20231711 Ver 1_Design/Maps/Site Plans Revised_20231215

"BEFORE
1!
WORK'IS STARTED,' SCHEDULE A P' E CONSTRUCTION MEETING WITH THE DEQ-DEM R WILMINGTON REGIONAL OFFICE. 910-796-7215
/2.
INSTALL CONSTRUCTION ENTRANCE AND ERIMETER SILT FENCE AS SHOWN ON THE PLANS. CLEARING ONLY AS NECESSARY TOE INSTALL THESE DEVICES.
/R
3.
INSTALL SEDIMENT BASINS AS NEEDED F WHAT IS BEING DISTURBED. INITIALLY, CLEAR O�LY AS NECESSARY TO INSTALL SEDIIIMENT BASINS.
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4.
CLEAR AND REMOVE FROM SITE ALL TR ES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS.
/ 5.
INSTALL DIVERSION BERMS TO DIRECT ANY RUNOFF TO THE WET POND UNTIL STORM CULVERTS AND CURB/DROP INLETS ARE INSTALLED. SITE RUNOFF
SHALL BE DIRECTED TO THE WET POND/SEDIMENT BASIN.
/ 6.
I
PLANT GRASS OVER ALL GRADED AR AS AS SHOWN IN THE TABLE ON C-1 OF CEASE OF ANY GRADING ACTIVITY.
7.
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUICTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT
/
MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES.
8.
DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CO TINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION
CONTROL MEASURES UNTIL FINAL/ INSPECTION AND APPROVAL BY THE NC LAND QUALIT SECTION.
9.
WATER, FERTILIZE, MOW AND MA NTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTILIFINAL APPROVAL BY THE NC LAND QU LITY SECTION.
10.
ANY BORROW MATERIAL BROUG T ONTO SITE MUST BE FROM A LEGALLY OPERATED MTE OR OTHER APPROVED SOURCE.
\
11.
ANY EXCESS MATERIAL REMOVkD FROM SITE MUST BE HAULED TO A LEGALLY OPERAT MINE OR OTHER APPROVED SOURC(
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PROPOSED DISTURBED
LIMITS & SILT FENCE
0
j�� x 13M
-57 h
x
\ \ EXCELSIOR
A �\ M `TTING REQUIRED
hp
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ET
o n `si X
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PROPOSED DISTURBED / �' m s-
"" \ \ '°910/ 55� — — \ /� /�� — '57 — LIMITS & SILT FENCE
2 S x y, 5531 x / 56 - \ ry
Imo.
IV > x
RRA-8 x \ \ \ \ 5\� -57
EMERGENSPI
10
ELEVeL�560 I-ftI a saw o \
max\ x \
l
SEDIMENT
BASIN #2 se\ \� � , � � C — — s� h� ^ '-56 M
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MATTING EXCELSIOR
/ 5 / �x m I �' r \ —
RRA-7
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\566 \\ \x \ EXCELSIOR
\ MATTING REQUIRED/
EMERGENCY \ v
\ SPILLWAY \
ELEV=56.00 \\ \\\\ x \ \ RRA-4
SEDIMENT w\\ 1b. /
BASIN #1
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s 5 ' No.
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x
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
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� PROPOSED DISTURBE \\ d \ \\ \
LIMITS & SILT FENCE \ \\\ \
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RRA-3 �\ \ \ h 55
PRELIMINARY — DO NOT USE FOR CONSTRUGTI6r
RA-5
OE — — OE�_ \QE -
RA-10
1�r OHO -f^ y. 00 ` /
ti O
NC HWY 87
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
Revision
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
JULY, 2023
Checked By
Job No.
MNH
BRUNSWICK COUNTY
MACO COMMONS
NORTH CAROLINA
2 TRACTS DEVELOPMENT, LLC
1401 COLON M I NTZ RD, NE
LELAND, NC 28541
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
EROSION CONTROL PLAN
Sheet No.
C-5.0

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64
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60
58
56
54
ULM33 P J I L 24" CULVERT
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64
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62 5g.1
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\ 1+00 0+00 1+00
24'*,-CULVERT CROSS SECTION
11
— ---- ----- -- —--------
200' / —
R .4 y
— — — — — — — — — — — — — — — — — — — — — —
}56 6 —
Al
h
}57 5
m
BILLFISH DRIVE
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
HIGH POINT ELEV = 60.65
HIGH POINT STA = 6+84.03
PVI STA = 7+30.00
PVI ELEV = 60.80
A.D. = —1.24
K=121
150' VC
0
O
O
cV
+
O
cfl
cD +
00
CO
En ±
PVI STA = 9+44.29
PVI ELEV = 58.66
A.D. = 0.55
K = 273
150' VC
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v
A
)/Ab
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Ar 5
—5 7—
}y�
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
U
+
03
m
U
U
U
—
L0
W
m
m
C�
0.30 %
to
24"
CULVERT
18"
CULVERT
0
U
ui
W
Z
0+00
1 +00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11 +00
12+00
13+00
14+00
15+00
64
62
60
58
56
54
No. Revision Date B
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
JULY, 2023
Checked By
Job No.
MNH
BRUNSWICK COUNTY
MACO COMMONS
NORTH CAROLINA
2 TRACTS DEVELOPMENT, LLC
1401 COLON M I NTZ RD, NE
LELAND, NC 28541
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
BILLFISH DRIVE PLAN/PROFILE
Sheet No.
C-4.2