HomeMy WebLinkAbout83- 987 - Site Plant
I CERTIFY THAT THIS PLAN HAS BEEN
PREPARED IN CONFORMITY WITH THE RULES
AND REGULATIONS OF THE REGISTERS OF
DEEDS OF THE COMMONWEALTH OF MASS.
PE T ER I.GAVIN
REG, PROFESSIONAL ENGINE
W. YARMOUTH, MASS.
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., GAVIN 1r ./ ..
'�' �•ko. 7051
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1 CERTIFY :THAT THIS PLAN HAS"BEEN
PREPARED IN CONFORMITY WITH714E RUE . +4
AND REGULATIONS OF THE -REGISTERS' OF
DEEDS OF TI� COMMONWEALTH OF MASS.
o e
r
PE TERAGAVI N
REG. PROFESSIONAL ENGINEER
W, YARMOUTH, MASS: rlt
�b PETER
AV,
gg ryyE' , y
Y . 7051
�9 0
L
a.5.�wrr.J.s aMs+..Y!Y�,.�cf,! Ja.. �-. .J., L a. .1. .J .��. .. A. .•:i i.+�++ 3
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JERROL6 13. WINER G
A
O ro F RITA L.WINER z UNIO
a146 BEEKMAN DR. Z4
ny AGAWAM, MA. N �tP pyP�'C 50CLS
m
s o m o 0 2000.
n �
D x iL- 31 UNION ST.
USGS DENNIS QUAD.
N troll, ELEVATIONS ARE IN FEET AND
om
a EHOUSE a AR. z TENTHS ABOVE THE PLANE OF
MEAN LOW WATER. MINUS NUM-
BERS ARE SOUNDINGS BELOW
�-' THAT SAME PLANE.
z .0.8 EXIST. BULK.
r._y�-_�. s.5 WILLIAM F LARSON CLAIRE
EXIST. 3"O f It 200 DUTCH E R ST.
•'RPIER . !.S -\ HCPEDALE ., MA
0.8 EXIST. STONE 6 4.0
FLOAT CONC. BULK. y
10.9 /• �r -17 94 FT. TO ./. 0
PROPOSED — ' ^ — t EDGE OF CHANNEL
FOUR NEW 10"x.l
DIA. CREOS. PILES
AND FLOAT PLAN
,3..t
0 20: 40 60 80 BASS RIVER
- �— EBB FLOW �+
53'
20.5`
200 EC= 9.2
MHW=22.6 - EL. =6.
M LW=0.0
I-'
_tA uiii/ �y` '30'X 5.5' 7.5'4.0'NEW FLOAT !U17
ON Rli /N/t$TYRO EXIST_ GROUND
LOGSPENETRAIO
(6) 1'X 1,X t0' I2't TO fIRMNE55` PROFILE
(TYPICAL) p 5 10 20
pill
PLAN ACCOMPANYING PETITION OF
JAMES J. CLOSE
TO ADD A FLOATING DOCK AND PILINGS
TO EXISTING LICENCED PIER RAMP
AND FLOAT IN BASS RIVER,
YARMOUTH BARNSTABLE 'CO, MA.
JUNE 16 It 1969 SHEET 1 OF 2 SHTS.
0
r
(EXISTING)
(EXISTING)
16' LONG ` 2' WIDE
4' –0'
BRACES DECK f
2ooX 4. RAIL ---.t
4"X4„
JJJs-2"X4°RAILS'
,
I X 4"
. 11
POSTS
RAtL Z"
R 2"X 4" y POSTS11 --y
1/2 GALV.
f2"X6"
DECK ,
r
Boat<.a
2"X10"
2'X6"/'" I'XI'X20'
~2"X 8" PLANKS
2„XB,.
STRINGS
SKIDS STYRO. LOGS
TYPICAL RAMP SECTION
PIER
RACE
-
0 5 10
0
5 10
FLOAT SECTION
�i
i
0 5, 10
YO"DIA.
EXISTING BULKHEAD
CREOS.
2"X8" CAP
(EXISTING) ADDITION
PILES
20'
LONG 5.5' WIDE 30' LONG
6.S' WIDE 14'LNG.
a
i
1 CERTIFY :THAT THIS PLAN HAS"BEEN
PREPARED IN CONFORMITY WITH714E RUE . +4
AND REGULATIONS OF THE -REGISTERS' OF
DEEDS OF TI� COMMONWEALTH OF MASS.
o e
r
PE TERAGAVI N
REG. PROFESSIONAL ENGINEER
W, YARMOUTH, MASS: rlt
�b PETER
AV,
gg ryyE' , y
Y . 7051
�9 0
L
a.5.�wrr.J.s aMs+..Y!Y�,.�cf,! Ja.. �-. .J., L a. .1. .J .��. .. A. .•:i i.+�++ 3
O
JERROL6 13. WINER G
A
O ro F RITA L.WINER z UNIO
a146 BEEKMAN DR. Z4
ny AGAWAM, MA. N �tP pyP�'C 50CLS
m
s o m o 0 2000.
n �
D x iL- 31 UNION ST.
USGS DENNIS QUAD.
N troll, ELEVATIONS ARE IN FEET AND
om
a EHOUSE a AR. z TENTHS ABOVE THE PLANE OF
MEAN LOW WATER. MINUS NUM-
BERS ARE SOUNDINGS BELOW
�-' THAT SAME PLANE.
z .0.8 EXIST. BULK.
r._y�-_�. s.5 WILLIAM F LARSON CLAIRE
EXIST. 3"O f It 200 DUTCH E R ST.
•'RPIER . !.S -\ HCPEDALE ., MA
0.8 EXIST. STONE 6 4.0
FLOAT CONC. BULK. y
10.9 /• �r -17 94 FT. TO ./. 0
PROPOSED — ' ^ — t EDGE OF CHANNEL
FOUR NEW 10"x.l
DIA. CREOS. PILES
AND FLOAT PLAN
,3..t
0 20: 40 60 80 BASS RIVER
- �— EBB FLOW �+
53'
20.5`
200 EC= 9.2
MHW=22.6 - EL. =6.
M LW=0.0
I-'
_tA uiii/ �y` '30'X 5.5' 7.5'4.0'NEW FLOAT !U17
ON Rli /N/t$TYRO EXIST_ GROUND
LOGSPENETRAIO
(6) 1'X 1,X t0' I2't TO fIRMNE55` PROFILE
(TYPICAL) p 5 10 20
pill
PLAN ACCOMPANYING PETITION OF
JAMES J. CLOSE
TO ADD A FLOATING DOCK AND PILINGS
TO EXISTING LICENCED PIER RAMP
AND FLOAT IN BASS RIVER,
YARMOUTH BARNSTABLE 'CO, MA.
JUNE 16 It 1969 SHEET 1 OF 2 SHTS.
0
r
2"X4" 1/2 it PLY.
BRACES DECK f
UNDER PLY. �..2"X8"--. r–+-------,--�
t• ,
r
2'X6"/'" I'XI'X20'
(6) 1'XI'X9'
SKIDS STYRO. LOGS
STYRO. LOGS
PIER
SECTION
0
5 10
FLOAT SECTION
0 5, 10
EXISTING BULKHEAD
2"X8" CAP
WALE z-+
t7lsll 17\�\ n/ .
�•�
lay 2"X8" VERT. SHEA.
I,
t yrs
, y
' t.`„B CREDS. PILES
5. 5 '
O.C.
BULKHEAD
SECTIONS
0 5
10
PLAN ACCOMPANYINGPETITION
`OF
JAMES J. CLOSE
SHEET 2 OF 2
SHEETS
a
i
1 CERTIFY :THAT THIS PLAN HAS"BEEN
PREPARED IN CONFORMITY WITH714E RUE . +4
AND REGULATIONS OF THE -REGISTERS' OF
DEEDS OF TI� COMMONWEALTH OF MASS.
o e
r
PE TERAGAVI N
REG. PROFESSIONAL ENGINEER
W, YARMOUTH, MASS: rlt
�b PETER
AV,
gg ryyE' , y
Y . 7051
�9 0
L
a.5.�wrr.J.s aMs+..Y!Y�,.�cf,! Ja.. �-. .J., L a. .1. .J .��. .. A. .•:i i.+�++ 3
O
JERROL6 13. WINER G
A
O ro F RITA L.WINER z UNIO
a146 BEEKMAN DR. Z4
ny AGAWAM, MA. N �tP pyP�'C 50CLS
m
s o m o 0 2000.
n �
D x iL- 31 UNION ST.
USGS DENNIS QUAD.
N troll, ELEVATIONS ARE IN FEET AND
om
a EHOUSE a AR. z TENTHS ABOVE THE PLANE OF
MEAN LOW WATER. MINUS NUM-
BERS ARE SOUNDINGS BELOW
�-' THAT SAME PLANE.
z .0.8 EXIST. BULK.
r._y�-_�. s.5 WILLIAM F LARSON CLAIRE
EXIST. 3"O f It 200 DUTCH E R ST.
•'RPIER . !.S -\ HCPEDALE ., MA
0.8 EXIST. STONE 6 4.0
FLOAT CONC. BULK. y
10.9 /• �r -17 94 FT. TO ./. 0
PROPOSED — ' ^ — t EDGE OF CHANNEL
FOUR NEW 10"x.l
DIA. CREOS. PILES
AND FLOAT PLAN
,3..t
0 20: 40 60 80 BASS RIVER
- �— EBB FLOW �+
53'
20.5`
200 EC= 9.2
MHW=22.6 - EL. =6.
M LW=0.0
I-'
_tA uiii/ �y` '30'X 5.5' 7.5'4.0'NEW FLOAT !U17
ON Rli /N/t$TYRO EXIST_ GROUND
LOGSPENETRAIO
(6) 1'X 1,X t0' I2't TO fIRMNE55` PROFILE
(TYPICAL) p 5 10 20
pill
PLAN ACCOMPANYING PETITION OF
JAMES J. CLOSE
TO ADD A FLOATING DOCK AND PILINGS
TO EXISTING LICENCED PIER RAMP
AND FLOAT IN BASS RIVER,
YARMOUTH BARNSTABLE 'CO, MA.
JUNE 16 It 1969 SHEET 1 OF 2 SHTS.
0
r