83-2047 - Dock Plan002Flat
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YB E wood'.
r � -Beatty
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'�' Lt el i •.
z Pan
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l
t'
CY P .. _4, 1 ,
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LOCATION MAP 1 " = 2000'
ASSESSORS PARCEL 014-020 ASSESSORS PARCEL 014-021 /
PROPOSED 18.5' RAMP SECTION
12
NOTES:
1) SEE-SIMMONS RESIDENCE 2 CHANNEL POINT ROAD YARMOUTH,
MA" BY PATRICIA VAN BUSKIRK LANDSCAPE ARCHITECTURE FOR
LANDSCAPE PLAN (REFER TO LANDSCAPE PLAN FOR MATERIAL
SPECIFICATIONS).
2) SEE BUILDING PLANS BY GARY ELLIS FOR BUILDING DETAIL. 71
3) PROPOSED SHED MUST BE SECURELY ANCHORED TO A FOOTING EX'S
OR FOUNDATION PER CON COM BYLAW REQUIREMENTS. DWR
4) SEE PLAN PREPARED BY BSC GROUP, PREPARED FOR
SWEETHEART CREEK PROPERTY ABUTTERS C/O ROBERT GRIFFEN SLAB EL
GRIFFIN INTEGRATED COMMUNICATIONS 260 FIFTH AVE, 6TH FLOOR
NEW YORK, NEW YORK, 10001, DATED FEBRUARY 21, 2013 FOR
TOPOGRAPHIC SURVEY OF SWEETHEART CREEK.
EXISTING WOOD
WALKWAY
- - EX/STING
SgIT y PIER
__ _
—
0 —SFA
EXISTING RAMP
DOCK FLOATS
EXISTING
FLOAT
EXISTINC
EX/ST/NG
J - - - _ _ _ _ 6 - - - - - - - - - - - PILIN ( )
-�} _ - - - FLOAT -
� EXISTING � -- NG RAMP
G TYP
EXISTING -
PIUNG (TYP) - - - `} - = -� ExISTl
EXISTING RAMP - FLOAT _. -
EXLSTING __ EXISTING
EXIST/NG RAMP - - ... - - - - - - - - - - - - - _ _ EXISTING RAMP
P/LING (TYP) - PIER
EX/STING
EXISTING EXISTING
PIER PIER
SECTION A -A PROPOSED RAMP
TOP OF SECTION B -B
COASTAL EXISTING PILE
BANK EXISTING (ABANDON)
EXISTING WOOD WALKWAY PIER
_ PiclNc (TYP -- — -- -- - -- _ -2 _ - __
EXISTING 20 0 20 40 60 /_ / /
PIER r7 F 7 M_7
�� — -� e/
PROPOSED 8" PILE FOR FLOAT ATTACHEMENT (TYP)
PROPOSED 3-12.5' LONG x 5'-4' WIDE DOCK
FLOATS
0
o v
0+00
�Lq
N
I I
PROFILE VIEW
HORIZONTAL SCALE: 1'=10'
VERTICAL SCALE: 1'=10'
Scale 1 " = 20'
EXISTING DECKING WITHOUT
SPACING IN BETWEEN PLANKS PROPOSED 2x6 CAP
PROPOSED J'x6' DECKING 4' J
WITH MIN. SPACING OF PROPOSED RAILING
APPROX. 1" INCH BETWEEN
PLANKS PROPOSED 2x4 RAIL
EXISTING 2x8 PROPOSED BOLTS (TYP)
EXISTING STRUCTURAL
FR4M/NG EXISTING DECKING WITHOUT
EXISTING TIMBER PILE5 SPACING IN BETWEEN PLANKS
(TYP)VARIES PROPOSED J"x6' DECKING
WITH MIN. SPACING OF
\_aISANG GR40E APPROX. 1" INCHES BETWEEN
DOCK SECTION A -A PLANKS
0 10
Scale I" = 10'
20 30
EXISTING
FL OAT
18.5 RAMP SECTION
0 M.H.W.
FLOAT EL=1.80±
4T
AREA
)w
STENT
CONTACT
'D IN ACCORDANCE WITH
ULATIONS AND WETLAND
TION 10.03
OMMERCIAL, OR PRIVATE
PIERS, TOWN LANDINGS AND BEACHES WITHIN 100' OF
LOCUS EXISTING PIER ARE DEPICTED ON PLAN.
3. RAMP AND FLOAT TO BE REMOVED SEASONALLY.
x..S2-e muto-sec/ %0/ac-7.
REVISIONS
JANUARY 11, 2016
IYARMOUTH WATERWAYS COMMENTS
'MARCH 10;2016
ICONSERVA11ON COMMISSION COMMENTS
PROPOSED DOCK PLAN
PROPOSED 2' x 6'
CANTILEVERED BENCH
EXISTING 2xs
SCALE: 1/4 -1 EX/STING TIMBER PILES
._ ' EXISTING STRUCTURAL
FRAM/NG
VARIES - (TYPJ
\—EXISANG GRADE
DOCK SECTION B -B
SCALE: 1/4'=1'
#2 CHANNEL POINT DRIVE
YARMOUTH, MASSACHUSETTS
APPLICANT
JACOB G. SIMMONS DECEMBER 28, 2015
C/O CHANNEL POINT LLC SCALE: 1°=20'
17 CAPE DR UNIT 2 JOB NO. 14-105
MASHPEE, MA 02649
GRADY CONSULTING, L.L.C.
71 Evergreen Street, Suite 1, K/ngston, MA 02364
Phone 1781) 585-2300 Fax 1781) 585 2378
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