HomeMy WebLinkAbout83-1305 - Marina Site PlanI
YARMOUTH
TOWN
LINE
BARNSTABLE
i
/ I
l
i'
% ARUNGTON STREET
I
LL
T,
All \ ��� �� F
Q_�, A o� I Ii F
' EXISTING _
/ DRAINAGE PITS \' DECK
REPAIR FAILED
EXIST. SEWER \ G �, y�\ BULKHEAD
---- — EJECTOR PUMP]\5(\N G �� REFER TO
0\N J SE83-456
3'X1 6'
C ev\\ HE FLOAT -
EXISTING
✓ _--� I BUILDING _ EXIST.
�I
PUMP OUTS
L -PROPOSED /
-i EMERGENCY PIT
00 I
CD
N 1
FGAR. PROP. RIP—RAP
�� — --
EXIST. STEEL I W/STEPS ---�
BULKHEAD HOUSd _
SE83-1305
EXISTING II �
x 10'X12' SHED I
SE83-1305
AMENDED SILVER WES TRUST
� x _TOWN_ I 1 l
I i \ EXIST. TIMBER ----�
N
1 \ POTENTIAL I
OX. ION BULKHEAD
APPR LOCAT SHED II PUMPOUT 3'x24' �� ! SE83-1305 & HOUSE I
OF BOAT STORAGE FLOATS f SE3-2833
/
' ' 1
POTFIJTIAL SITE FOR --
FUTURE PUMP STATION
FILL AREA W/DREDGED
MATERIAL & PAVE
SE3-2833
/ H _ POTENTIAL
APPROX. LINE OF S PUMPOUT
EXIST. SEPTIC SYSTEMS POTENTIAL SEPTIC-'
TO BE REPARIED OR TIED- EXIST. SEWER PERMITTED STEEL
TI \'
S -
INTO POTENAL/FUSEWER LINE��
TURE / PUMP STATION BULKHEAD
TOWN SEWER SE3-2833 CF
SE3-2833
TIMBER `'� A, AWIDEN EXIST. \
FLOATS 2' & EXTEND
UEXIST. 9'X110' j l F3'X22' I 1�
I CONC. FLOAT Lj
SE83-1305 &
SE3-2833 3'X24'-
i'
EXIST. 6' WIDE � ',' � I 3'X30' ROBERT W. COLEMAN
�� } '
TIMBER FLOAT 3'X32' '
EXISTING
EXIST./ r REVETMENT
1' EXIST. FLOATS -� z �✓ \ /
PUMP OUT ',
SE3-2833
PERMITTED FLOAT'I ', e—
rt FTir
3'X32'
RELOCATION
SE3-2833
4'x4o'_
I
u
�- 50'
SE3-2833 \ 5� -- --- - " P.
Z
\ ° s x3
S/ 19'
/
.-�'�
H 5 EXIST.
_ B ILDING l o 'J � EXIST. TRAVEL—
7-0
TO BE REMOVED O 4 I !-- j 4 ALTERNATE FLOAT
c</ Q i ? / LIFT PIERS TO BE \ ,. \ \
EXTENDED 8' & i RELOCATION REFER
RELOCATED \ \ TO SE3-2833 LIMIT OF RECONFIGUATION ZONE
Y
�. �.
SE3-2833 g SE3-2833
5 APZ)RO OCATCL
;A D Ai`d _I"K FEtICE
Np0 cZ0"iE 2g33 t PERMITTED 8' FLOAT p��E
EXTENSIONS (7j \,"V
\ p
SE3-2833 �,%
,
-
ZEO WP3 6 �E EXIST. CHAIN
pERMs3 E�FRS 3;2g3 / LINK FENCE
Y
RED
�rNUN\,c
oor,T EXTEND FLOAT 12'
APPROVED SE3-2833
G
n
LIP"IT OF RECONFIGUATION ZONE — ?
�-
��' > LIMIT OF RECONFIGUAT OPJ ZONE
l SE3-2833
�l SE3-2833
INCREASE SLIP WIDTH
O
EXISTING & EXTEND FLOATS , C' 4' NIDE FLOATS TO BE
_ --�
s�E
_-� — �
MOORING S173-283-7/\ OCATED & WIDENEDED
PLAN
25 0 50 100
SCALE: 1"=50'
Y
PROP.
DOLPHIN
PILE
EXISTING
FLOATS
1y, ,
I`Ec_ T` ar
rr SE3-2b33
\ NOTE:
ALL FLOATS ARE TIMBER
UNLESS OTHERWISE NOTED
�\ ALL FLOATS PILE HELD.
�pR
NOTES:
ELEVATIONS ARE IN FEET AND TENTHS ABOVE THE PLANE OF MEAN LOW
ER WATER. MINUS FIGURES INDICATE DEPTHS BELOW THAT SAME PLANE.
ALL BUILDINGS, SEPTIC SYSTEMS, SEWER SYSTEMS, GROUNDS, PAVED
A'IS & GRAVEL SURFACES, PIERS, BULKHEADS, RIP -RAP, FLOATS, DOCKS, PILINGS,
A REVETMENTS, SWIMMING POOL & UNDERGRONUD & ABOVEGROUND UTILITIES� )0 TO BE MA[NTAINED.
REFER TO D.E.Q.E. & D.E.P. FILE NOS. SE3-1232, SE3-1333, SE3-780,
SE3-1160, SE3-1094, SE3-890, SE3-826, SE3-2423, SF3-2833 SE83-508,
SE83-456, SE83-338, SE83-1217 & SE83-1305.
REFER TC COMM. OF MASS. LICENSE NOS. 4327, 872, 1933, 5181, 4112
993, 1305, 1129, 1609, 2183 & 2829
RECONFIGUATION ZONES ARE THE LIMITS OF CONSTRUCTION IN ACCORDANCE
/ W T H CH 91 REGULATIONS.
TEMPORARY PILES TO BE INSTALLED & REMOVED FOR SHORT TERM EVENTS.
PROPOSED EMERGENCY DRAINAGE PIT FOR USE DURING POWER OUTAGES
OR SUBSTANTIAL BREAKDOWN OF SEWER SYSTEM.