131-23 OVERSIZED PLANS

NOTES:
1. OWNER: STATE AF NORTH CAROLINA
1321 MI-I'L SERVICE CENTER
RALEIGli, NC 1321-27699
PROPERTY ADDRESS: 0 EAS-i FORT MACON ROAD
ATLANTic BEACH, NC 28512
3. PROPERTY INFO: PIN: 639500167162000
4. PARCEL INFORMATION SHOWN BASED ON CARTERET COUNTY GIS DATA. THIS
SHALL NOT BE CONSIDERED A BOUNDARY SURVEY. ALL INFORMATION IS
PRELIMINARY AND SHOULD BF USED FOR DISCUSSION PURPOSES ONLY. PHYSICAL
FEATURES SHOWN BASED ON FIELD DATA COLLECTED BY QUIBLE AND
ASSOCIATES P.C. ON 01 /13 ry 01 /14/22 USING GPS RTK NETWORK. BOTTOM
ELEVATIONS COLLECTED BY OIJIBLE & ASSOCIATES P.C. USING GPS RTK
NETWORK. BOTTOM & GROUND ELEVATIONS ARE SHOWN RELATIVE TO NAVD88.
OBSERVED MEAN LOW WATER LINE (MLW)
OBSERVED MEAN HIGH WATER LINE (MHW)'
OBSERVED MEAN HIGHER HIGH WATER LINE (MHHW)
— — — APPROXIMATE OBSERVED WETLANDS LINE
EXISTING CONTOUR LINES (NAVD88)
PROPOSED SLOPE FILL/GRADING
B006E 500N.0
i PROPOSED
/ QUICKREEF
G1 / REVETMENT SECTION
W/ VEHICLE ACCESS
POINT THROUGH
THE CENTER
I /
1
I
Wind Rose for Michael J Smith Field Airport (KMRH)
Jan. 25, 2000 to Jan. 26, 2022
N
Wind Speed (Mph)
calm Wands : a ff >_a
22.
\� UB„�J
1(3°�
16,22
tt-t6 '
i 47,
j
a4
+
-t ---- - E
j
--
Avara,e WiM Speetl
__---.
hhrimum WiM spell
9 d6 nph
`
d603 mah
Amea,e WiMDheenon
-Direction oth4nmum Will
za axneas
2wd.,�a�
• below.
Call before you dil
NOTE.
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR 1S RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
SILL LENGTH BREAKDOWN
PROPOSED SILL W/ GAPS: 2,302 LF
PROPOSED SILL OVERLAPS: 420 LF
PROPOSED QUICKREEF SILL: 74 LF
TOTAL COMBINED LF OF SILL: 2.798 LF
PROPOSED
18 FT BASE
Sit 1, ALONG MLW
J
150,
FORT MACON CREEK
(S,a,HaW
PROPOSED
PILING W/
YELLOW
REFLECTIVE
HAZARD SIGN
(TYP.)
PROPOSED
18 FT BASE
SILL ALONG MLW
e \�
i YELLOW
30, %FFE - - - - - �� 87, 384 SF
REFLECTIVE PROPOSED -
---�D ® _ HAZARD SIGN 30 LF BY 18 FT 10OWI FT WIDE GAP f �r ' ,,, PROPOSED
_ 130, PROPOSED (TYP.) W/ 10 FT p
- 18 FT BASE OVERLAP SECTIONS ` '- ACCESS POINT
B SILL ALONG MLW 150' AT EXISTING
130' ROAD END F SOIL
7 -_
� Lim _ � ,, � — _ — — `�—
PROPOSED
I 32,965 SF �}--_ �
FILL AREA — - ---- - - - - - - -�- -_ _______________— / ✓ /
FROM TOP OF ESCARPMENT /�-
�E 75 AEG
TOMHHWLINE c �— —�� ✓ \� \
15, Ai-G / .PROPOSED
I ( PROPOSED STOCKKK£ APPROXIMATE °c\
LIMITS OF f - - ,✓;� AREA #1 gPPROXIMATE 404/COA3TAL//----
j DISTURBANCE F)) �'(,600 SF) INETLAND5 LINE
PRO OSED i'- 30' MHINLINE
/\ / / ARAK#2E ESTO
\� PROPOSED (11600 SF� / t
STOCKPILE
\ AREA #4
(1,600 SF)
4P i
PROPOSED
\ STOCKPILE
AREA #3 / ... APPROXIMATE
\ (1,600 SF) I f041C0A5TAL '
\\ HETLAND5 LINE
APPROXIMATE
404/COA5TAL
kf77 AN95 LME
�\ \ / %
�_ APPROXIMATE
MHIN LINE
MH{N LINE
30\ /
�v /O
APPROXIMA E
WETLAN05 LINE
PROPOSED
30LFBY18FT
W/ 10 FT
OVERLAP SECTIONS
PROPOSED
'-10 FT WIDE GAP
PROPOSED
PLANTING
AREA
PROPOSED
PILING W/
CROSS
SECTION
(TYP)
V5 COA5T GUARD
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PROJECT NO.
P21006
DESIGNED BY
JTM
DRAWN BY
JTM
CHECKED BY
BDR
ISSUE DATE
09 30 22
SHEET NO.
OF 3 SHEETS