O 0 1
-ry 11 II 1 V LL Q
1 1 '111 11 1 LL
wwIvAignetnych.com Q �j N S
0 u 1 1 a I'U x III GALVANIZED UE RODS I' `� Q Q - Q
F 1 1 1 u 1 1 1 9 gFfJ�WYORKCITY or 130,EXCAVATION 1 1 11 u 1 1 1 b'9 LLA CAT LL5 wor other
States)v n� &6�NG �.PIND F� Q
I I 11i i 1i i I (/ (Mr ether slates)
II Z
1i ,� 1 1 Iu 1i 10'bxIOL6 DEADMIAN(TY ) Ali 1
q 800-212-4480 811
1 1 O Q O fC)
q 1 1 1 1 U Q
j s 1 1 1 1 q By law,excavators and contractors working In me For safety reasons,homeownem are strongly V
1 1 1 1 1 1 1 1 1 it VINYL SFET FILING, five boroughs of New York City and Nassau and encouraged to call as well when planning any
1 1 1 1 II 1 1 1 SHOREWARD 625 ;Suffolk Counties on Lon Island must contact
pOLLOWg=(ryp) g type of to u it Their proparty.Homeowners ' � �� •
DigNei 1800-272-0480 or 871,at least 48 hours can contact us directly at 1-8!14272.4480 or by
11 1 1 u 1 1 1 1 but no more than 10 workingdays(excluding calling 811,the national call before you di
1 1 m 1 Iu
) Y ( g g Y O
1 1 1 1 1 1 1 1 1 weekends and lege)holidays)prior to n work
number For excavationtI the oompletor on ,
II - ' gny metlTenlzed digging or excavation work to personalproperty,It Is the contractors
1 1 1 1 1 1 1 1 1 1 HALE SPICE ensure undelgmund linea are marked. responsibility-NOT the homeowners-to contact
II /I 6-0 O.G. ;e
1 1 1 1 1 1 1 1 1 1 1 1 1 a 10'b x 30'LG 1 1 'Excavators and contractors can also submit DIgNeL Having utility Tins marked prior to
1 I I I I 1 1 I I I IEROD(7YP) 10'd x 30 L6 q g diggingis tree of charge.
u LLA PILES VOL.6'OL1 1 1 locate requests online, ase h ITIC. I1-you do not
1 u l 1 1 1 1 LCA PILES•VOL., unenll use ITIC, lease cell 7-800.5247803 re
I I I I I I I I I I
I / f Y P
1 1 1 1 10'P x 20'LG 1 1 r iLJ 1 1 IL L J LJ I I - INSTALLID AS SNOWN for mare information.
VIEW 'A' I- ELEVATION DETAIL wa PLES¢6'oL. I VIEW B ELEVATION DETAIL VIEW D PLAN DETAIL 6 Xa^LCA WALENOF 2)
-T--r=��� LJ LJ 5CALE, 3/I6' = 1'-0" 5CALE, 3Ab' = 1'-0'
5CALE, 3116" = P-0'
N
PROP POURED CONCRETE BOAT LAUNCH -^' z
PAD,SEE PARTIAL PLAN CMI$ DWG) o 5 m
FOR HIGH AND LOW SILL BULKHEADS AND THEIR SEE LAUNCH PAD 6 g o 6
RETURNS,ACCESS RAMPS,LANDING FLOATS FROP05ED BOAT LAUNCH GRADE DETAIL FOR SLAB 6 L^ d o
AND SERVILE STAGING FLOATS SEE DWG No.1 BEAM(1YPICAU 5EE DETAIL FOR REINFORCEMENT STEM ANGLE BELOW STEEL 45,6'FOLILOWK AND 6 5' III Not IKTION AND REINFORCEMENT AT9x , SEE SECT 2,vwG Hoa PERIMETER OF STEM PAD s S qq
o IIn ,/ r r '^" , , . !- - .r- .,� 4n Tn OIIOWY�� 5
I I_ COMPACTED SOIL, nP. TO.STEEL &SONG I�ANn e t
(5Ee coMPAGnoN NDTE51 \/ o EL. loo' 800-212-4450 811
' I ••I .� "� , � . / wwwtlig ornyGl.wm s �'
o i ?T , . `. � //\\� (for
other state) 3
O°m, IS TON TIMBER PILESuffolk/\\//\\/\\/\\/\\/\\//\\//\\/\\/\�/�\ \�, five bomughaaof New York CIN d Neaenw a da 6 n
ct
PROPOSED RECESSED TA. HIGH SILL BULKHEAD, (nPICAL OF ALL BOAT \ \
4 xPAD x1¢'THK I I > -°+.o TTD.STEEL A. BOAT PAD AND LAUNGH PAD LAUNCH PILES) /// /\\/\\\/\\/\\/�\\/�\\/�\\/�\\/�\\/�\\/\\� H16H SILL VINYL BitiN1-800-272- 480 or 811ties an Long ,at least 48 d must hours
STEEL 1 '.p •• ° 6 EL.65' MSL ' ///// / //\/ / / � 6ULKNEAD butno more than 10 working days(excluding
I I T `•° - . . 0'-O" \\ \ \ \ \ \ \\ \\ \\ SEE SECTION 2,DWG Noe weekends and legal holidays)prior to beginning fi q ? -
//�/j�/j�/j�/j//j//j//\//\/ FOR INFORMATION any mechanized digging or excavation work to S �s
`�'._ -'- - ,.� - -T-„ I I • , .•. ' i I'r /\\/\\//�\//%\//\\�\\%\\/% Excavators m and underground
ntreGoro can ma submit ° 'A, N N N
PROP05ED CONCRETE BOAT LAUNCH PAD , I [ \/\\/\\/\/
6" T14K REINFORCED POURED CONCRETE •. ^ ,• DETAIL — \'' '!\�//\� loatrretlY use ITICnplethrough
eacgahll i IBOD524i60a t 6 6 6 nH 6 0
SEE DETAIL, THIS DW6 °'� I �' 1 1u EXISTING \//\\/ formorelnfonnation.
L n I I '• I I BOAT RAGK5 CONCRETE BOAT LAUNCH PAD AND / 4 For
PROPOSED GRADE BEAM, TO REMAIN safety reasons,homeowners are strongly
24'x24" TYP OF 3,(SEE Dns,THIS DWG) GRAE BEA
DM/PILE FOUNDATION
e s d p type
man their
when planning any
I4 I SGALE -Yap' '-0" in Gdigging
sdir Nelrp1-800- Homeowners
•',I o 1 \ can contact us directly at 1b00-272-0480 or by
PROPOSED 10"4, 15 TON TIMBER PILE I..�— ', I . - .11.+ I•` u �_ _� DETAIL — E GO G Q G
J . nucalling 811,the national cell before you dig
(TYR OF 9 BOAT LAUNCH PILES) .� mber.For excavation work completed on
r SCALE: K' = I'-0" personal property,it is the contractors
``j n T� F .,•I. T I . ' • 'I I .°• Cc p \ ra DIGNarl.Having utility lines OT the marked pdcontact
to
digging Is free of charge.
• ' f32" X 2" STAKES
10.0' 10.0' 3.0' O BUILDING WIRE (TWO PER BALE)
No.4 BAR, 10' O.G. TO PENETRATE OR TWINE
z No.4 HOOP, 10' O.G. 4" INTO BOAT LAUNGH CONCRETE STRAW BALES
/ VERTICAL PAD. ADJUST ANGLE PER GRADE
26.0' BEAM LOCATION AND SLOPE OF
NOA BARS, 5" O.G. SLAB. TIE TO N0.4 REBAR GAGE.
iy HORIZONTAL (3 ROYO SEE LAUMN PAD
PARTIAL PLAN – CONCRETE BOAT LAUNGH
DETAIL FOR r \
SCALE,Y" = 1'-0• P.G. BOAT LAUNCH PAD SLAB
I I U O
REINFORCEMENT: REIIF01RLB4EXT COMPACTED
USE NOS REBAR, 12" O.G. I
HORIZ. (EACH WAY) S •n FILL
r �, a
_ r
.� .. •; o > • • .~ ° •4"
GRADE W r
m
3p5op) Psi
LAUNCH PAD DETAIL N0.4BAR5, 10^OL. LONG �v I, 1zLU
5GALE: N.T.5. \ I'IOWZONTAL, RADE EAMS 'm TRENCH
Gwi C� O z
I SECTION PP
MIN CLR 13TH4 SLEEVES NOTE. EXTERIOR SLAB SHALL BE DE516NED FOR 250 F°5F UNIFORM REINF. NOTE.
D D INS THE LARGER DIA TD' LIVE LOAD OR A 3000 LB POINT LOAD OVER A 4"AW AREA TIE No.4 ALLCASE
CAGE TO UJ
2'-0' 2'-0" BAR BOTTOM OF' p HAY BALES H 2"
MAX MAX TRIM BARS TO MATCH REINFORCEMENT NOTES: I m u. DRAINAGE SWALE
WALL HORIZ. BARS - 11
N - #5 EF MIN I. ALL REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH LATEST _
EDITION OF ALI 315 DETAILING MANUAL. F/m/01 N
FOR D)= 16" ADD NOTES, 2, GLEAN AND R01,00 TOY" AMPLITUDE ALL CONCRETE SURFACES AGAINST \ N\
(I) #5x6'-O' EF FOR I. LENGTH OF BARS = D r 4'-0' WHICH CONCRETE 15 TO BE PLACED \/�\//\� /%<
WALLS 12' AND THICKER 2. OMIT TRIM BARS FOR SINGLE OPENING �� �i //�� PLAN
WHEN D(6".
3.ALL REINFORGNG STEEL SHALL BE 5ECURELY IBA IN PROPER POSITION. IF BALES TO BE SET IN
TRIM BARS TO MATCH DETAIL - STAKES (TYP,),
BEND MERE ADJACENT REGARED,ADDITIONAL BARS AND STIRRUPS SHALL BE PROVIDED BY THE SEE SECTION, 4" TRENCH, SE SECTION
EO EQ WALL VERT. BARS 3' " OPENING INTERFERES CONTRACTOR TO FURNISH SUPPORT TO THE REINFORCING STEEL. 0 ENGINEER.
(U #5 EF MIN. 4 GRADE BEAM REINFORGEMENT �—
GIRGULAR OPENING - 4.SEE DETAILS,THIS DRAWING FOR REBAR DETAILS SCALE. V = 1'-0" l/ / 11 11 11 1 Ew ),
ADD 2 #5 x 6'-O'EF DOWELS INTO til e 11 II I II II II II ll ° p 111 n In O yN BUT�R/r�,
TYP FOR WALLS 12' NOTE: U Ul II 1 I I II
AND THICKER 5L OR FTG ALL CONCRETE FOR BOAT LAUNCH SLAB TO BE 51000 PSI. a s II II II II II II n ~ w
L%300AR DIA. ALL REINFORCING STEEL TO BE 60 TCSI, w
ADD 2 #5 x LLS 12F EXTRA STRENGTH FILTER FABRIC ELEVATION
TYP FOR WALLS 12' REQ'D. WITHOUT WIRE MESH SUPPORT
AND THICKER STEEL OR WOOD
_vPOST (TYP.) STRAW BALE BARRIER
n yt1D' MAX. O.C. SPACING Fp s�
UV-0] BEND IF NECESSARY W/ WIRE SUPPORT FENCE -- NOT TO 5GALE HOF-Es
6' MAX. O.C. SPACING JEFFRE T. CUTLER, PE.
CIRCULAR OPENING GIRLULAR OPEN LAP SCHEDULE W/O WIRE SUPPORT FENCE
TYP. CONCRETE WALL OPENINGS BAR SIZE LENGTH R;'-5OOo peg �j o
5GALE, NTS TOP OTFER9 :,
13 21-0' I'-TI. AREA CHOSEN FOUR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. )�
14 2'-6' 2,-I. ^' -,• ' .' , FLON- , . V
2. MAXIMUM SLOPE iOF STOCKPILE SHALL qq�� 2:1, P-4 O
d . 3. UPON COMPLETION OF 501E STOCKPILING,EACH PILE SHALL BE SURROUNDED NTH EITHER
vN � �
-p #6 4' ' 3'-I' SILT FENCING OR STRAW BALES, THEN STABII IZED MATH VEGETATION OR COVERED. N N LL m
IND 6'-e' 5'-2' F
BAR SITE MINIMUM BEND .'". . . O D
F-2i,
+ DIAMETER / \ \\ \\ \\/�� TO AUPSTREAM SDEROF SPOSTRELYSTABILIZE ENTIRE PILE LU Q 3s3-#6 6x BAR VIA /\\��\\�/\\/�\\i /•�//•/^ WITH VEGETATION OR GOWER zOQNI 6x BAR DIA �'�4 �/ z H Dl
LL114-#16 lox BAR DIA A36" HIGH POLE MAX.) 2SLOPE OR LE55 N( r1Q NO 1
< R 4'MIN. G ADD
5�E-05'7#13 STEEL OR WOOD POST W J' v' I 1U -7 `J 0 m Q Q
L ,4� I.Fh..�
BAR SIZE MIAME'IE�� \' \ W 41 W W W W Z o g
< -I- +
13-415 4x BAR DIA FLOW FLOW V. w w
< = OTHERS SAME AS MAIN O N J In
REIW. .L W N' W W W W �, �,
zl— O v_
T� d d z pO w w w v w W C) N O O .
MAIN REINFORC NT c +q� z (/\\//� ? / \�/ / \/// / //\ \ v v v 1 v v — =
d ✓\/// r•':: ':i\//�/ \ 3/4" MIN.
N \\/j DRAIN ROCK Z
Po51Tl N� AL7ERHATIVE ALTERNATIVE 2' P) ADD(20-00x4'-o'o (V /�\ /\�/ 4„ X 6" TRENCH
H
IF
CENTER OF 5L AT W/ COMPACTED \/\\ O (J
EA CORIER BACKFIL ���...,,,yyy U O Q
\� STRAW Bl5 OR SILT FENCE V
r 1 r 1 ITRENCH DETAIL INSTALL&D U WITHOUT TRENCHING "Y'"
TIES ' STIRRUPS L REINFORCE SIMILAR FOR GIRGULAR OPENINGS. NOTES: TO BE USED WHERE TO✓F501L 15 NECE55ARY FOR REGRADING AND VEGETATING DISTURBED � �
2.FOR OPB11N65 LARGER THAN 2'-0',SEE PLAN FOR TRIM SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. AREAS. TEMPORARY SiTOCKPILE 5TABILIZATION MEASURES INCLUDE VEGETATIVE COVER,
3.OPEIN66LREINFORCEMENT. INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY, MULCH,NONVE6ETATIVIE COVER,AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE
3.OPENINGS LARGER THAN 2'NOT SHEER OHO RTO CONS RUCTIi MST p W
STIRRUPS AND TIES EE APPROVEv BY STRUCTURAL EN6INEHR PRIOR To CONSTRUCTION. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT'ALLOW OFF-SITE TRANSPORT. STABILIZATION MEASURE(S) ED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR,SITE
CONDITIONS,AND REGiWIRED PERIOD OF USE. i JL
TYR REINFORCING BAR HOOKS AND BENDS TYP. CONCRETE WALL OPENINGS SILT FENCE DETAIL 501L STOCKPILE
SCALE, MM 5GALE, HTS, NOT TO SCALE NOT TO SCALE
of E3