HomeMy WebLinkAbout83-1843 - Site Plan002ALL PERIMETER CHAIN LINK FENCE
TO BE REPLACED WITH DECORATIVE
10'f FENCING
0
STREET O
ARLINGTON r
C
Q OO PERMITTED STEEL k E
BULKHEAD
REALIGNMENT �, PROPOSED 1,500 GAL QJ
y
EXISTING SE83-1616 SETTLING /SND PUMP CHAMBER C SUBTERRANEAN o In
BUILDING UNDER PERMITTED V!
YA.RMO UT.H CONCRETE PAD PROPOSED W RAIN ER o, VALVE � WALLRETAI NINE ----
COLLECTION DRAIN y - ------
EXIST.
D
EXIST. SEWER G POTENTIAL o �- - ( �GAR.
j1N PUMPOUT EXIST, STEEL t
EJECTOR PUMP �XWS WNG SEED BULKHEAD DEWATERING 1 EXIST. FENCE
EXISTING gU�UD • SE83- l k5 ----t I AREA I m
BUILDING
HOUSE EXIS77NG
EXIST. g I 10'X12' SHED
PUMPOU 1 ' SE83-05 N/F
Y AMEND D SILVER IVES TRUST
TOWN ExIs71Nc ? TOWN
EMERGENCY PIT D
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LINE 3 LINE
�J I o , EXIST. TIMBER
_ 1 G1 BULKHEAD HOUSE
APPROX. LOCATION mcg /1 b ti 11' SE83-1305 &
OF BOAT STORAGE SHED
BA RIS TA BLE 1 1 SE3-2833
X1ST. FENCE
X10• 2,;, O
ss s m POTENTIAL POWER WASH v��Q lo Ad I
PUMPOUT EQUIP. SHED
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FUTURE (12'x207 00����P / ti k• '1 ago ,12� 1 1 N/F
t R W x w ROBERT W. COLEMAN
APPROX. LINE OF yy m ° PERMIT7E2639DI710N PROPOSED WASHWATER EXIST. q\�0� �1 N' ° W Fl I X91
SE3 COLLECTION PAD BIT. SHED ado �k oN 1 1 z NUN
POTENTIAL SEWER LINES o GATF VALVE v /1 co o EXISTING
z CONIC. 1 0- 2 I rt ,1 v REVETMENT
Li D1
PROPOSED 2.000 GAL PERMITTED STEEL O 2 N MAN AIN T0I -8.0 z
yy s
SETTLING/GRIT AND BULKHEAD �E� J'F 9. /1 �` E3-421 o 0
s PUMP CHAMBER SE3-2833 5 ? o LLJ 0 /
EXIST. SEV✓ER a o 15' a o
PUMP STATION EXIST, s / o a /
3 GREASE TRAPS •, ' � O Q 50'Z -
O S k• y
G STONE i o�� ,1 5 EXIST. FLOATS)
CIOPERMITTED ADDITION EXISTIN \ SURFACE
��� FIRE W PNE SE3-4217 S EXGKIPATIO
} 9? �w� 1`' FEDERAL CHANNEL LIMIT
, �� 0� p 5
M -A Nix /
ALL PERIMETER CHAIN LINK FENCE in - v PQO �Q "6, 5 �1
TO BE REPLACED WITH DECORATIVE Q�OAp \�
10'1 FENCING D r p�../`�r`� • �� 25
� �� p11 DREDGE TO-16.0��� 121 �1
IS G �' ^ig' 0/1 �1 y OR DEEPER DEPTH IF \ '
EXISTING
ON}��v�J! �m� �9• X10 ESTABLISHED COE OR SSA
EXIST. Q o �, APPROVED SE3-4217
W E /
TONE 2833 '
o SHE 5 SE3�28 E ISTM
LINENT 5E3,
TER L R OU
0
PE�ITTED
PE ELEOTRIC
-Q� P oCIL
<v 1 -'03 /
0
=� �� 1 6 �/� �C `P 1�1 N OTES:
10ELEVATIONS ARE IN FEET AND TENTHS ABOVE THE PLANE OF MEAN LOW
F� TO WATER. MINUS FIGURES INDICATE DEPTHS BELOW THAT SAME PLANE.
°r /119 �/ 9 TO MAINTAIN AND CONSTRUCT/DREDGE ALL PREVIOUSLY AUTHORIZED IMPROVEMENTS
IN ACCORDANCE WITH PREVIOUS APPROVALS AND DREDGE LIMITS IN ACCORDANCE WITH
LICENSED DRAWINGS WITH WORK TO BE PERFORMED BY MECHANICAL METHODS
0 WITH UPLAND DISPOSAL OR DISPOSAL AT SEA, INCLUDING USE AND MAINTENANCE
6 OF SEASONAL DEWATERING AREAS AND TO MAINTAIN ALL CONSTRUCTED SITE
FEATURES IN PLACE AND IN KIND, INCLUDING BUT NOT NECESSARILY LIMITED
BUILDINGS,
UUNDERGROUNDPARKING SEPTIC SYSTEMS,
AND ABOVEGROUND NCLUDINGSEWERSYSTEMS,
BOTWATER,
T /11 X16 ELECTRIC, GAS LINES, FUELING SYSTEMS, TELEPHONE, CABLEVISION, DRAINAGE
2j 0 SYSTEMS, IRRIGATION SYSTEMS, GROUNDS, PAVED AND GRAVEL SURFACES,
8 ,1� VEGETATION, RETAINAGE, PIERS, BULKHEADS, RIP -RAP, FLOATS, DOCKS, PILINGS,
p 9 LIMIT OF RECONFIGURATION ZONE RAMPS AND UTILIZATION OF PREVIOUSLY APPROVED CHAPTER 91 AND
ARMY CORPS OF ENGINEERS RECONFIGURATION ZONE IN ACCORDANCE WITH
X11' SE3-2833
X ryi MAINTAIN TO -8.0 �p �rh �/ 9 19• �/ / THE TERMS OF THOSE AUTHORIZATIONS.
1pNIN X 3 SE3-4217 REFER TO D.E.Q.E. & D,E.P. FILE NOS. SE3-1232, SE3-1333, SE3-7801
SE3-1160, SE3-1094, SE3-890, SE3-826, SE3-2423, SE3-2833, SE83-508,
SE83-456, SE83-338, SE83-1217, SE83-1305, SE3-3147, SE3-3661,
�7 1 /9� PQe 1 �• SE3-4217 &SE83-1616.
MAINTAIN TO -8.0 1� /166 REFER TO COMM. OF MASS. LICENSE NOS. 4327, 872, 1933, 5181, 4112
EXISTING SE3-4217 I 993, 1302, 1305, 1129, 1069, 2183, 2829, 5179, 5934, 1042 AND 10699
AAnnR/A!r -� ... \� , , /c, - EXISTING FLOATS j� � .. 1,
PROP. TOWN
BOAT RAMP
/ 2• RECONFIGURATION ZONES ARE THE LIMITS OF CONSTRUCTION IN ACCORDANCE
WITH THE TERMS OF THOSE AUTHORIZATIONS.
v •�%� � TEMPORARY PILES, TENTS &FLOATS TO BE INSTALLED &REMOVED FOR
SHORT TERM EVENTS.
SITE PLAN OF MARINA
16 �Q IMPROVEMENTS & MAINTENANCE
EXIST. p• /1 G , PREPARED FOR
EXISTING DOLPHIN XAAAA ��
J `7 IOTA YNE G KUR.Ex I
FLOATS APPROX. *° a= arA,,,'s `v •
v ASF. q��✓ v
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�� #45�5� BARNSTABLE AND YARMOUTH MA.
PLAN 01
�o �Fn �_ r�eF �� SCALE: 1°=50' SHEET 1 OF 1
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0 25 50 1 0 Y�►r® f. DATE: SEPTEMBER 26, 2008 FOLIO N0. F-403
f ( DRAWN BY: RAB JR. PLAN NO. E-690 YARMOUTH-NOI-08
SCALE: 1" = 50' T RRAMAN SURVEYING & ASSOCIATES, LLC