Signed Approved Site Plans F8 Yacht Club Tennis Parking Lot8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
10'
PROPOSED PARKING AREA #2
NA
D
8
3
(
2
0
1
1
)
8'
8'
8'
8'
8'
MA
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SHEET C-1
SHEET C-2
MHW Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
Length
51.46
54.66
37.15
197.08
80.71
55.93
74.81
158.59
64.90
111.15
76.95
60.81
55.25
58.59
41.34
83.60
102.47
116.78
78.21
120.89
Direction
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
81.18
83.05
71.07
40.24
39.94
59.04
52.00
113.74
42.25
195.62
68.89
34.76
128.46
6.05
54.99
26.03
62.27
1.57
29.14
18.68
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
6
(
1
(
1
(
6
(
MHW Line Table
Line #
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
Length
9.23
64.35
39.76
257.47
35.25
125.57
168.91
52.58
41.91
55.55
62.24
64.12
76.22
53.11
128.82
83.92
75.15
58.54
117.74
85.49
Direction
6
(
6
(
6
(
6
(
6
(
6
(
6
(
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
L61
L62
L63
L64
L65
L67
L68
L69
L70
L71
L72
L73
L74
L76
L75
L77
L78
L79
L80
L81
69.86
89.63
78.55
95.47
87.59
86.72
112.88
73.28
89.35
54.31
125.60
60.99
54.08
68.51
68.85
85.11
70.97
92.11
88.40
102.49
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
1
:
MHW Line Table
Line #
L82
L83
L85
L86
L87
L88
L89
Length
178.27
72.38
103.23
62.06
32.63
51.91
40.63
Direction
1
:
1
:
1
:
1
:
1
:
1
:
1
:
Curve Table
Curve #
C1
Length
134.01
Radius
589.23
Delta
13.03
Chord Direction
6
:
Chord Length
133.72
MAT
C
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E
EXISTING SHED TO BE RELOCATED
MA
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C-0 1
EX
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D
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I
O
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S
P
L
A
N
1" = 100'
PROPERTY LINE
ADJOINERS
RIGHT OF WAY
EXISTING EDGE OF PAVEMENT
LIMITS OF DISTURBANCE
LEGEND
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2023-014
CLIENT INFORMATION:
Figure Eight Island Club, Inc.
15 Bridge Rd.
Wilmington, NC 28411
OF 7
JAE
CDC
CDC
24x36
4/5/2024
FI
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NORTH KERR AVE
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1
9
SR
1
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7
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SITE DATA
PARCEL ID:R04500-005-001-000
CURRENT ZONING:R-20S
PROJECT ADDRESS:15 BRIDGE RD.
WILMINGTON, NC 28411
CURRENT OWNERS:FIGURE EIGHT ISLAND CLUB INC
15 BRIDGE RD.
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
*Calculated to MHWL*
SOILS TYPE:Nh (Newhan fine sand)
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND
DEVELOPMENT CODE.
2.PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY
REGULATIONS.
3.EXISTING SURVEYING PERFORMED BY E.S.P. ASSOCIATES, INC.
4.A PORTION OF THE PROPERTY SHOWN HEREON LIES WITHIN FEMA FLOOD HAZARD ZONES
"AE", BFE 12', "AE", BFE 13', "VE" BFE 13', "VE" BFE 14', "VE", BFE 15' PER FEMA MAP #
3720317900K, EFFECTIVE DATE AUGUST 28 2018. FLOOD ZONES SHOWN ON PLAN.
5.NO WETLANDS OR SURFACE WATERS EXIST ON SITE.
6.HORIZONTAL & VERTICAL DATUM USED FOR THIS PROJECT IS NAD 1983/NAVD 1988.
HORIZONTAL NAD 83 (2011) VERTICAL NAVD 88
7.NO REGULATED TREES TO BE REMOVED DURING THIS PROJECT.
200'100'50'100'0'
Scale: 1"=100'
SURVEY NOTES:
1. THIS TOPOGRAPHIC SURVEY IS DERIVED FROM INFORMATION GATHERED BY AN ACTUAL FIELD
SURVEY MADE BY E.S.P. ASSOCIATES, INC. JULY, 2023.
2. HORIZONTAL & VERTICAL DATUM USED FOR THIS PROJECT IS NAD 1983/NAVD 1988.
3. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS UNLESS OTHERWISE NOTED.
4. ALL AREAS COMPUTED BY COORDINATE COMPUTATION METHOD.
5. THE NATURE OF THIS SURVEY IS TO DEPICT EXISTING TOPOGRAPHY WITHIN A PORTION OF THE
PROPERTY WITH CURRENT PHYSICAL FEATURES AND HARDSCAPE.
6. SUBSURFACE UTILITY INVESTIGATION WAS NOT PERFORMED AS A PART OF THIS PROJECT.
7. ANY ENCUMBRANCES OR EASEMENTS REGARDING CANALS, DRAINAGE, CONSERVATION,
MINERAL RIGHTS, INGRESS / EGRESS, ACCESS, UTILITY OR MAINTENANCE ARE AT THE
DISCRETION OF THE TITLE ATTORNEY TO REPORT FOR THIS PROJECT. THIS OFFICE ASSUMES NO
LIABILITY INTO THE INTERPRETATION AS TO WHETHER ENCUMBRANCES, EASEMENTS, OR
RIGHT-OF-WAYS CURRENTLY EXIST. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT A
FULL CURRENT TITLE REPORT AND IS SUBJECT TO ANY RIGHT-OF-WAYS, ENCUMBRANCES OR
EASEMENTS A FULL TITLE REPORT MAY REVEAL.
8. EXISTING MONUMENTATION RECOVERED IN THE FIELD WAS HELD TO RE-ESTABLISH THE
PERIMETER BOUNDARIES OF THE SUBJECT TRACT.
9. REFERENCE DEED BOOK 1231 PAGE 735 NEW HANOVER COUNTY REGISTRY FOR OVERALL PLAT.
10. A PORTION OF THE PROPERTY SHOWN HEREON LIES WITHIN FEMA FLOOD HAZARD ZONES "AE",
BFE 12', "AE", BFE 13', "VE" BFE 13', "VE" BFE 14', "VE", BFE 15' PER FEMA MAP # 3720317900K,
EFFECTIVE DATE AUGUST 28 2018.
06/06/2024
8'
8'
8'
8'
8'
9
NA
D
8
3
(
2
0
1
1
)
GRASSED SPILLWAY
ELEV. 6.7
10'
7.2
30
'
M
E
A
N
H
I
G
H
W
A
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E
R
S
E
T
B
A
C
K
50
'
ME
A
N
H
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G
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A
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E
R
S
E
T
B
A
C
K
30
'
M
E
A
N
H
I
G
H
W
A
T
E
R
S
E
T
B
A
C
K
50
'
M
E
A
N
H
I
G
H
W
A
T
E
R
S
E
T
B
A
C
K
MA
T
C
H
L
I
N
E
FLOOD ZONE LINE
FLOOD ZONE LINE
GR
A
S
S
E
D
P
A
R
K
I
N
G
A
R
E
A
18'
1
0
'16
'
16
'
18
'
6
7.2 8
9
5
5
.
0
7.0
5.05'
7.2
MATCH EX. ASPHALT
MATCH EX. ASPHALT
7.6
7.5
7.5
MATCH EX. ASPHALT
ONE WAY/DO NOT ENTER SIGNS
C-1
2
1" = 30'
SITE DATA ASPHALT PARKING AREA #1
PARCEL ID:R04500-005-001-000
CURRENT ZONING:R-20S
PROJECT ADDRESS:15 BRIDGE RD.
WILMINGTON, NC 28411
CURRENT OWNERS:FIGURE EIGHT ISLAND CLUB INC
15 BRIDGE RD.
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
*Calculated to MHWL*
EXISTING/PROPOSED USE:PARK & RECREATION AREA
PROPOSED IMPERVIOUS AREA:
GRASSED PARKING AREA 4,940 S.F.
PARKING REQUIRED:0 SPACES
PARKING PROVIDED:9 SPACES
PARKING LOT INTERIOR LANDSCAPING
REQUIRED 4,940 S.F. * 8% 395 S.F.
PROVIDED 795 S.F.*
*EXISTING VEGETATION TO MEET THIS REQUIREMENT*
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2023-014
CLIENT INFORMATION:
Figure Eight Island Club, Inc.
15 Bridge Rd.
Wilmington, NC 28411
OF 7
JAE
CDC
CDC
24x36
4/5/2024
FI
G
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BRI
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NORTH KERR AVE
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B
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1
3
1
9
SR
1
3
7
0
PRE
L
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DRA
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A
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F
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.
SA
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Y
P
T
.
PROPERTY LINE
ADJOINERS
RIGHT OF WAY
EX. EDGE OF PAVEMENT
RUNOFF DIRECTION
SPOT ELEVATION
PARKING LOT LANDSCAPING
LEGEND
25.5
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND DEVELOPMENT CODE.
2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
3. RUNOFF FROM ALL PROPOSED IMPERVIOUS SURFACES TO BE ROUTED TO PROPOSED OPEN INFILTRATION BASINS.
4. NO REGULATED TREES TO BE REMOVED DURING THIS PROJECT.
60'30'15'30'0'
Scale: 1"=30'
SI
T
E
,
G
R
A
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G
,
D
R
A
I
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,
&
ST
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A
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A
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PA
R
K
I
N
G
A
R
E
A
#
1
5-16-24 ADDED LAND USE AND
"ONE-WAY/DO NOT ENTER" SIGNS
8'
8'
8'
8
'
8'
8'
8'
8
'
10'
16
'
18
'
9'
20'
2
5
'
22
5:1
G
R
A
S
S
E
D
S
W
A
L
E
8'
8'
8'
8'
8'
8.2
50'
MEA
N
H
I
G
H
W
A
T
E
R
S
E
T
B
A
C
K
30'
M
E
A
N
H
I
G
H
W
A
T
E
R
S
E
T
B
A
C
K
30
'
M
E
A
N
H
I
G
H
W
A
T
E
R
S
E
T
B
A
C
K
50
'
M
E
A
N
H
I
G
H
W
A
T
E
R
S
E
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B
A
C
K
FLOOD ZONE LINE
FLOOD ZONE LINE
ASP
H
A
L
T
P
A
R
K
I
N
G
A
R
E
A
5'
7.5
7.5
5.2
5
5
'
3'
3'-5' GRASSED/VEGETATED STRIP
MATCH EX. ASPHALT
MATCH EX. ASPHALT
6" EXTRUDED CURBING
6" EXTRUDED CURBING
6" EXTRUDED CURBING
CURB OPENINGS
CURB OPENINGS
CURB OPENINGS
CURB OPENING
GRASSED SPILLWAY
ELEV. 7.0
7.75
7.75
7.75
1
0
PROPOSED OPEN INFILTRATION BASIN #2
TOB:7.5
FP: 7.0
BTM: 5.25
6.5
6.0
5.25
ONE WAY/DO NOT ENTER SIGNS
C-2
3
1" = 30'
SITE DATA ASPHALT PARKING AREA #2
PARCEL ID:R04500-005-001-000
CURRENT ZONING:R-20S
PROJECT ADDRESS:15 BRIDGE RD.
WILMINGTON, NC 28411
CURRENT OWNERS:FIGURE EIGHT ISLAND CLUB INC
15 BRIDGE RD.
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
*Calculated to MHWL*
EXISTING/PROPOSED USE:PARK & RECREATION AREA
PROPOSED IMPERVIOUS AREA:
ASPHALT PARKING AREA 8,705 S.F.
TOTAL PROPOSED IMPERVIOUS AREA:
GRASSED PARKING AREA 4,940 S.F.
ASPHALT PARKING AREA 8,705 S.F.
TOTAL:13,645 S.F.
PARKING REQUIRED:0 SPACES
PARKING PROVIDED:22 SPACES
PARKING LOT INTERIOR LANDSCAPING
REQUIRED 8,705 S.F. * 8% 696 S.F.
PROVIDED 700 S.F.
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2023-014
CLIENT INFORMATION:
Figure Eight Island Club, Inc.
15 Bridge Rd.
Wilmington, NC 28411
OF 7
JAE
CDC
CDC
24x36
4/5/2024
FI
G
U
R
E
E
I
G
H
T
Y
A
C
H
T
CL
U
B
SIT
E
AIRPORT
ATL
A
N
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C
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A
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A
S
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A
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W
A
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W
A
Y
BRI
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E
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D
.
NORTH KERR AVE
O
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W
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H
T
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B
O
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R
D
AC
O
R
N
B
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A
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C
H
R
D
S
R
1
3
1
9
SR
1
3
7
0
PRE
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I
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I
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A
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Y
DRA
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I
N
G
D
O
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A
C
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F
I
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P
T
.
SA
N
D
Y
P
T
.
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND DEVELOPMENT CODE.
2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
3. RUNOFF FROM ALL PROPOSED IMPERVIOUS SURFACES TO BE ROUTED TO PROPOSED OPEN INFILTRATION BASINS.
4. NO REGULATED TREES TO BE REMOVED DURING THIS PROJECT.
60'30'15'30'0'
Scale: 1"=30'
SI
T
E
,
G
R
A
D
I
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G
,
D
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A
I
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A
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,
&
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A
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I
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A
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A
#
2
PROPERTY LINE
ADJOINERS
RIGHT OF WAY
EX. EDGE OF PAVEMENT
RUNOFF DIRECTION
SPOT ELEVATION
3:1 GRASSED SWALE
PARKING LOT LANDSCAPING
LEGEND
25.5
5-16-24 ADDED LAND USE AND
"ONE-WAY/DO NOT ENTER" SIGNS
8'
8'
8'
GRASSED SPILLWAY
ELEV. 6.7
7.2
TEMPORARY
CONSTRUCTION
ENTRANCE
TEMPORARY BARRICADE
30
'
M
E
A
N
H
I
G
H
W
A
T
E
R
S
E
T
B
A
C
K
50
'
ME
A
N
H
I
G
H
W
A
T
E
R
S
E
T
B
A
C
K
30
'
M
E
A
N
H
I
G
H
W
A
T
E
R
S
E
T
B
A
C
K
50'
M
E
A
N
H
I
G
H
W
A
T
E
R
S
E
T
B
A
C
K
FLOOD ZONE LINE
FLOOD ZONE LINE
GR
A
S
S
E
D
P
A
R
K
I
N
G
A
R
E
A
6
7.2 8
9
5
5
.
0
7.0
5.0
7.2
MATCH EX. ASPHALT
MATCH EX. ASPHALT
7.6
7.5
7.5
MATCH EX. ASPHALT
C-3 4
1" = 30'
SITE DATA
PARCEL ID:R04500-005-001-000
CURRENT ZONING:R-20S
PROJECT ADDRESS:15 BRIDGE RD.
WILMINGTON, NC 28411
CURRENT OWNERS:FIGURE EIGHT ISLAND CLUB INC
15 BRIDGE RD.
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
*Calculated to MHWL*
TOTAL PROJECT DISTURBED AREA 1.08 ac.
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2023-014
CLIENT INFORMATION:
Figure Eight Island Club, Inc.
15 Bridge Rd.
Wilmington, NC 28411
OF 7
JAE
CDC
CDC
24x36
4/5/2024
FI
G
U
R
E
E
I
G
H
T
Y
A
C
H
T
CL
U
B
SIT
E
AIRPORT
ATL
A
N
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1
* Perimeter dikes,
ditches and slopes
GROUND STABILIZATION CRITERIA
7 Days
SITE AREA
DESCRIPTION
STABILIZATION
TIMEFRAME
STABILIZATION
TIMEFRAME
EXCEPTIONS
None
7 Days None
* High Quality
Water (HQW)
Zones
7 Days
If slopes are 10' or
less in length and
are not steeper than
2:1, 14 days are
allowed
* Slopes Steeper
than 3:1
14 Days* Slopes 3:1 or flatter
7-days for slopes
greater than 50 ft. in
length
14 Days* All other areas with
slopes flatter than 4:1
None (except for
perimeters & HQW
Zones)
SYMBOL
BUILDING WASTE HANDLING:
-NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
-DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST
BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE
ALTERNATIVES ARE AVAILABLE.
-EARTHEN MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES ARE AVAILABLE.
-CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS, OR BUFFERS.
INSPECTIONS:
-SAME WEEKLY REQUIREMENTS
-SAME RAIN GAUGE & INSPECTIONS AFTER 0.50" RAIN EVENT.
-INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS"
-INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS
UNLESS A SITE-SPECIFIC EXEMPTION IS APPROVED.
-RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
-ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN
CONDITIONS.
SEDIMENT BASINS:
-OUTLET STRUCTURES MUST BE WITHDRAWN FROM BASIN SURFACES UNLESS
DRAINAGE AREA IS LESS THAN 1 ACRE.
-USE ONLY DWQ APPROVED FLOCCULANTS.
NORTH CAROLINA TEMPORARY
GRASSING DETAIL
SEEDING MIXTURE SPECIES APPLICATION RATE
LATE WINTER & EARLY SPRING:
Rye (grain)100 (lb/acre)
Annual Iespedeza (Kobe in Piedmont
and Coastal Plain, Korean in Mountains)50 (lb/acre)
Omit annual Iespedeza when duration
of temporary cover is not to extend beyond June
SUMMER:
German Millet
In the Piedmont and Mountains,40 (lb/acre)
a small-stemmed sundangrass may be
substituted at a rate of 50 (lb/acre)
FALL:
Rye (grain)120 (lb/acre)
SEEDING DATES
LATE WINTER & EARLY SPRING:
Mountains - Above 2500 ft: Feb. 15-May 15
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
SUMMER:
Mountains - May 15-Aug. 15
Piedmont - May 1-Aug. 15
Coastal Plain - Apr. 15-Aug. 15
FALL:
Mountains - Aug. 15-Dec. 15
Coastal Plain and Piedmont - Aug. 15-Dec. 30
SOIL AMENDMENTS:
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
MULCH:
apply 4,000 lb/acre straw. anchor straw by tacking with asphalt, netting, or a
mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
MAINTENANCE:
Refertilize if growth is not fully adequate. reseed, refertilize and mulch immediately
following erosion or other damage.
NORTH CAROLINA PERMANENT
GRASSING DETAIL
SEEDING MIXTURE SPECIES APPLICATION RATE
FALL & WINTER:
Tall Fescue (blend of two or 200 (lb/acre)
three improved varieties)
Rye (grain) 25 (lb/acre)
SPRING & SUMMER:
Pensacola Bahiagrass 50 (lb/acre)
Sericea Lespedeza 30 (lb/acre)
Common Bermudagrass 10 (lb/acre)
German Millet 10 (lb/acre)
Tall Fescue 50 (lb/acre)
SEEDING DATES
FALL & WINTER:
January - April
August - December
SOIL AMENDMENTS:
Apply lime and fertilizer according to soil tests, or apply 3.000-5,000 lb/acre
ground agricultural limestone (use the lower rate on sandy soils) and 1,000 lb/acre
10-10-10 fertilizer.
MAINTENANCE:
Fertilize according to soil tests or apply 40 lb/acre nitrogen in January or february,
40 lb in September and 40 lb in November, from a 12-4-8, 16-4-8, or similar turf
fertilizer. Avoid fertilizer applications during warm weather, as this increases stand
losses to disease. Reseed, fertilize, and mulch damaged areas immediately. mow to
a height of 2.5-3.5 inches as needed.
SPRING & SUMMER:
April 1 - July 15
SOIL AMENDMENTS:
Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground
agriculture limestone and 500 lb/acre 10-10-10 fertilizer.
MAINTENANCE:
Refertilize the following april with 50 lb/acre nitrogen. Repeat as growth requires.
may be mowed only once a year. Where a neat appearance is desired, omit sericea
and mow as often as needed.
MULCH:
apply 4,000 lb/acre straw. anchor straw by tacking with asphalt, netting, or a
mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
MAINTENANCE PLAN:
1.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2.ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF 2-3 INCH STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO
THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3.SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, ROCK
DOUGHNUT INLET PROTECTION, SEDIMENT TRAP BAFFLES, AND ROCK PIPE INLET PROTECTION
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS
WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT
SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE
REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER
EVERY RAIN EVENT.
4.SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF
FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA
STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX WHEN
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT
LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF IT
BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED.
CONSTRUCTION SEQUENCE:
CONSTRUCTION OF SITE TO START WITH INSTALLATION OF CONSTRUCTION ENTRANCE AND SILT
FENCE ALONG ALL LOCATIONS PER PLANS. UPON INSTALLATION OF SILT FENCE, TREES SHOULD BE
REMOVED IN LOCATIONS AS NECESSARY. ALL SLOPED AREAS SHOULD BE SEEDED IN ACCORDANCE TO
SPECIFICATIONS. SLOPE STABILIZATION IS WITHIN 21 CALENDAR DAYS OF ANY PHASE OF
CONSTRUCTION. ALL OTHER AREAS MUST BE STABILIZED WITH IN 15 WORKING DAYS. CONTRACTOR
TO FOLLOW NPDES STABILIZATION REQUIREMENTS PER TABLE ON THIS SHEET AS WELL. MOST
STRINGENT REQUIREMENT TO BE MET.
1.GENERAL CLEARING AND GRADING OF THIS SITE WILL NOT BE DONE UNTIL THE TEMPORARY
SILT FENCE & CONSTRUCTION ENTRANCE HAS BEEN INSTALLED.
2.NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR EVERY RUN OF 3
FEET (1 VERTICAL TO 3 HORIZONTAL).
3.NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
4.INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
INCLUDING BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, TREE
PROTECTION FENCE & SEDIMENT BASINS. CONTRACTOR TO BE FAMILIAR WITH USACOE GENERAL
PERMIT CONDITIONS FOR ROAD CROSSINGS. SPECIFIC CONSTRUCTION METHODS MAY BE
REQUIRED ABOVE AND BEYOND WHAT IS SPECIFIED IN THIS PLAN. INSTALL ALL SECONDARY
EROSION CONTROL MEASURES, SUCH AS INLET PROTECTION AS SOON AS POSSIBLE AFTER
BEGINNING CONSTRUCTION.
5.ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE AND INLET
PROTECTION TO BE CLEANED WHEN HALF FULL.
6.A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
7.MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
8.MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN
PROVE TO BE LESS EFFECTIVE.
9.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
60'30'15'30'0'
Scale: 1"=30'
PROPERTY LINE
ADJOINERS
RIGHT OF WAY
EX. EDGE OF PAVEMENT
RUNOFF DIRECTION
SPOT ELEVATION
3:1 GRASSED SWALE
LIMITS OF DISTURBANCE
SILT FENCE
LEGEND
25.5
8'
8'
8'
8
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8'
8'
8'
8
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10'
5:1
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8'
8'
8.2
TEMPORARY
CONSTRUCTION
ENTRANCE
TEMPORARY BARRICADE
50'
MEA
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FLOOD ZONE LINE
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7.5
7.5
5.25
5
'
3'
3'-5' GRASSED/VEGETATED STRIP
MATCH EX. ASPHALT
MATCH EX. ASPHALT
GRASSED SPILLWAY
ELEV. 7.0
7.75
7.75
7.75
1
0
PROPOSED OPEN INFILTRATION BASIN #2
TOB:7.5
FP: 7.0
BTM: 5.25
6.5
6.0
5.25
C-4 5
1" = 30'
SITE DATA
PARCEL ID:R04500-005-001-000
CURRENT ZONING:R-20S
PROJECT ADDRESS:15 BRIDGE RD.
WILMINGTON, NC 28411
CURRENT OWNERS:FIGURE EIGHT ISLAND CLUB INC
15 BRIDGE RD.
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
*Calculated to MHWL*
TOTAL PROJECT DISTURBED AREA 1.08 ac.
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2023-014
CLIENT INFORMATION:
Figure Eight Island Club, Inc.
15 Bridge Rd.
Wilmington, NC 28411
OF 7
JAE
CDC
CDC
24x36
4/5/2024
FI
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NORTH KERR AVE
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#
2
4-16-24 ADDED WATTLES TO PROP. SWALE.
60'30'15'30'0'
Scale: 1"=30'
PROPERTY LINE
ADJOINERS
RIGHT OF WAY
EX. EDGE OF PAVEMENT
RUNOFF DIRECTION
SPOT ELEVATION
3:1 GRASSED SWALE
LIMITS OF DISTURBANCE
SILT FENCE
WATTLE
LEGEND
25.5
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF 2-3 INCH STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO
THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, ROCK
DOUGHNUT INLET PROTECTION, SEDIMENT TRAP BAFFLES, AND ROCK PIPE INLET PROTECTION
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS
WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT
SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE
REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER
EVERY RAIN EVENT.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF
FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA
STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX WHEN
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT
LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF IT
BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED.
5. INSPECT WATTLES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH
OR GREATER). REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE WATTLE
MUST BE REPLACED IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE WATTLE MAY
NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE WATTLE
NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE WATTLE SHALL BE
INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS
BEEN PERMANENTLY STABILIZED.
CONSTRUCTION SEQUENCE:
CONSTRUCTION OF SITE TO START WITH INSTALLATION OF CONSTRUCTION ENTRANCE AND SILT
FENCE ALONG ALL LOCATIONS PER PLANS. UPON INSTALLATION OF SILT FENCE, TREES SHOULD BE
REMOVED IN LOCATIONS AS NECESSARY. ALL SLOPED AREAS SHOULD BE SEEDED IN ACCORDANCE TO
SPECIFICATIONS. SLOPE STABILIZATION IS WITHIN 21 CALENDAR DAYS OF ANY PHASE OF
CONSTRUCTION. ALL OTHER AREAS MUST BE STABILIZED WITH IN 15 WORKING DAYS. CONTRACTOR
TO FOLLOW NPDES STABILIZATION REQUIREMENTS PER TABLE ON THIS SHEET AS WELL. MOST
STRINGENT REQUIREMENT TO BE MET.
1. GENERAL CLEARING AND GRADING OF THIS SITE WILL NOT BE DONE UNTIL THE TEMPORARY
SILT FENCE & CONSTRUCTION ENTRANCE HAS BEEN INSTALLED.
2. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR EVERY RUN OF 3
FEET (1 VERTICAL TO 3 HORIZONTAL).
3. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
4. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
INCLUDING BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, TREE
PROTECTION FENCE & SEDIMENT BASINS. CONTRACTOR TO BE FAMILIAR WITH USACOE GENERAL
PERMIT CONDITIONS FOR ROAD CROSSINGS. SPECIFIC CONSTRUCTION METHODS MAY BE
REQUIRED ABOVE AND BEYOND WHAT IS SPECIFIED IN THIS PLAN. INSTALL ALL SECONDARY
EROSION CONTROL MEASURES, SUCH AS INLET PROTECTION AS SOON AS POSSIBLE AFTER
BEGINNING CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE AND INLET
PROTECTION TO BE CLEANED WHEN HALF FULL.
6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
7. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
8. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN
PROVE TO BE LESS EFFECTIVE.
9. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
C-5 6
DE
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NTS
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2023-014
CLIENT INFORMATION:
Figure Eight Island Club, Inc.
15 Bridge Rd.
Wilmington, NC 28411
OF 7
JAE
CDC
CDC
24x36
4/5/2024
FI
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4-16-24 ADDED WATTLE DETAIL.
NTS
2" S9.5B
8" ABC
PAVEMENT SECTION
COMPACTED
SUBGRADE
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE,
ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE PROPERLY PERMITTED FACILITY AS REQUIRED.
9. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF ACTUAL
CLEARANCES ARE LESS THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. ANY
CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN
ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
10. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL" AT LEAST 48 HOURS BEFORE
COMMENCING CONSTRUCTION.
11. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY
EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE
PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
13. CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES DAMAGED OR
OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
14. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO
THE ENGINEER PRIOR TO INSTALLATION.
15. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
16. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
17. ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY. GEOTECHNICAL ENGINEER TO BE
CONSULTED AT CONTRACTORS COST AS NECESSARY.
18. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL
AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
19. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
20. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST
WILL BE PAID FOR BY THE CONTRACTOR.
21. ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
PROPOSED DRIVEWAY GRADE
2% MIN SLOPE
6' MIN FROM EX. EOP
TYPICAL DRIVEWAY GRADING SECTION
NTS
(;52$'6/23(
WHEEL STOP DETAIL
NTS
1. CONTRACTOR SHALL INSTALL PER CITY OF WILMINGTON TECHNICAL STANDARD PER SD 15-13
NOTE:
WIDTH x LENGTH x HEIGHT
1/2"1/2"6'-11"
FRONT VIEW
+2/(6
1/2"
END VIEW
4"
4.5"
1/2"8"
9" x 7'-0" x 4"
4000 PSI @
4 - #4 REBAR
28 DAYS
CONCRETE:
REINFORCING:
PLAN VIEW
12"7'12"
2. CONTRACTOR SHALL INSTALL WHEEL STOP 2.5' FROM SIDEWALK.
MIN. 12-1/2 GA.
INTERMEDIATE WIRES
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
36" IN WIDTH. FABRIC SHALL BE FASTENED
SELF-FASTENER STEEL ANGLE TYPE.
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
TEMPORARY SILT FENCE
NTS
SPACING.
ENGINEER.
NOTES:
VARIES (6'-8' MIN.)
AS DIR. BY ENG.
STEEL POST
FI
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R
F
A
B
R
I
C
WIRE FABRIC
FILTER FABRIC
4"
8"6"
ANCHOR
FABRIC
SKIRT AS
DIRECTED
BY
ENGINEER
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
PUB
L
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O
A
D
COARSE AGGREGATE
2" - 3"
8" MIN.REQ
U
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E
D
AS
50'
M
I
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.
12' M
I
N
.
GEO FABRIC LINER
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
NOTE:
ENTRANCE. WHICHEVER IS GREATER.
BOTTOM OF
SPILLWAY EL. 6.7
3
1
3
1
TOP OF BANK1
3
10'
EL. 6.7
EL. 7.0
GRASSED SPILLWAY DETAIL BASIN #1
NTS
EL. 7.0
7.0
TOP OF BANK
3
1
BOTTOM EL. 5.0
* BASIN BOTTOM TO BE SEEDED IN ACCORDANCE TO SEEDED & MULCHED.
3
1
OPEN INFILTRATION BASIN #1 SECTION
NTS
* BASIN SIDE SLOPES TO BE SODDED.
SIDE SLOPES TO BE SODDED
* ANY PORTION OF OPEN INFILTRATION BASIN USED FOR S&EC DURING CONSTRUCTION MUST BE
CLEANED OUT AND RETURNED TO DESIGN STATE BEFORE USE AS AN OPEN INFILTRATION BASIN.
BOTTOM OF
SPILLWAY EL. 7.0
3
1
51
TOP OF BANK1
3
10'
EL. 7.0
EL. 7.5
GRASSED SPILLWAY DETAIL BASIN #2
NTS
EL. 7.5
7.5
TOP OF BANK
3
1
BOTTOM EL. 5.25
* BASIN BOTTOM TO BE SEEDED IN ACCORDANCE TO SEEDED & MULCHED.
3
1
OPEN INFILTRATION BASIN #2 SECTION
NTS
* BASIN SIDE SLOPES TO BE SODDED.
SIDE SLOPES TO BE SODDED
* ANY PORTION OF OPEN INFILTRATION BASIN USED FOR S&EC DURING CONSTRUCTION MUST BE
CLEANED OUT AND RETURNED TO DESIGN STATE BEFORE USE AS AN OPEN INFILTRATION BASIN.
NTS
5:1 S
L
O
P
E
5:1 SLO
P
E
10
"
M
I
N
.
TYPICAL GRASS SWALE
NOTES:
1. ALL SWALES TO BE IMMEDIATELY LINED WITH
EXCELSIOR MAT AND SEEDED IN ACCORDANCE WITH
SPECIFICATIONS.
EXTRUDED CURB DETAIL
NTS
1"
3/8" CONTINUOUS
CABLE
STEEL AIRCRAFT
6"
6"
3"
C-6
7
DE
T
A
I
L
S
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2023-014
CLIENT INFORMATION:
Figure Eight Island Club, Inc.
15 Bridge Rd.
Wilmington, NC 28411
OF 7
JAE
CDC
CDC
24x36
4/5/2024
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NTS