HomeMy WebLinkAbout83-1876 - Proposed Dockv
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GREEN
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GRENIER, PATRICIA
CEDERLE, TR -0.9\ 11\\ I � O�PC\
9420 DUXFORD CT. \
POTOMAC, MD. 20854 \ LOCATION OF LANDWARD �h$ \0�\
L.C. PL. 28447 - LOT 22
41- ��.��l \ -3.o BOUNDARY OF SALT MARSH
MAP 101 PC 165 2.s �\GP
-1.1 ��� AS OF 10/20/095.2
�P
\ i (DATUM M.S.L.)
\1 \\
\>< PROPOSED
EXISTING BRICK/CONCRETE 5.4 \ \ 1 \\\\ 3.0 -3.a 6' X 12' FLOAT
SEAWALL IS THE
's5a
TOP OF COASTAL BANK _ . \ M� \ \\2 I . -2.85.�
38 .
EXISTING STAIRS /
TO BEACH I sz
PROPOSED STAIRS 0,I 4rZx -2.5 �\ / LOCATION OF SEAWARD BOUNDARY
MQ 0.7 M.S.L. 4 -2.0
TO PIER ` o 88\ 3 a.a, ^ \ �J / SALT MARSH AS OF 10/20/09
\PA6 � \�\\ i 6z \\ / (DATUM M.S.L.)
\76 J(x�°� \
\ \
J/ ��\ 165 ��\ �0��6\\ 6 s.o\4\ 0.5'��/9 ° \\\\\-2.5
\ \
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co
\ EX/STING \ c 6. 3, 6.1 6.3 J\ 0.5 , / /\
,8.a \ DWELLING �� J\ 5 3.5 I l J
LOT 21 \ `� \ \ • 5.6
R 16.8 \ \ T OcoOASTAL
IRY 1..1
14, 648.9 C BEACH
.3 \ q sJ
V 133
• 17.7 \ "Zoop 1..... qN,t-
c ,
17.7 16.1
17.8 KELLIHER, PETER T.
19' \ 120 PARK AVE.
\� '%> \ 19.2 \ 18. MEDFORD, MA 02155
\ L.C. PL. 28247 - LOT 20
04. �� MAP 101 PC 167
2
\ 20.
3ROWS OF2X4
SIDERAILS
2 X 6 OR 5/4" X 6" DECKING
WITH 3/4" SPACING
4 X 4 POST MID -SPAN
3X 10 JOIST
3 X 8 BEAM EACH
SIDE OF PILE
3 X 6 CROSS BRACE
20d GALV. NAILS
2 X 6 TOP RAIL
4 -� FIBERGLASS PILECAP
z_
7 DECK EL. = 8.0
f�--5/8" DIA. GALV. BOLT, NUT &
WASHERS
MHW 1.6
MLW -1.6
ISTING GRADE
PILE EMBEDMENT
TO REFUSAL
15' MINIMUM
TYPICAL PIER BENT (10' 0. C.
CROSS SECTION
NOT TO SCALE
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1 X 3 CLE,
NO GAP IN
BENEATH WF
PROPOSED DOCK
OPIER O
\TS 16" O.0
)ECL
(EELS
on
3'X12'RAMP
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O
.3UTH YARMOUTH, MA
ROUtE 6
GAPE COO RAllROAD
m�
0� SPGA oR. -p
o RUNESTONE RC
Qo CUS S
CR
fAt �S�RN ROgDER1CKSOpPE ROAD
}AO0NNG
PROPOSED DOCK
FOR
THOMAS E. & DOROTHY A.170ODS
LOC.
212 BLUE ROCK RD.
SOUTH YARMOUTH, MA
Sf"'EMM? ENGINEERING -
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
DATE __
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SCALE = 20
1-4 X 8 FLOATS
PLAN VIEW FLOA T
TYPICAL
NOT TO SCALE
( IN FEET )
1 inch = 20 Ir"
a'
J d
y f\
GRN
0
\ \ LOCATION OF LANDWARD
_ \ BOUNDARY OF SALT MARSH
--\\ AS OF 10/20/09
4- (DATUM M.S.L.)
12,364
\ a� 0 PROPOSED
EXISTING BRICK/CONCRETE sem_ 25 �29 6' X 12' FLOAT
SEAWALL IS THE \
TOP OF COASTAL BANK i L.W.- 22\26 8
EXISTING STAIRS sib '\ QG 19
TO BEACH // SHEZLfIsy 18 x
�, /j COUNT 13 x 2�x� 27
PROPOSED STAIRS. o_ j; LOCA nON x 17X, 24
'o TO PIER ; o % \ �O�G 12 1//16 21x
o j ):r i 15 6,
o g v C' x
P. y��16 �� //; ,4x 9
\O ` SM4ii� x LOCATION OF SEAWARD
BOUNDARY OF SALT MARSH
2 AS OF 10/20/09
SM / (DATUM M.S.L.)
\ ` EYIS771VG
LOT 21 \ \DWELLING \
14, 648.9 .f S. F. \ X COASTAL. /
\ BEACH
cl
°' IBJ �O
RAMP PROFILE DETAIL
TYPICAL
NOT TO SCALE
PROPOSED DOCK SHELLFISH COUNT
GRAPHIC SCALE
20 0 10 20
(IN FEET)
I inch - 20 ft.
02010 SWEETSER ENGINEERING
.3UTH YARMOUTH, MA
ROUtE 6
GAPE COO RAllROAD
m�
0� SPGA oR. -p
o RUNESTONE RC
Qo CUS S
CR
fAt �S�RN ROgDER1CKSOpPE ROAD
}AO0NNG
PROPOSED DOCK
FOR
THOMAS E. & DOROTHY A.170ODS
LOC.
212 BLUE ROCK RD.
SOUTH YARMOUTH, MA
Sf"'EMM? ENGINEERING -
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
DATE __
r
SCALE = 20
N0. 5083-00-
REV.JOB
SHEET 1 OF 1
C LOCATION MAP
REV'
02010 SWEETSER ENGINEERING