61-07 OVERSIZED PLAN

EX. 48" CMP
WITH HEADWALLN
INV.=3.32 --
PROPOSED '
BERM
BENCHMARK nV4
RRS SET IN PP '
ELEV.=16.43 6
Z
�0
O
'rL w
00 I
v
00
= 7p
w0
INSTALL 30" CURB
& GUTTER
8"X8" TAPPING TEE & VALVE
2-90' BENDS
50 LF 16" STEEL CASING
(DRY BORE)
INV. .037--,' I
EX. 60" RCP
WITH HEADWALL
NC HWY 9
(100' RIIN PUBLIC)
JADE MOORE� HOWERIN
I
8" PRJNG 12' D.C. OR LESS (TYP.)
NOT MORE THAN 1/4
OF THE DISTANCE FROM
;HOREUNE TO SHORELINE
NOT TO EXCEED 150'
WILLIE GRAY MOORE
ESTATE
PC A, PSLIDE 90—A
r
r
� r
r
THOMAS CARSON r
DB 765, PG 148
(6) ' (7)
r
MARITIME
OOP
(60'
/W 20' ASPH
LT PUBLIC)
51
52
53)
54
30,000 S.F.
30,000 S.F.
30,000 S.F.
29,996 S.F.
30.
w®
ro-Mor_roic_ixw 1p
062M 7W PAL m N SWAM W
Psaor_ 1/4
If rua
mw To mwwm Or►J
NORMAL WATER
IS PROPERTY
LINE
I
V..
PIER
\� BODUNDARY � M� hJL� q Z
O
\ .hJv� J�l.,l ✓� 20 ti
COMMON
AREA N
0' ZONE 1 BUFFER
19 20' ZONE2 UFFER�\
30,9003 S.F.
27,460 S.F.
WP .o\
PIER
21 \\
20,792 S.F.
BOARDWALK 1 1420.0' + TO SHORELINE
x-5.5
as
28,173 S.F. x-3.4
1 � a4TH CREEK
oI
23,9153 S.F.
� I
23,824 S.F.
I
x-5.4
M�ORMAL WAT�� J. J`� ���
LINE IS
x- PROPERTY LINE x-5a4
C� J J J
20,88.1 S.F.
\ BENCHMARK x-5.24
\ RRS SET IN 24" OAK ,r5
ELEV.=16x2,���
.?6 . /t�4 9 -` PIER N J`
x-5.30 ANDARY
BOARDWALK
27,907 S.F.
\
11
37,530 S.F.
-- n, , x-a7e 14.20
PIER JLJ�J` M� w-544 J�J\ x-5.3e
x-
x-1.07
1.4x-1. x-2.83
x-4.00 JJ�JL Jul`
CREW M� � M� A x-4.03 MA
x-3.33
xD.1 M_A_ J`�J� J.J�J` -J.J`
°\°• x-3.27 x-3.64
100' 50' 0 100' 200' 300'
GRAPHIC SCALE: 1" = 100'
SHEET 1 OF 13
CAMA APPLICATION
BOARDWALK/PIER PLAN VIEW — WIIH�2 PLAN
SLI TTPS
NTS PIER/BOARDWALK CROSS SECTION PIER/BOARDWALK END ELEVATION NTS PIER PLAN VIEW
NTS NTS NTS
VAIJ t iLto tfrlagewater JOUtn U5—zoz / dwg / Bridgewater South set
FB 374, PG 46 & FB 373, PG 36 C&G FILE: 05-252