135-04 Oversized Plans

r
co
z
dFa
N.C. HWY, 24
SITE
0
4Ll
w
z
O
z
a
�
a
�
z
a
F=
z
DEER CREEK DR.
VICINITY MAP —NOT TO SCALE
+12
+11
+10
+9
+8
+7
+6
+5
+4
EXISTING RAILROAD SPIKE C/L INT.
DEER CREEK DR. & YOUPON DR.'
S 09'17'36"E 985.82' TO E.
P-K NAIL C/L INT. DEER CREEK
DR. & YOUPON DR.
o �
n
uw
v- — — — — — — - 2 6-748L--�
w �0
o n
"A" CLOCKWISE TO "B": ALONG MEAN HIGH WATER LINE
RICHARD H. WHITAKER
BK. 426, PG. 211
DREDGED CHANNEL
o
"A": N.I.R. `�� � 1I
N 80'45'20"E 61.38' ��1 �� �7° �9 1 qh� A, � �q
N 80'45'20" E ��0�,
Fil
10' 10'
21
1
0 200.33 E.I.P. I �p6 h`l �,�h `tip' '`1 3
�� .° 1 1
I� (:� 1 I �1x Aeo �'` �, "B": E.C.M.
Iporn �"J j UL �'£_
I� L4 M.B. 5, PG. 63 I �� \
Ib : ___ I " f 1 -_ l 20'
cp _ / /
o /
Z z----200.23'-----I UL
Q ® , 6� A / / TYPICAL DRAINAGE EASEMENT SECTION
UL / / / 3
C °' M.B. 5, PG. 63 I / / �1° j / / "�
I� 200.13' I N.I.R. /n� /// �� ,� N PAUL M. SMITH
of I S 80.43'00"w Z / / BK. 281, PG. 178
j -j I 5 0 16N 17 / / 18 19
�I ! M.B. 5, PG. 63 �
o L' / / / / PROPOSED PAVEMENT
E.I.P.' S 80'43'00"W f /
/ B � � / S 80' 3'00"W// E.LR• 20' WIDE, 612' LONG
200.00' N. 90.20102.34'', 1 .34' 52.13 E.I.P."
a + 12.3 + 11.7 + 10.9 + 10. "NO PROPOSED IMPROVEMENTS
+.o ON THIS SECTION
o
E.I.P. 150.21' E.LP, 10 .46' 94. 7' 94.67' T 101.00 £. �� �* APPROXIMATELY 270'
B O'44'O1
N 80'40'19"E 3 I 14 �9.
I o•
2 0 15 I I I I W 9.
Ln
I
coIoo 12 I IC"` E.I.R.
Z IN jN IN U
9
I SIN IN N I 10
i E.I.P.
ti s /0 I I — —
I.
PART B SECT. Ins>., 33.61- I I I '
I 94.67' 94.6 3.0 ' /�� o
CAPE CARTERETT ,.� 161.12 I--1 .8
I M.B. 5, PG. 63 E.I.R.
I.R :1
1 30.00' 1 2.46' X
14
C)
i O Z
'
N 09'17'41"W t tea• �S
105.G0' —J + O ter, ELEC. STUB-OU I ® a
1
i
0 10 0 0
0 0 `1 1 N N M �� /" n
ta
SECTION A - A (t)
C)� oFEsS/o` �9\\
SEAL 9'r \ 1
I I * I I
\ �SU�R`1,
SURVEYED THE S SHOWN HEREON IN
ACCORDANCE WITH THE STANDARDS OF PRACTICE Rftt
SURVEYING IN NORTH CAROLINA; AND THAT THE RATIO OF PREC
OF SAID SURVEY IS 1:10,000+.
R/W
SKET(0N) 1r 81
404 WETLANDS NOTE
THESE WETLANDS ARE PROTECTED AND NO
FILL IS ALLOWED UNDER ANY CIRCUMSTANCE
(NO CATCH BASIN, NO EXCAVATION, NO FILL)
(APPROXIMATELY 2790 SQ. FT,)
15" RCP
INV. IN = 5.22
INV. OUT = 4.56
20'
60' R/W
8' 12'
-57
TYPICAL STREET SECTION
sz/
gz�
c d (t
00 0 100 200 300
IIIIIIIIIII
■■■■■■■■■■
■■■■■■■■■■
GRAPHIC
pT,
V
yl
w
e
w
w
w