HomeMy WebLinkAbout1000-72.-1-1.8OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY 11971
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MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
Telephone: 631 765-1938
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM.
To: John Bredemeyer, President
Town of Southold Board of Trustees
From: Mark Terry, Principal Planner
LWRP Coordinator
Date: February 10, 2015
Re: Proposed Wetland Permit for SHATSWELL PROPERTIES, INC.
SCTM# 1000-72-1-1.8
The lot was created as Lot 2 in the Minor Subdivision of Baxter Properties in 1981. A covenant and restriction
(C&R) wag filed on the parcels at the time of approval. Clause 8. of the C&R (shown below) restricts access to
the beach to a single access structure on or near the common property line between Lots 1 & 2. The intent of the
clause is to establish common access to the beach. This proposal does not meet the clause.
7. Access to the beach shall be by means of a suitable structure
designed and constructed in.a zwraies that will result in the least
disturbance of the stability of the bluff.
8. Aacess to the beach fron Tots 1 & 2 shall be restricted to.a
single access structure Located on or neer the ccmmon Property line between
Tots 1 & 2.
9. Aaaess••to the beach frau lots•3 & 4 shall be restricted to a '.
single access structure located on or near the common property, line
between Lots 3 & 4.
10. No lot may be subdivided,norAoll. the dimensions be changed in
WT manner, unless authorized by the Southold Town Planning Board.
•11. Rhe mjnj=an setback. .from the bluff as to Lots 3 & 4 are less than
the 100 foot setback policy of the Suffolk County Panning Oazmission
Please contact me with any, questions.
Cc: Lori Hulse, Assistant Town Attorney
it h)
Town'of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
I, All applicants for perm its' including Town of Southold agencies, shall com p ete this C C�A F for
proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law, This
assessm ent is intended to supplem ent other inform anon used by a Town of Southold agency in
m a k in g a d e t e r m in a t i o n o f c o n s i s t e n c y, *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area (which includes all of Southold Town).
If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus, each answer must be explained in detail, listing both supporting and non-
supportine 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: onI
(southoldtown.northfork.net), the Board of Trustees Office,
libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM# 11 - 1 _ 1. 8 , 5�
PROJECT NAME Shatswell Properties, Inc.
The Application has been submitted to (check appropriate re or
Town Board ❑ Planning Board ❑ Building Dept. ❑
at the Town of Southold's website
lanrwiLXnartment, all local
Board of Trustees
JAN 1 5 2015
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:
Construct landward of bulkhead a 4'x +/-134' elevated timber bluff stairway with railings, consisting of 4'x 4' entry steps to a 5.5' x 8'
entry platform with bench at top of bluff, 4' x +/-10' steps, 4' x 8' landing, 4' x +/-18' steps, 4' x 8' landing with bench, 4' x +/-18' steps, 4'
x 4' landing, 4' x +/-18' steps, 4' x 8' landing with bench, 4' x +/-18' steps, 4' x 8' landing, 4' x +/-14' steps, 4' x 6' landing, 4' x +/-5' steps,
4' x 6' landing with bench, and 2.5' x +/-2.5' steps to grade to access lifting mechanism for retractable stairway to beach; construct
seaward of bulkhead a 3' x 3.5' aluminum platform and +/-3'x T retractable aluminum stairway to beach (both with railings); and
restore/revegetate areas landward of bulkhead disturbed during construction with native vegetation, all as depicted and described on the
engineering plans by Jeffrey T. Butler, P.E., P.C., dated December 9, 2014.
Location of action: 450 Castle Hill Road, Cutchogue
Site acreage:
1.502 acres
Present land use: Residential, one -family dwelling
Present zoning classification: R-80
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: Shatswell Properties, Inc.
(b) Mailing address:
c/o Roger Vorce, President
1479 Blue Jay Way, Los Angeles, CA 90069-1212
(c) Telephone number: Area Code 310-652-2628
(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? NYS DEC
C. Evaluate the project to the following policies by analyzing how the project will further support or not
support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation
criteria.
❑ Yes F-1No® Not Applicable
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP
Section III - Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III - Policies Pages 6 through 7 for evaluation criteria
❑ Yes ❑ No ®Not Applicable
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III - Policies Pages 8 through 16 for evaluation criteria
❑ Yes 1:1 No ® Not Applicable
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
- Policies Pages 16 through 21 for evaluation criteria
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22
through 32 for evaluation criteria.
® Yes ❑ No ❑ Not Applicable
The project will consist of the construction of a timber stairway to provide access down the bluff to the beach. The environmental
impact of the project will be limited to the temporary loss/disturbance of bluff soils and vegetation immediately adjacent to the site of
construction. As grade restoration and revegetation of these disturbed areas at the conclusion of construction is incorporated into the
design plan, the project will have no significant adverse impact to the bluff ecosystem or adjacent beach and will be consistent with
Policy 6.
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes [:]No ® Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation
criteria.
® Yes ❑ No ❑ Not Applicable
The proposed stairway will terminate immediately seaward of the existing bulkhead at the base of the bluff and will in no way preclude
or impede public access along the beach.
Attach additional sheets if necessary
WORKING COAST POLICIES
Poliey 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
Amended on 811105
TITLE Coastal Mgmt. Specialist DATEJanuary 9, 2015
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a.n NOTICE o"" COUNTY OF SUFFOLK U souna�n
..w. K �SEReal Property Tax Semce Agency v
SHATSWELL PROPERTIES, INC., 450 CASTLE HILL ROAD, CUTCHOGUE
Figure 1. Looking northwest toward top of bluff and Long Island Sound at location of proposed stairway.
Figure 2. Looking southwest from location of proposed stairway toward upland and existing dwelling.
SHATSWELL PROPERTIES, INC., 450 CASTLE HILL ROAD, CUTCHOGUE
Figure 3. Looking east along top of bluff over location of proposed stairway
and toward stairway on adjacent property to east
Figure 4. Looking southeast from beach at face of bluff and location of proposed stairway.
i\ C -A V T Tl r T T-1 'N T /1 Tl
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YORK
01-1.8
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JAN 1 5 201r
IE MINIMUM
ESTABLISHED
JD ADOPTED
STATE LAND
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE
THE EXISTENCE OF RIGHT OF WAYS
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
N.Y.S. Lic. No. 50467
Nathan. aft Corwin III
Land Surveyor
Successor To: Stanley J. Isaksen, Jr. L.S.
Joseph A. Ingegno L.S.
Title Surveys — Subdivisions — Site Plans — Construction Layout
PHONE (631)727-2090 Fax (631)727-1727
OFFICES LOCATED AT MAILING ADDRESS
1586 Main Road P.O. Box 16
Jamesport, New York 11947 Jamesport, New York 11947
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PROPOSED RETRACTABLE
ALUMINUM 5TAIR TO BEACH:
PROVIDE, PLATFORM AND RETRACTABLE ALUMINUM
STAIR AND H015T FOR BEAGH AGGE55 (FOR INFO
SEE SECTION 'A' ON 5HT 2, DETAILS ON 5HT 3)
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�PROP05EDBEA0 AG a5 5TAIR:
PROVIDE 4'WIDE x 1134'L6 STAIR
a�� o REPLANT 0I5TURBED AREA; /
PLANT AT THE CO ZLL61ON OF STAIRWAY
/j CONSTRUCTION (SEE PLANTING SCHEDULE)
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COASTAL ER05ION HAZARD LINE A5 SCALED FROM x86.1
COASTAL ER05ION HAZARD AREA MAP
PHOTO No. 58-54q-83 Sheet 5 OF 4q
N/O/F 1
WILLIAM 6. EL5
I ELLEN M. EL5
SITE PLAN
30 15 O 30
GRAPHIC- 5GALE
NEW YORK STATE BU I LD I NO GORE
AREA OF WORK
SEE SHT 2 FOR STAIR PROFILE
AND DETAILS
N/O/F
MIGHAEL WI6611\15 4
BETTY W1661N5
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SECTION RR314
STAIRWAYS O ENERAL NOTES
SECTION RR314.5.5EGTION RR314.2 TREADS AND RISERS. THE MAXIMUM R15ER HEIGHT SHALL BE I. CONTRACTOR SHALL CHECK H AND VERIFY ALL CONDITIONS TO THE SITE PRIOR
TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF
8-1/4 INGHE5 (20q MM) AND THE MINIMUM TREAD DEPTH SHALL BE q INCHES (229 MM). THE THESE PLANS AND MAKE WORK AGREE WITH SAME.
R15ER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING ED6E5 OF THE ADJACENT 2. ALL WORK SHALL CONFORM TO THE NEW YORK 5TATE UNIFORM FIRE
TREADS. THE TREAD DEPTH SHALL BE MEA5,1RED HORIZONTALLY BETWEEN THE VERTICAL PREVENTION AND BUILDING CODE AND ALL RULES AND REC-�ULATION5 OF THE
D.
PLANES OF THE FOREM05T PROJECIN
TION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO TOWN HS
3. IF N THEE COURSE
RSE OF If ONSTRUGTION A CONDITION EXISTS WHICH DISAGREES
THE TREAD'S LEADING EDGE. THE WALKING 5URFAGE OF TREADS AND LANDINGS OF A WITH THAT A5 INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK
STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL AND NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE, AND
(2 -PERCENT SLOPE). THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT CONTINUE WITH THE WORK, HE SHALL A55JME ALL RESPONSIBILITY AND
EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (q.5 MIM). THE GREATEST TREAD DEPTH WITHIN LIABILITY ARISING THEREFROM.
4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO
ANY FLIGHT OF 5TAIR5 SHALL NOT EXGEED THE SMALLEST BY MORE THAN 3/8 INCH (615 MM). INTO EA5TTN67 SLOPE.
5. ALL FOOTIN65 SHALL BEAR ON W015TURBM 501L WITH A MINIMUM 501L
SECTION RR515 PRESSURE OF 2 TONS PER 5QFT. AND SHALL HAVE A MINIMUM OF 6'-0' OF
HANDRAIL5 COVER'
6. DE516N TIMBER 5TRE55 - DOU6LA5 FIR, NO.2 GRADE FB = b25 P51, E _
1,200,000 P51.
SECTION RR315.1 HANDRAIL5. HANDRAILS HAVING MINIMIUM AND MAXIMUM HEIGHT5 OF 34 INCHES 7. DO NOT 50ALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED
AND 38 INGHE5 (864 MM AND 465 MM), RESPECTIVELY, MEASURED VERTICALLY FROM THE DIMENSIONS. THE EN61NEER HA5 NOT BEEN RETAINED FOR ON 51TE INSPECTIONS
N05IN6 OF THE TREAD5, SHALL BE PROVIDED ON AT LEAST ONE 51DE OF STAIRWAYS. ALL AND/OR 0135ERVATION5 or THE CON5TRUGTION.
REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE 5TAIR5 WITH TWO OR b• ALL METAL J015T HAMER5 AND OTHER METAL CONNECTORS REQUIRED
MORE R15ER5 FROM A POINT DIREGTLY ABOVE THE TOP R15ER OF A FLIGHT TO A POINT SHALL 0 "TECO P TORS' OR EQUAL AND SHALL BE CAPABLE OF HANDLING
LOADS CONNECTTIONION POINTS. INSTALLATIONS SHALL BE IN STRICT
DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL CONFORMANCE WITH MANUFAGTURER5 SPECIFICATIONS AND RECOMMENDATIONS. PRUNE 1/8' OF LEAF AREA BUT
TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL Cl. 5TAIR5 To COMPLY KTH NEW YORK STATE BUILDING CODE. RETAIN NATURAL FORM
HAVE A SPACE OF NOT LE55 THAN IS IN( 10. ALL LUMBER SHALL BE GGA NON).
HE5 (38 MM) BETWEEN THE WALL AND THE HANDRAIL. t
II ALL POST AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED, U.O.N.. IN PR0P05ED NEW SPRAY WITH WILT -PROOF PER
SECTION RR315.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE ACCORDANCE WITH A5TM A153. BUSH PER PLANTING MFG'S INSTRUCTIONS IF FOLIAGE
FOLLOWING TYPES OR PROVIDE EQUIVALENT GRA5PABILITY. 50-HEDULE (5EE 5HT 1), 15 PRESENT
MIN 5-V O.G.
TYPE I. HANDRAILS WITH A CIRCULAR GRO55 SECTION SHALL HAVE AN OUTSIDE DIAMETER PLANTINO SGHEDULE 6RUND LINE TO BE SAME AS
OF AT LEAST 1-1/4 INCHES (32 MM) AND NOT GREATER THAN 2 INGHE5 (51 MM). IF THE AT THE NURSERY
HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES PROP05EO 6RA55 AREA (MIX OF AMMOPHILA BREVILIGULATA)
(102 MM) AND NOT GREATER THAN 6-I/4 INCHES (160 MM) WITH A MAXIMUM GR055 SECTION BEACH 6RA55 2-3 COLUMNS PER PLANTING HOLE 12' OL MAY, WITH ESTABLISHED VEGETATION OR
DIMEN51ON OF 2-1/4 INCHES (51 MM). PANIGUM VIR6ATUM) SWITCH 6RA55 AT 2'-0' O.G., 2 GAL. 18' MIN. FOR MEANS OF 5TABILIZATION (PLANTED
CONTAINER). PLANTS UP TO 4' ::::::I:::::: 6RA55E5 AND/OR TERRA(IN6)
TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INGHE5 (160 MM) SHALL HIGH, 20" MIN. FORREMOVE,,p FROM TOP OF
PROVIDE A GRASPABLE FINGER REGE55 AREA ON BOTH 51DE5 OF THE PROFILE. THE FINGER USE SHRUBS WHERE NEEDED A5 CONDITIONS ALLOW: PLANTS OVER 4'
REGE55 SHALL BEGIN WITHIN A 015TANGE OF 3/4 INGH (Iq MM) MEASURED VERTICALLY FROM PROP05ED NORTHERN BAYBERRY BUSH (MORELLA PEN5YLVANIGA) HIGH 6" MIN `:. :. BALL
THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 MM) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 GALLON
WITHIN 1/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. TH15 REQUIRED DEPTH SHALL CONTAINER). BACKFILL WITH TOP501L 4 PEAT -
CONTINUE FOR AT LEAST 3/8 INCH (10 MM) TO A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES AND/OR PROP05ED BEAGH R05E BUSH (ROSA VIRGINIANA) TO BE M055 3:1 RATIO BY VOLUME IN 9"
(45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE PLANTED AT A MINIMVM 3 FOOT ON CENTER (3 GALLON CONTAINER). TYPIGAL 5HRUB LAYERS -WATER EACH LAYER UNTIL
HANDRAIL ABOVE THE REGE55 SHALL BE 1-1/4 INCHES (32 MM) TO A MAXIMUM OF 2-3/4 AND OR PROP05W BEACH PLUM BUSH (PRUNU5 MARITIMA) TO BESETTLED• DO NOT TAMP
NTS
INCHES (70 MM). ED6E5 SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). ..S. NO DETAIL 6' FOR PLANTS UP TO 4' H16H 8"
(5EE PLANTING DETAIL, THI5 DWG) N.T.. FOR PLANTS OVER 4' HIGH
L O
END:
PROPERTY LINE
EXISTING BUILDING
NOTED LAND LINES
NOTED WATER LINES
EXI5TIN5 MAJOR CONTOUR 1O
EXISTING MINOR CONTOUR 6
EXISTING GRADE el. 6.0
el = ELEVATION
PHOTO KEY
No.
STORM WATER FLOW ARROW v�
PROP05ED 51TE PLAN 15 BASED
ON ORIGINAL SURVEY BY:
NATHAN TAFT GORWIN III, LAND 5URVEYOR
P.O. BOX 16
JAME5PORT, NEW YORK I1a47
PHONE: 631-727-20x0
APPLICANT/OWNER:
5HAT5WELL PROPERTIES INC.
450 CASTLE HILL ROAD
GUTGHOGUE, NY IIg35
328.5c1'
5 84'25'10" Y`I FOUND
GONG. MON.
�S-
tiT 31 -
NOTE: MACHINERY AGCE55 FOR PROPOSED BEAGH ACCESS STAIR CONSTRUCTION 15
PROPOSED FROM DUCK POND ROAD (EXISTING BEACH ACCESS ROAD)
PROPOSED BEAGH AGGESS STAIRS :
SITUATE AT:
GUTGHOGUE, NY
TOWN OF SOUTHOLD
SUFFOLK GOUNTY, NEW YORK
5GTM NO.: 1000 -472 -0I -I.8
ZONING DISTRICT: N/A
USE: RESIDENTIAL
FEMA FLOOD ZONE: N/A
51 TT= DATA: EXI5TING: PROP05ED:
AREA OF SITE: 65,43a S.F. N.G.
(1.502 AG. TO BULKHEAD)
NOTES:
I. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1488 DATUM
FEL. - FIRST FLOOR
OFL. - &ARAC-E FLOOR
TB - TOP OF BULKHEAD
BB - BOTTOM OF BULKHEAD
TH - TOP OF WALL
Duck hn� .e.
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51TE
° LOCATION
CO-f�
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MXSHINERY
AOZE55 AT
DUCK POND RD
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LOGATION MAP:
NOT TO 5GALE
NOTE: MACHINERY AGCE55 FOR PROPOSED BEAGH ACCESS STAIR CONSTRUCTION 15
PROPOSED FROM DUCK POND ROAD (EXISTING BEACH ACCESS ROAD)
PROPOSED BEAGH AGGESS STAIRS :
SITUATE AT:
GUTGHOGUE, NY
TOWN OF SOUTHOLD
SUFFOLK GOUNTY, NEW YORK
5GTM NO.: 1000 -472 -0I -I.8
ZONING DISTRICT: N/A
USE: RESIDENTIAL
FEMA FLOOD ZONE: N/A
51 TT= DATA: EXI5TING: PROP05ED:
AREA OF SITE: 65,43a S.F. N.G.
(1.502 AG. TO BULKHEAD)
B 1 LL OF MATERIAL:
PLANTING ON BLUFF FAGS:
PLANT BLUFF FACE WITH NATIVE VEGETATION, INCLUDING BUT NOT LIMITED TO
BEACH 6RA55 AND SWITCH 6RA55 APPROXIMATE
PLANTING AREA OF WORK = i3,300 SOFT.
NOTE: THE AMOUNT OF RE-VE6ETATION WILL BE LE55ENED BY THE AREA
OCCUPIED BY ESTABLISHED, STABLE EXI5TIN6 VE6ETATION
PROP05ED WORK SUMMARY:
INSTALL PROP05ED 4' WIDE x t134' L6 WD BEACH AC-LE55 STAIR AND ALUMINUM
PLATFORM, RETRACTABLE STAIR TO BEACH AND HOIST. REVE&ETATE D15TURBED
AREAS AT THE CONCLUSION OF CONSTRUCTION.
SGOPE OF V ORK:
I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR TO
ADJACENT PROPERTIES.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK.
3. CONSTRUCT A SET OF STAIRS APPROXIMATELY :M34' LONG WITH (1) 4'Wx±4' L6 ENTRY
STAIR, (1) 53'xb' ENTRY PLATFORM W/ BENCH, 4'x±10' STAIR, (1) 4'xb' LANDING, (1)
4'WxiIV L6 5TAIR, (1) 4'X8' LANDING W/ BENCH, (1) 4'WXt18' L6 5TAIR, (1) 4'x4'
LANDING, (1) 4'xfI5' L6 STAIR, (2) 4'x±8' LANDING W/ BENCH, (1) 4'WXt18' L6 STAIR, (1)
4'Xb' LANDING, (I) 4'WX±14' L6 STAIR, (1) 4'x6' LANDING, (1) 4'WX+.5' L6 STAIR, (1) 5'x6'
BEACH ACCESS LANDING W/ BENCH, (1) 25'WX±25' L6 5TAIR TO HOIST, (1) Y-0'0-6'
ALUMINIUM PLATFORM ASSEMBLY AND HANDRAIL, (1) RETRACTABLE ALUMINUM STAIR
(2'-8"XC' L6) TO BEACH AND (1) HOIST.
a. MATERIALS TO BE USED (5TAIR):
1.2x12 5TRIN6ER5
2.2x4 GLEAT5
3. 4x6 P05T5
4.2x4 MID RAIL
5. %4'x6 HANDRAIL
b. 2x10 TREADS
b. MATERIALS TO BE USED (PLATFORM5 / LANDIN65):
1.2x(o FLOOR J015T5
2.2X8 PLATFORM SURFACE
3.2X6 BENCH SEAT
c. AWM15TAIR:
I. ALUMINUM PLATFORM ASSEMBLY (3'-0'X3'-6') AND HANDRAIL
2. RETRACTABLE ALUMINUM STAIR (2'-b'X±1' L6) TO BEACH
3. H015T (SEE NOTE TO CONTRACTOR
4. 2'x2'4'4' 6ALV. 5TL ANGLE (5UPPLEMENTAL H015T SUPPORT)
d. ALL HARDWARE TO BE GALVANIZED.
e. ALL LUMBER TO BE TREATED (e.g. GGA, AGQ U.O.N)
4. D15TUR13ED AREAS ADJACENT TO STAIRWAY TO BE RESTORED TO PRE41ORK
CONDITION5 U51N6 NATIVE VEGETATION. PLANTIN65 A5 NOTED HERE IN.
!I
~ JAN 1 5 2015
y
I�of NEW10RKCln
b LONG ISIAIID
800-272-4480 1 811
www.dignetnycli.com
or
www.cal]811.com
(for other states)
By law, excavators and contractors working in the
five boroughs of New York City and Nassau and
Suffolk Counties on Long Island must contact
DigNet, 1-800-272-4480 or 811, at least 48 hours
but no more than 10 working days (excluding
weekends and legal holidays) prior to beginning
any mechanized digging or excavation work to
ensure underground lines are marked.
Excavators and contractors can also submit
locate requests online, through ITIC. If you do not
currently use ITIC, please call 1-800-524-7603
for more information.
For safety reasons, homeowners are strongly
encouraged to call as well when planning any
type of digging on their property. Homeowners
can contact us directly at 1-800-272-4480 or by
calling 811, the national call before you dig
number. For excavation work completed on
personal property, it is the contractor's
responsibility -NOT the homeowner's -to contact
DigNet. Having utility lines marked prior to
digging is free of charge.
.;
� m
W cry
<
[---+ X Z
CD
o=(s)
ks) O
W
ENGINEER:
,,-0F NI
Cr
w
\\� 073493
r-Ess�o`'P
JEFFREY T. BUTLER, P.E.
EDO
Z Q
W
v O CQ
ZOO o
W I I- m LU
}
1= vZ O
W CL Q CZ CZ OL
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(L IY
J --I #
1 3:
� _j O
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ZCD1-
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PAGE:
1
of 5
NOTES:
I. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1488 DATUM
FEL. - FIRST FLOOR
OFL. - &ARAC-E FLOOR
TB - TOP OF BULKHEAD
BB - BOTTOM OF BULKHEAD
TH - TOP OF WALL
- 914 - BOTTOM OF HALL
d
0
B 1 LL OF MATERIAL:
PLANTING ON BLUFF FAGS:
PLANT BLUFF FACE WITH NATIVE VEGETATION, INCLUDING BUT NOT LIMITED TO
BEACH 6RA55 AND SWITCH 6RA55 APPROXIMATE
PLANTING AREA OF WORK = i3,300 SOFT.
NOTE: THE AMOUNT OF RE-VE6ETATION WILL BE LE55ENED BY THE AREA
OCCUPIED BY ESTABLISHED, STABLE EXI5TIN6 VE6ETATION
PROP05ED WORK SUMMARY:
INSTALL PROP05ED 4' WIDE x t134' L6 WD BEACH AC-LE55 STAIR AND ALUMINUM
PLATFORM, RETRACTABLE STAIR TO BEACH AND HOIST. REVE&ETATE D15TURBED
AREAS AT THE CONCLUSION OF CONSTRUCTION.
SGOPE OF V ORK:
I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR TO
ADJACENT PROPERTIES.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK.
3. CONSTRUCT A SET OF STAIRS APPROXIMATELY :M34' LONG WITH (1) 4'Wx±4' L6 ENTRY
STAIR, (1) 53'xb' ENTRY PLATFORM W/ BENCH, 4'x±10' STAIR, (1) 4'xb' LANDING, (1)
4'WxiIV L6 5TAIR, (1) 4'X8' LANDING W/ BENCH, (1) 4'WXt18' L6 5TAIR, (1) 4'x4'
LANDING, (1) 4'xfI5' L6 STAIR, (2) 4'x±8' LANDING W/ BENCH, (1) 4'WXt18' L6 STAIR, (1)
4'Xb' LANDING, (I) 4'WX±14' L6 STAIR, (1) 4'x6' LANDING, (1) 4'WX+.5' L6 STAIR, (1) 5'x6'
BEACH ACCESS LANDING W/ BENCH, (1) 25'WX±25' L6 5TAIR TO HOIST, (1) Y-0'0-6'
ALUMINIUM PLATFORM ASSEMBLY AND HANDRAIL, (1) RETRACTABLE ALUMINUM STAIR
(2'-8"XC' L6) TO BEACH AND (1) HOIST.
a. MATERIALS TO BE USED (5TAIR):
1.2x12 5TRIN6ER5
2.2x4 GLEAT5
3. 4x6 P05T5
4.2x4 MID RAIL
5. %4'x6 HANDRAIL
b. 2x10 TREADS
b. MATERIALS TO BE USED (PLATFORM5 / LANDIN65):
1.2x(o FLOOR J015T5
2.2X8 PLATFORM SURFACE
3.2X6 BENCH SEAT
c. AWM15TAIR:
I. ALUMINUM PLATFORM ASSEMBLY (3'-0'X3'-6') AND HANDRAIL
2. RETRACTABLE ALUMINUM STAIR (2'-b'X±1' L6) TO BEACH
3. H015T (SEE NOTE TO CONTRACTOR
4. 2'x2'4'4' 6ALV. 5TL ANGLE (5UPPLEMENTAL H015T SUPPORT)
d. ALL HARDWARE TO BE GALVANIZED.
e. ALL LUMBER TO BE TREATED (e.g. GGA, AGQ U.O.N)
4. D15TUR13ED AREAS ADJACENT TO STAIRWAY TO BE RESTORED TO PRE41ORK
CONDITION5 U51N6 NATIVE VEGETATION. PLANTIN65 A5 NOTED HERE IN.
!I
~ JAN 1 5 2015
y
I�of NEW10RKCln
b LONG ISIAIID
800-272-4480 1 811
www.dignetnycli.com
or
www.cal]811.com
(for other states)
By law, excavators and contractors working in the
five boroughs of New York City and Nassau and
Suffolk Counties on Long Island must contact
DigNet, 1-800-272-4480 or 811, at least 48 hours
but no more than 10 working days (excluding
weekends and legal holidays) prior to beginning
any mechanized digging or excavation work to
ensure underground lines are marked.
Excavators and contractors can also submit
locate requests online, through ITIC. If you do not
currently use ITIC, please call 1-800-524-7603
for more information.
For safety reasons, homeowners are strongly
encouraged to call as well when planning any
type of digging on their property. Homeowners
can contact us directly at 1-800-272-4480 or by
calling 811, the national call before you dig
number. For excavation work completed on
personal property, it is the contractor's
responsibility -NOT the homeowner's -to contact
DigNet. Having utility lines marked prior to
digging is free of charge.
.;
� m
W cry
<
[---+ X Z
CD
o=(s)
ks) O
W
ENGINEER:
,,-0F NI
Cr
w
\\� 073493
r-Ess�o`'P
JEFFREY T. BUTLER, P.E.
EDO
Z Q
W
v O CQ
ZOO o
W I I- m LU
}
1= vZ O
W CL Q CZ CZ OL
13< C) <
(L IY
J --I #
1 3:
� _j O
r �l Ul J O N
�V o -
U_ O
�- O Z
ZCD1-
O
O �
PAGE:
1
of 5
www.dignetnycli.com
07o
of NEW YORK CITY or
h LONG ISLAND www.cal]811.com
(for other states)
00-272-4480 1 811
By law, excavators and contractors working in the
five boroughs of New York City and Nassau and
Suffolk Counties on Long Island must contact
DigNet, 1-800-272-4480 or 811, at least 48 hours
but no more than 10 working days (excluding
weekends and legal holidays) priorto beginning
any mechanized digging orexcavation workto
ensure underground lines are marked.
Excavators and contractors can also submit
locate requests online, through ITIC. If you do not
currently use ITIC, please call 1-800-524-7603
for more information.
For safety reasons, homeowners are strongly
encouraged to call as well when planning any
type of digging on their property. Homeowners
can contact us directly at 1-800-272-4480 or by
calling 811, the national call before you dig
number. For excavation work completed on
personal property, it is the contractor's
responsibility --NOT the homeowner's -to contact
DigNet. Having utility lines marked prior to
digging is free of charge.
ALUMI5TAIR H015T 5UPPLEMB4TAL 5UPPORT:
USE 2044" 6ALV 5TL ANGLE, ANCHOR TO 4xbxflOL6 BURIED
P05T (6DOVER MIN) AND CONNECTED TO HOIST VERT. SUPPORT.
USE Y*60 6ALV LA6 AND THRU BOLTS (2 BOLTS PER 51Z
25' WIDE x t25' L6 STAIR W/ RAILING TO
CODE TO 6RADE FOR H015T ACCESS
4'x6HD BEACH ACGE55 LANDIN6 W/ BENCH:
STAIR AND HANDRAIL TO CODE ryQ
CANTILEVER OVER EXI5TIN6 BII J* FJAD
USE: (4) b'xb' CGA POSTS W/ (2) 2'x10' CGA GIRDERS,u�
250' GGA J015T5 • 16' O.G.
FINISH VE( KIN6 PER'GOHLriTRUGTION DETAIL' TO BE
PLACE LANDWARD OF EX15T1N6 BIIH 41EAD A5 51IOWN
PROP05M BEACH ACCESS
PLATFORMS / LANDIN65,
STAR5 AND HANDRAIL5 SHALL BE 4' WIDE STAIR W/
TO GODS, SEE NOTES (THIS DWG) RALIN6 TO CODE (TYP,
2x4 GGA SUPPORT STRUCTURE AND
2xb GGA BENGH SEDT --\
2x10 GGA TREADS,
2xb GGA DEGKIN6,
2xb GGA HANDRAIL AND
2x4 GGA MIDRAIL -�
II
V
USE:
6ALV. HURRICANE
CLIPS TYP. AT ALL
CONNECTIONS
�� II
POSTS TO EXTEND V -O"
BELOW UNDISTURBED 501L
(MINIMUM)
H_
GONSITRUGTI Oil DETA I L
NOT TO SCALE
114'
NOTE:
ALL PLANTED VEGETATION WILL REQUIRE
MONITORING OVER 3 GROWING SEASONS.
EL, 0.0'
EL. 640
I I I, 2x6 GCA J015T5, EL. 64.0
2x6 GCA DECKING ,
,, UNDISTURB®
TYP @ PLATFORMS, UAN.
EL. 62.0' S01Li i 1_ (SEE 6ENERAL NOTES, HoA AND 10) EL. 62.0'
II I1 `•.. _ II
EL. 60.0' I--rT- .I I : " ,,i 4W' LANDING EL. 60.0'
II ;•
LL. 56.0' } �' EL. 58.0'
EASTIN6 VE5ETATION SHALL REMAIN IN PLACE,
LL. 56.0' J i i I .:::.. \, �, DELIBERATE CARE SHALL BE TAKEN NOT TO EL. 560
DISTURB ROOT BASE OF EXI5TIN6 PLANT1N65
U
EL. 54.0'
111 � k
EL. 52.0' I I H M
U I1"'
EL. 50.0'
UND15TURHD II
EL. 4t.0' II 501E
U`�j i" �`" 'T�• n
EL. 4,60
\ I
EL. 44.0'
EL. 42.0' I I I •.
11
LL. 40.0'
I
IT
II
EL. 4b.0'
45th' LANDIN6 W/ BENCH EL. 46.0'
SBC 'CONSTRUCTION DETAIL' FOR ADDITIONAL EL, 44.0'
INFORMATION AND DIH3610NAL REWREMENTS.
(THIS DWG) EL. 42.0'
EL. 40.0'
EXI5TI% EULKHEAD TO REMAIN
LIFTING MECHANISM FOR RETRACTABLE STAIR (BEYOND),
INSTALL PER MM4,F REGIW5, 5EE NOTE TO CONTRACTOR'
RE6ARPlI 5 SPECIAL ORDER AND DETAILS ON DWG No3
RETRACTABLE ALUMINUM STAIR, 2' b'Wxt7L6
LOCATED STAIR BETWEEN EASTIN6 BULKHEAD PILES
A LIMISTAIR 3' -0'x3' -b' PLATFORM ASSEMBLY AND HANDRAIL
SUPPORT ANGLE TO BE ANCHORED TO BEACH ACCESS LANDIN6,
SUPPORT TUBE/PLATE TO BE ANCHORED TO EXI5TIN6 BULKHEAD
EXISTING BULKHEAD PILES TO REMAIN
EL. 36.0' II II "�\ I I EL 360'
EL. 36,0'
EL. 340
EL. 32.0'
SEGT IO 'A'
BEAGH STAIR PROFILE
5GALE: I/8" = 1'-0"
4'x8' LANDING (M)
4'x8' LANDIN6
EXISTING VE6E1A170N :? W REMAIN IN
55M.0' ENTRY
d-
h4( RESTING M4GH (TYP)
4x4' LNVIN6
4' PUDE ENTRY STAIR PLATFORMW BENCH
wjp
m
b
0 0
V
W/ RAILING TO CODE
0
1 IL
Q
EL, b4.O'
O4p
FIN,FL.EL. = bl.b0'
Q
�
NOT TO 015W
U0I5TURBED _ I
SOIL I I
I F i i , r l �h,n 11
EL. b2.0'
UNP40�-
-
a
ul
4' WIDE I
33' 6A' 110'
tib'
4.0' 11b'
4.0' tlb' 40 tlb' 4.0'
EL. 34.0'
EL. 60.0'
BEAGH
STAIR PLAN,
16.1'L.
ENTRY STAIR I I
SCALE: 1/8" = P-0"
Q
v
x.
• .' ` •
o I
"-
I
I
EL. 32.0'
EXI5TIN6
I
r_-_ I 55'xb.0 ENTRY
o, PLATFORM W/ BENCH
\
r
sl
EL. 76.0'
POOL
2x4 GGA SUPPORT STRUCTURE AND
2xb GGA BENGH SEDT --\
2x10 GGA TREADS,
2xb GGA DEGKIN6,
2xb GGA HANDRAIL AND
2x4 GGA MIDRAIL -�
II
V
USE:
6ALV. HURRICANE
CLIPS TYP. AT ALL
CONNECTIONS
�� II
POSTS TO EXTEND V -O"
BELOW UNDISTURBED 501L
(MINIMUM)
H_
GONSITRUGTI Oil DETA I L
NOT TO SCALE
114'
NOTE:
ALL PLANTED VEGETATION WILL REQUIRE
MONITORING OVER 3 GROWING SEASONS.
EL, 0.0'
EL. 640
I I I, 2x6 GCA J015T5, EL. 64.0
2x6 GCA DECKING ,
,, UNDISTURB®
TYP @ PLATFORMS, UAN.
EL. 62.0' S01Li i 1_ (SEE 6ENERAL NOTES, HoA AND 10) EL. 62.0'
II I1 `•.. _ II
EL. 60.0' I--rT- .I I : " ,,i 4W' LANDING EL. 60.0'
II ;•
LL. 56.0' } �' EL. 58.0'
EASTIN6 VE5ETATION SHALL REMAIN IN PLACE,
LL. 56.0' J i i I .:::.. \, �, DELIBERATE CARE SHALL BE TAKEN NOT TO EL. 560
DISTURB ROOT BASE OF EXI5TIN6 PLANT1N65
U
EL. 54.0'
111 � k
EL. 52.0' I I H M
U I1"'
EL. 50.0'
UND15TURHD II
EL. 4t.0' II 501E
U`�j i" �`" 'T�• n
EL. 4,60
\ I
EL. 44.0'
EL. 42.0' I I I •.
11
LL. 40.0'
I
IT
II
EL. 4b.0'
45th' LANDIN6 W/ BENCH EL. 46.0'
SBC 'CONSTRUCTION DETAIL' FOR ADDITIONAL EL, 44.0'
INFORMATION AND DIH3610NAL REWREMENTS.
(THIS DWG) EL. 42.0'
EL. 40.0'
EXI5TI% EULKHEAD TO REMAIN
LIFTING MECHANISM FOR RETRACTABLE STAIR (BEYOND),
INSTALL PER MM4,F REGIW5, 5EE NOTE TO CONTRACTOR'
RE6ARPlI 5 SPECIAL ORDER AND DETAILS ON DWG No3
RETRACTABLE ALUMINUM STAIR, 2' b'Wxt7L6
LOCATED STAIR BETWEEN EASTIN6 BULKHEAD PILES
A LIMISTAIR 3' -0'x3' -b' PLATFORM ASSEMBLY AND HANDRAIL
SUPPORT ANGLE TO BE ANCHORED TO BEACH ACCESS LANDIN6,
SUPPORT TUBE/PLATE TO BE ANCHORED TO EXI5TIN6 BULKHEAD
EXISTING BULKHEAD PILES TO REMAIN
EL. 36.0' II II "�\ I I EL 360'
EL. 36,0'
EL. 340
EL. 32.0'
SEGT IO 'A'
BEAGH STAIR PROFILE
5GALE: I/8" = 1'-0"
I
Z QED
EXISTING VE6E1A170N :? W REMAIN IN
4WLANDIN6
4
d-
EL. bb.0'
z0� o
Q
wjp
m
. ; , •
V
0
CL
EL, b4.O'
O4p
FIN,FL.EL. = bl.b0'
+�
NOT TO 015W
U0I5TURBED _ I
SOIL I I
I F i i , r l �h,n 11
EL. b2.0'
-
a
ul
4' WIDE I
_
�'� '.� •UNDISTURBED 1 j ::._'..... 1� a
Z
EL. 34.0'
EL. 60.0'
16.1'L.
ENTRY STAIR I I
I I I I SOIL 11 .,' .'
I I .. I I
Q
v
x.
• .' ` •
.. -
4'xb' LANDING
I
2x12 5TRI N6ER5, 4x6 POSTS,
EL. 32.0'
EXI5TIN6
II
EL. 16.0'
\
r
2x4 GLEA 2x6 HANDRAIL
EL. 76.0'
POOL
EL. 14.0'
I I
I
I
I
AND 2x4 MID RAIL (TYP)
EL. 14.0'
EL. 30.0'
Li
I I •. -.I 1 :' •
45th' LADING W/ BENCH
I"
EL. 12.0'
LL. 12.0'
EL. 10.0'
II rl `,:; .:.
EL. 10.0'
EL, 66.0'
II Ir. :':
Ifly
i u {
'',n
-
1,
EL. 26.0'
EL. 66.0'
2x4 GGA SUPPORT STRUCTURE AND
2xb GGA BENGH SEDT --\
2x10 GGA TREADS,
2xb GGA DEGKIN6,
2xb GGA HANDRAIL AND
2x4 GGA MIDRAIL -�
II
V
USE:
6ALV. HURRICANE
CLIPS TYP. AT ALL
CONNECTIONS
�� II
POSTS TO EXTEND V -O"
BELOW UNDISTURBED 501L
(MINIMUM)
H_
GONSITRUGTI Oil DETA I L
NOT TO SCALE
114'
NOTE:
ALL PLANTED VEGETATION WILL REQUIRE
MONITORING OVER 3 GROWING SEASONS.
EL, 0.0'
EL. 640
I I I, 2x6 GCA J015T5, EL. 64.0
2x6 GCA DECKING ,
,, UNDISTURB®
TYP @ PLATFORMS, UAN.
EL. 62.0' S01Li i 1_ (SEE 6ENERAL NOTES, HoA AND 10) EL. 62.0'
II I1 `•.. _ II
EL. 60.0' I--rT- .I I : " ,,i 4W' LANDING EL. 60.0'
II ;•
LL. 56.0' } �' EL. 58.0'
EASTIN6 VE5ETATION SHALL REMAIN IN PLACE,
LL. 56.0' J i i I .:::.. \, �, DELIBERATE CARE SHALL BE TAKEN NOT TO EL. 560
DISTURB ROOT BASE OF EXI5TIN6 PLANT1N65
U
EL. 54.0'
111 � k
EL. 52.0' I I H M
U I1"'
EL. 50.0'
UND15TURHD II
EL. 4t.0' II 501E
U`�j i" �`" 'T�• n
EL. 4,60
\ I
EL. 44.0'
EL. 42.0' I I I •.
11
LL. 40.0'
I
IT
II
EL. 4b.0'
45th' LANDIN6 W/ BENCH EL. 46.0'
SBC 'CONSTRUCTION DETAIL' FOR ADDITIONAL EL, 44.0'
INFORMATION AND DIH3610NAL REWREMENTS.
(THIS DWG) EL. 42.0'
EL. 40.0'
EXI5TI% EULKHEAD TO REMAIN
LIFTING MECHANISM FOR RETRACTABLE STAIR (BEYOND),
INSTALL PER MM4,F REGIW5, 5EE NOTE TO CONTRACTOR'
RE6ARPlI 5 SPECIAL ORDER AND DETAILS ON DWG No3
RETRACTABLE ALUMINUM STAIR, 2' b'Wxt7L6
LOCATED STAIR BETWEEN EASTIN6 BULKHEAD PILES
A LIMISTAIR 3' -0'x3' -b' PLATFORM ASSEMBLY AND HANDRAIL
SUPPORT ANGLE TO BE ANCHORED TO BEACH ACCESS LANDIN6,
SUPPORT TUBE/PLATE TO BE ANCHORED TO EXI5TIN6 BULKHEAD
EXISTING BULKHEAD PILES TO REMAIN
EL. 36.0' II II "�\ I I EL 360'
EL. 36,0'
EL. 340
EL. 32.0'
SEGT IO 'A'
BEAGH STAIR PROFILE
5GALE: I/8" = 1'-0"
NYSDEG APPLICATION No.
Wn
I
°F N[� y
0P
n y�(i°�S� J• m
Li
OAS 0� 493 ��
EsSIO��
JEFFREY T. BUTLER, P.E.
O
Z QED
EXISTING VE6E1A170N :? W REMAIN IN
W
d-
z0� o
Q
wjp
m
PLACE, DELIBERATE CARE SHALL BE TAKEN
V
0
CL
(_
O4p
D
<
NOT TO 015W
ROOT BASE OF EXI5TIN6
U_
EL. 36.0'
• • .. ; ,.. ' ,.. I I
r 1,
PLANTiN65
o
Z
EL. 34.0'
O
g
Q
v
4'xb' LANDING
I
EL. 32.0'
II
r
II.
r'',
EL. 30.0'
I"
EL. 26.0'
45c6' WD LANDING
EL. 2(5.0'
EL. 26.0'
i u {
'',n
-
4' WIDE WOOD STAIR (BEYOND)
EL. 26.0'
UND15TURBED---;1I-
ALUMI5TAIRH015T AL SUPPORT:
EL. 24.0'
SOIL }I I \
I
USE 2x3A' 6ALV STL AN6LE, ANCHOR TO 4x6xtlOLG BURIED P05T
EL. 24.0'
11
(6' COVER) AND CONNECTED TO HOIST VERT 9PPORT. CONNECT
EL. 22.0'
ala..
_
I
WITH J(,'0 6ALV LA6ND MABOLTS (2 BOLTS PER 51MJ
EL. 22.0'
PROPOSED BEACH I GRASS TO BE PLANTED A61 :
"
EL. 20.0'
I i
,i
LIFTING MECHANISM FOR RETRACTABLE STAIR (BEYOND),
EL. 200
IN5TIMTED IN PLANTIN6 SCHEDULE, T14I5 DW6 I
INSTAL. PER MANUF REOW5, 5EE NOTE TO CONTRACTOR'
EL. 15.0'
��
11 . .. \Ild
RE6ARDIN6 5PECIA- ORDER AND DETAILS ON DW No3
EL. 1&0'
RE -VEGETATE 015TURBED AREAS AT
EL, 16.0'
CONCLUSION OF STAR GONSTRUGTION
J
1 I . ' : • " a,d
RETRACTABLE A_IIMINUM STAR (BEYOND) AND
EL. Ib.O'
I
A55OCIATED PLTFM, INSTALL PER MANIFAGTURES
EL. 140
PROP05ED SHRl1B5 TO BE PLANTED IN ADDITION TO
I I I I ' " .. 'll `
REQMTS (SEE IDW6 NO3 FOR DTL5)
EL.14.0'
BEACH 6RAS5 A5 NEEDED WHERE CONDITIONS ALLOW
i ^
EL. 12.0
PLANT 3'-0' ON GBNTER, SEE PLANTING SGHIEDULE AND
,
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- -`T_A. PROPOSED LANDING = EL 132'
EL. 12.0'
EL. 10.0'
DETAL, THIS DWG.
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II
EL.10.0'
EL, b.0'
UNDI5TUR5ED
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A JM15TAR PLATFORM 5l1PPORT AN6LE TO
EL. b.0'
501L :
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BE ANCHORED TO BEAC.HN ACCESS PLATFORM
EL. 6.0'
II
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GRADE a BA. Bl1LF0 EAD = Fi 160
EL. 6,0'
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::.ALIJNIISTAIR PLATFORM 5UPPORT TUBE/PLATE
EL. 4,0'
EL. 2.0'
TO BE ANCHORED TO EASTIN6 BULKHEAD
-
EL. 2.0'
EX15TIM BULKHEAD TO REMAIN,
STAIR TO 6RADE (BEYOND)
EXISTING PILES OMITTED FOR CLARITY
USED TO AGGE55 BEACH 5TAR H015T
45c6' WD BEACH ACCESS LANDINS W/ BENCH (BEYOND),
RALIN6 AND VERTICAL P05T5 OMITTED FOR CLARITY
CANTILEVER OVER BULKHEAD AS 5HOWN
ALLAH FOR A LMI5TAR PLATFORM ANCHORIN6
NYSDEG APPLICATION No.
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JEFFREY T. BUTLER, P.E.
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GOMPAGTION NOTES:
REQUIREMENTS:
I. WORK SHALL ONLY BEGIN AFTER THE CONTRACTOR HAS BEEN SHOWN THE PROPER
REPORTS STATING THAT ALL HAZARDOUS MATERIALS IF ANY HAVE BEEN REMOVED
FROM THE SITE U51NG FEDERAL, STATE, AND LOCALLY APPROVED METHODS AND
PROCEDURES FOR THE MATERIAL IN QUE5TION.
2. ALL STRUCTURES, BOTH ABOVE AND BELOW GRADE ARE SHOWN A5 A GUIDE.
LOCATION OF SUBSURFACE 5TRLIGTURE-5 ARE ESTIMATED TO BE LOCATED AS SHOWN.
THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE ACCURACY OF THE LOCATION
OF THE SUBSURFACE STRUCTURES SHOWN OR THOSE STRUCTURES NOT SHOWN.
3. WORK SHALL BE PERFORMED BY THE CONIRAGTOR(5) AT THEIR OWN RISK AND
LIABILITY. ALL DAMAGE TO THE RIGHT OF WAY5, SIDEWALKS, CURBING BOTH ON 51TE
OR ADJACENT TO THE WORK AREA WILL BE REPAIRED OR REPLACED SOLELY AT
THE GONTRAGTOR'5 EXPENSE.
4. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, NO ENVIRONMENTAL HAZARD(S), THAT
COULD BE AGGRAVATED BY THE WORK EXISTS ON THI5 SITE.
5. THE CONTRACTOR 15 ADVISED TO USE CAUTION WHEN EXCAVATING AMC) OR REMOVING
SUB5URFAGE STRUGTURE5, PIPING, ETC., DUE TO THE LIMITED AVAILABILITY OF
INFORMATION CONCERNING SUBSURFACE UTILITIES.
6. ADEQUATE FENCING 15 TO BE ERECTED AROUND THE AREA OF WORK, BY THE
CONTRACTOR PRIOR TO THE START OF WORK. THE CONTRACTOR IS TO MAINTAIN THE
FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL ALL
WORK 15 COMPLETE.
1. GATES ARE TO BE INSTALLED AT ALL ENTRANCES TO THE AREA OF WORK. THESE
GATES WILL BE CLOSED AT THE END OF THE DAY WHEN OPERATIONS ARE CEASED
AND THE WORKERS HAVE LEFT THE SITE.
b. EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE CONTRAGTOR(5), IN
ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS.
4.6A5, ELECTRIC, PROPANE, SEWER, POWER, WATER AND OTHER SERVICE GONNEGTIO145
SHALL BE DISCONNECTED, REMOVED, OR SEALED IN CONFORMITY WITH THE
APPLICABLE REGULATIONS OF THE PUBLIC UTILITY OR THE MUNICIPAL AGENCY HAVING
JURI5DIGTION.
50 GRADE
GENERAL
I. IN ORDER FOR THE GONGRETE TO BE DURABLE, THE 5UB GRADE MUST BE PROPERLY
PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE
WITH THESE SPECIFICATIONS, U51N6 THE NECESSARY MEANS AND MATERIALS TO
PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE
FORESEEN. THEREFORE, NOTHING IN THE FOLLOWING SHALL RELIEVE THE
CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL
PROBLEMS, AND IN THE END, TO PROVIDE A SOUND SUB GRADE.
2. USING 501L TEST DATA
AT ITS OPTION, THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE
CONTRACTOR. IF PROVIDED, THE DATA WILL INCLUDE CLA%IFIGATION OF THE 501L
IN ACCORDANCE WITH THE UNIFIED 501L CLA551FICATION SYSTEM (ASTM D24bl). THE
SIGNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER
A. SOILS DESIGNATED AS HIGHLY EXPANSIVE (GH, MH, AND OH) MAY REQUIRE
LIME STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE 501L5.
SUCH SPECIAL TREATMENTS WILL BE DETAILED IN THE SITE-SPEGIFIG BID
DOCUMENTS IF THE C05T 15 TO BE INCLUDED IN THE CONTRACTORS BASE
BID.
B. SOILS DESIGNATED AS HIGHLY ORGANIC (OH, OL, AND PT) MAY REQUIRE
SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE
EXTENT OF THIS TREATMENT WILL BE DETAILED IN THE 51TE-5PEGIFIC
DOCUMENTS IF THE G95T 15 TO BE INCLUDED IN THE CONTRACTORS BASE
BID.
G. THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER
OF ANY CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRE55ED
IN THE 5ITE-5PECIFIG BID DOCUMENTS. THE EXTRA COST OF UNANTICIPATED
REMOVAL/ REPLACEMENT WILL BE BASED ON THE UNIT COSTS PROVIDED
WITH THE BASE BID. THE G05T OF UNANTICIPATED LIME 5TA13ILIZATION OR
OTHER SPECIAL TREATMENT WILL BE NEGOTIATED.
SUB GRADE PREPARATION
I. THE CONTRACTOR SHALL REMOVE ALL SURPLUS FILL, DEMOLITION RUBBLE, AND OTHER
UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM THE
51TE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND CODE -5. THE
CONTRACTOR SHALL SHAPE THE 5U5 GRADE IN ACCORDANCE WITH THE GRADING
PLAN, TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE
OF THIS ROUGH GRADING SHALL BE WITHIN 1/2' HIGH TO I" LOW. DURING TH15
OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT AREAS. SUCH SOFT AREAS
SHALL BE REPORTED TO THE EN61NEER FOR DETERMINING THE METHOD OF TREATMENT
REQUIRED, IF ANY.
2. MAINTAINING DRY SITE CONDITIONS:
DURING PREPARATION OF THE 5UB GRADE AND UNTIL THE CONCRETE 15 IN PLACE, THE
CONTRACTOR SHALL PROMPTLY TAKE REA50NABI F MEASURES TO OBTAIN AND TO
MAINTAIN A DRY 51TE CONDITION. SUCH MEASURES SHALL INCLUDE PUMPING OF FREE
SURFACE WATER, MINOR HAND AND/OR MACHINE SHAPING TO FACILITATE WATER
REMOVAL, AND OTHER OPERATIONS TO SPEED DRYING.
3. NATIVE 501L COMPACTION:
COHESIVE AND COHE51ONLE55 NATIVE 501L SHALL BE COMPACTED TO 45% AND 100%
OF THE OPTIMUM DENSITY, RESPECTIVELY, PRIOR TO PLACEMENT OF FILL.
4. FILL SELECTION AND COMPACTION:
THE M05T C05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED:
-SAND-GRAVEL MIX (15 TO 3% FINES ( 0.02 MM AND CBR > 11),
-GRAVELY SOIL (3 TO b% FINES ( 0.02 MM AND GBR > b),
-SANDY SOILS (3 TO 6% FINES < 0.02 MM AND GBR > S),
-51LTY GRAVELY SOILS (6 TO 10% FINES ( 0.02 MM AND GBR > b),
-51LTY SANDY SOILS (6 TO 15% FINES ( 0.02 MM AND GBR > b),
-CLAYEY GRAVEL SOILS (OVER 20% FINES ( 0.02 MM AND GBR > 5),
-CLAYEY SANDY 501L (OVER 20% FINES ( 0.02 MM AND GBR > 5),
THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 INCH
MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO 45% OF THE OPTIMUM
DENSITY. COMPACTION SHALL BE A( .GOMPLI5HED AT NO LE55 THAN OPTIMUM
M015TURE CONTENT UP TO 2% WETTER. OPTIMUM DENSITY AND OPTIMUM
MOISTURE CONTENT SHALL BE AS DETERMINED BY ASTM 0I551. NO RUBBLE,
TRASH gOln_DFRS. OR OTHER DFBRI5 WILL BE ALLOWED AS FILL MATERIAL IN
ANY USAGE
ALUMINUM MARINE 5TAIRWAY
5TANDARD SPEGIFIGATION:
45' APPROACH ANGLE
7" TREAD DEPTH, b5" R15ER HEIG
32" STAIR WIDTH
29.25" TREAD WIDTH
HANDRAIL5 ARE I"m ALUMINUM IP -c
STAIR MODEL No. A5-10 (CONTRA
36"x42" WALL PLATFORM A55EME
LIFTING MEGHANI5M FOR ALUMI5T
SUPPORT ANGLE SUPPORTS PLATFOR
3 ANCHORS REQUIRED TO WALL
NEED 3 to
ANCHORS H
BOTH SIDI
oulsluE
102:
I Tt,'IC,,/-\L f'\LUMI� I /'tIK, t -Lt\ 1 rvKrI t'�ND
L I FTI NC MEGHAN I SM ANGHORI NC
5GALE: NONE
FRONT AND SIDE V I EN - RETRAGTABLE STEPS
5GALE: NONE
FOR ALUMI5TAIR, PLATFORM AND LIFTING MECHANISM 5EE:
METALLIG LADDER MANUFACTURING CORPORATION
NATE ATKIN5, SENIOR SALE -5 REP. AT FACTORY SUPPLY ING.
727-3(o9-6536, natcofmtory%pplynct or
1-855-242-3045 ext. 1008, www.factory5t pplynet
I SOMETRI G
PROPOSED L I FTI N& MEGHAN I SM
FOR RETRAGTABLE STAIR
50ALE: NONE
FRONT AND SIDE VIEW - L I FTI NC MEGHAN 1 SM
5GALE: NONE
NOTE TO CONTRACTOR:
HOIST SPECIAL ORDER -
VERTICAL SUPPORT LENGTH FROM CRANK TO
CANTILEVERED PULLEYS TO BE INCREASE BY 2'-7"
CONTRACTOR TO FIELD INSTALL SUPPLEMENTAL SUPPORT
- PER BEACH STAIR PLAN AND PROFILE (SECTION'A')
THESE DRAWINGS AND ACCOMPANYING 5PEGIFIGATION5, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR U5E AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMI5510N f�KOM THE AKGHITtGT. TITLE TO THtSt YLAN5 SHALL KtM^IN W11H 1Ht ^KGHI1tC.l. VISUAL GONIAGI WITH 1HtM SHALL WNSII IUIt rKIM^ rnc.it r-VIUtrvc.0 Ur Ur 1"= r�irui.:iONS.
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