113-11 Oversized Plans

1)
PROJECT
AREA
LOCATION MAP
NOT TO SCALE
+ U.17
�\ +-11.75
d
\ Mudline Elev.: -7.7'
\ 10.34
Top of Bulkhead-, 3.5'
\ Ex. Gazebo
113 x 137
\Ex. Bulkhead Around
Gazebo
\+ 8.92
Ex. Relic Pilings
Natural Shoreline
Top of Bulkhead 3.5' \ n
-7.
-25.5
-21.4
Approx. 265 LF Of
Ex. Bulkhead
-17.3
2-15" Pine Trees
To Be Removed
-11.0
,I-
5,
511
\ N
-25.58+ \
�Z\
Z�\
-2 t.19+ �\
-16.79 \
Ex. Wood Piers \
-12.40+ \
Normal Water
Line(NWL)
Ex. Stone Benches
(TYP. of 3) -10-6
Ex. Catch Basin 24" RCP
Inv. Elev.: 0.7'
Top of Bulkhead- 3.2'
Mudline Elev.: -9.7' -
-13.2+
+
-11.0
QtL
1-1
- Ex. RipRop
36" Tree �
Ex. Side Slope Of/�
Eroded Basin (NWL )
Po�K\�9
� t
en
& Chesson Bonnie over G
NCPIN 6767685306
v / Ex. 6' Walkway
Stroder Jock W q
Pspra`t P �h �
7
G
gG
1,6 P
Approx. End of Romp
Mudline Elev.: -8.0'
Top of Bulkhead J. 6' —
\\ X
42" Tree
-o
Ex. Gross \
o \6
—.. r- - - " X
To Be Relocated
+� G
lb
Ex. Catch Basin 24" RCP
G Inv. Elev.: 0.6'
E Rope Fence
To Be Removed /
\ G
O
x
-o
o
F.
� o
Town of Plymouth `-
opt`\n9 NCPIN 6767686442
Town of Plymouth
NCPIN 6767685379
Ex. Grass
a
0
0
0
3-N
1`
Normal Water Ex. Grass /
Line(NWL )
�G
1g �
Ex. Conc. Bu#cheod
Ex. Gross , vG
G
1'5 V�
Town of Plymouth
NCPIN 6767687404
eat >
ern
PSP \
WiNiam Forbes, R. Jr
& Susan R.
NCPIN 676768745J
William Forbes, R. Jr
& Susan R.
NCPIN 6767687483
TBM:
CENTER OF
CATCH BASIN GRATE
N: 778478.6910
E'.2666621.5620
Z: 3.8'
100 YEAR FLOOD ELEV.- 7.0'
MAP NUMBER= 3720676700K
FEB_ 4, 2009
PRELIMINARY DRAWING NOT
RELEASED FOR CONSTRUCTION
FOR SITE PLANNING PURPOSES ONLY
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DESIGNED BY:
DCS
DRAWN BY:
DRS
CHECKED BY:
DCS
PROJECT NO.:
2367 - BW
DATE:
APRIL 23, 2013
SCALE:
1°=20'
SHEET
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T: \Projects\Plymouth-2367\8W-8u1kheod\Sheets \Sheet_8ulkheod-dgn
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2 W
1 314"e TERW
yNn SHEET
WHALER (TYP or 3)
Ia
SECTION A -A"
SCALE T°-W
IL
-13.17
' x
-11.75
N
'-10.34
a`
'48.92 ( 1 )
• �1
N
END NEW BULKHEAD
AT PROPERTY LINE
-7.5
NEW 6' WIDE WOOD WALKWAY
-21.40x
— PROPOSED 44 CY. AREA
TO BE FILLED (237 SF.)
EXTEND BULKHEAD
IN FRONT OF GAZEBO
NEW & WIDE WOOD
WALKWAY 03�/
2
4) •
Normal Water Line '` 11.0
Top of Bulkhead: 3.5'
Mudline Ele v. - 7.7'
�► -8.4
A
rn
a
14W.!
-21.19x
-16.79
TIE PILE (TYP.)
-17.30x ROPE RAILING TO CONTINUE
ALONG FACE OF BULKHEAD
REPLACE APPROX. 250 LF-12.40x
OF EX. BULKHEAD 6 •
5 •
MudAne Elev.: -8.0' —
-13.20 • 34,_5" (TYP
`t J x10.6 Top of Bulkhead 3.6'
N Ex- Catch Basin 24" RCP
Inv. Elev.: 0.6'
* 11.0 -8.5
36" Tree
G)
5'
26 -.►,�
Ex. Grass Area
CONTRACTOR TO
REPLACE GAZEBO,
6'
All,
DECK AND INSTALL NEW GAZEBO.
•
CONTRACTOR TO
PROVIDE POWER
FOR LIGHTING &
110 OUTLET INSIDE
0
GAZEBO. OWNER
TO PROVIDE
NEW GAZEBO.
NEW WHARF
LIGHT
BEGIN ROPE
RAILING
Ex- Parking
NEW
6' WIDE
WOOD
WALKWAY
Asphalt Pavement
7� NEr
75' NEC __.�...,_....--'
75' NEC
T` -
�---
7 5' NEC
NEW BOLLARDS
Ln
a o 10,
(TYP. OF 3)
9
x
Q t
`
o
6
NEW DAKOTA BUILDING
BY CXT PRECAST
PRODUCTS (11.5'x29')
F.F.E.- 1.0' ABOVE
EX. GRADE
Ex. Building >� Ex. Building
TOE OF
14'
C
6' rvl
B -9.7 0
5'
-9.1
I � �
20,
• I I 42" Tree x
REMOVE AND RESET EX.
TOP OF ~
SECTION C-C"
SCALE r-20'
REPLACE EX.WOOD PIERS
WITH NEW CONC. PIERS
— Approx. End of Romp
STONE BENCHES (TYP OF 3) Normal Water Line
42" Tree n
END OF NEW BULKHEAD
7. Bit & NEW ROPE RAILING •
WHARF LIGHTS (TYP. OF 10)
20 FT. ON CENTER ALONG
WALKWAY
NEW STAIRS (TYP.)
HYDRANT 7 'NEC
NEW YARD C __�--
REPAIR &STUB OUT 24" ,__-.____.-------- 75 C"
RCP CULVERT THROUGH 75'NEC
NEW BULKHEAD -7 5' pE.0
INV. ELEV.- -0.7
75 NEC GRADE AREA TO ALLOW SMOOTH
TRANSITION TO WALKWAY
- NEW 6x6 PT POST SET NEW CONCRETE RAMP AND ACCESS
2'FR0M EDGE OF PAVEMENT — TO EXTEND 20'BEY0ND THE NORMAL
10, OC. WATER LINE. CONTRACTOR TO
TRANSITION CONCRETE TO EX. PAVED
PARKING LOT
REMOVE EX. CONCRETE AND REPLACE —
HC WITH VINYL BULKHEAD. BACKFILL WITH
STONE AND EXTEND CONCRETE TO
10 r HEIGHT OF PIER.
-.I*— UP
Tree
Tree
E._ T Ex. Gross Area
0
Approx. Location
Of Ex, Window
Ex. Building
5' WIDE WALK/RAMP
TO PARKING LOT
RETAINING WALL
Ex. Parking
EX. (1'x20') GROIN TO
BE REPLACED _
Ex. Gross
Area
Ex, Grass
Area
75' NEC
75' AEC
Asphalt Pavement
OBOAT SLIP
x WATER DEPTH
-12.40
BULKHEAD LENGTH:
250
FT
PIER (GAZEBO):
596
SF
WOOD WALKWAY-
220
FT
CONCRETE PIER:
64
FT
ROPE FENCE:
280
FT
(CONCRETE RAMP:
32
SY
CONCRETE ACCESS:
136
SY
BULKHEAD BACKFILL:
561
SF
EX IMPERVIOUS AREA W/AEC*
5 460
SF
PROP. IMPERVIOUS AREA W/AEC: 4,998 SF
TOTAL AREA OF AEC: 17,408 SF
PRELIMINARY DRAWING NOT
RELEASED FOR CONSTRUCTION
FOR SITE PLANNING PURPOSES ONLY
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DESIGNED BY:
DCS
DRAWN BY:
DRS
CHECKED BY:
DCS
PROJECT NO.:
2367 - BW
DATE:
APRIL 23, 2013
SCALE:
1' = 20'
SHEET
C 10%
.2 .1 OMMM1111111111
\ Projects \ Plymouth-2367 \ BW -8u/kheod \ Sheets \Sheet _ Bulkhead. dgn