2022-027 Tidewater Pickleball Courts_9-30-22N
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DB 1824
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R01100-009-015-000
DB 4149, PG 127
ZONING: B-2
USE: VACANT
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W8
W9
W10
W11
W12
W13
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W15
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W18
W19
W20
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W22
W23
W24
W2
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W26
W27W2
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W29
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W3
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100'
6
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(
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65.02'
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50'50'
21"LOB
11/12
"
S
Y
C
10"LAUREL
9"
L
A
U
R
E
L
12"LAUREL
9"WATEROAK
15"GU
M
10"WAT
E
R
O
A
K
16"WAT
E
R
O
A
K
A1/C1
C2
A2
B11
B10
B9
B8
B7
B6
B4
B3
B2
B1
A12A11
A10
A8
A7
A6
A5
A4
A3
C8
C7
C6
C5
C4
C3
1
:
1.47' (TIE)
EIPPT
EIPPT
EIPPT(
B
)
EIPO(B
)
EIPO(D
)
EIPO
EIPPT
EIPPT
MNF
MNS
PP
PP
PPPP
ECM
CENTERLINE OFF 100'
PWER TRANSMISSION LINE
RIGHT OF WAY
(NO DEED FOUND)
WIDTH SHOULD BE VERIFIED
WITH DUKE ENERGY.EX. WETLANDS
0.113 ACRES
24" RCP
(ESTIMATED)
DRAIN PIPE
),//(',1
FES IE 10.71'
FES IE 10.54'
IE 11.22'
IE 11.82'
N: 217,748.10
E: 2,332,883.76
ELEVATION
BENCHMARK
ELEV.=17.02
NAVD 88 DATUM
LINE BEARING DISTANCE
W1 1
:30.79'
W2 1
(1.20'
W3 1
(33.11'
W4 1
(35.08'
W5 1
(35.68'
W6 1
(43.34'
W7 1
(38.74'
W8 1
(29.79'
W9 1
(50.79'
W10 1
(26.70'
W11 6
(27.73'
W12 1
:20.46'
W13 6
:28.55'
W14 6
:40.39'
W15 1
(27.78'
W16 6
:45.23'
W17 6
:23.21'
W18 6
:29.78'
W19 6
:28.69'
W20 6
:32.55'
W21 6
:26.38'
W22 6
(71.14'
W23 6
:31.79'
W24 6
:30.62'
W25 6
:31.52'
W26 6
:28.63'
W27 6
:31.16'
W28 1
(36.60'
W29 1
(29.80'
W30 1
:31.39'
W31 1
:25.38'
W32 1
(25.73'
W33 1
(12.12'
WETLAND LINE TABLE
SIDEW
A
L
K
SID
E
W
A
L
K
PROP.
PARKI
N
G
AREA
PROP.
PARKI
N
G
AREA
PROP.
PARKI
N
G
AREA
PROP.
PARKI
N
G
AREA
PROP.
C
O
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AREA
PRO S
H
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/
L
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S
& REST
A
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A
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FFE: 2
4
.
0
PROP.
COVER
E
D
COURT
AREA
1
4
4
.
3
0
'
(
4
0
4
T
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E
)
N: 218,286.57
E: 2,332,472.01
EX.
ASPHALT
DRIVE
A
P
P
R
O
X
.
L
O
C
A
T
I
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N
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X
.
1
2
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REB ACQUISITIONS LLC
R01800-001-009-000
DB 5104, PG 1985
ZONING: I-2
USE: INDUSTRIAL
U
.
S
.
H
I
G
H
W
A
Y
1
1
7
WETLANDS TO
REMAIN
0.09 ACRES
C-0
1
EX
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T
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PL
A
N
1" = 60'
PROPERTY LINE
ADJOINERS
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
TREE TO BE REMOVED
LEGEND
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2022-027
CLIENT INFORMATION:
Tidewater Investment Company, LLC
1121 Military Cutoff Rd., Suite C
Wilmington, NC 28405
OF 7
JAE
CDC
CDC
24x36
9/30/2022
TI
D
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SITE
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NORTH KERR AVE
NORTH KERR AVE
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Prince George Ave
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SITE DATA
PARCEL ID:R01800-002-001-000
CURRENT ZONING:CZD CB (Z22-12)
PROJECT ADDRESS:5000 N COLLEGE RD.
CASTLE HAYNE, NC 28429
CURRENT OWNER:TIDEWATER INVESTMENT COMPANY, LLC
1121 MILITARY CUTOFF RD SUITE-C
WILMINGTON, NC 28405
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
TOTAL DISTURBED AREA 6.0 ac.
EXISTING ONSITE IMPERVIOUS AREAS: 0.0 SF
SOILS TYPE: Le (Leon Sand- Group A/D)85.8%
Ke (Kenansville fine sand - Group A) 14.2%
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 VERNON DEREK DANFORD, PLS, L-4528
4. SITE IS LOCATED IN ZONE "X" PER FRIS ON FIRM MAP NUMBER 3720323100K, DATED 8/28/2018.
5. WETLANDS SHOWN PER SOUTHERN ENVIRONMENTAL GROUP REPORT DATED 3/2/22.
6. NO SIGNIFICANT TREES EXIST ON-SITE.
TREE PRESERVATION NOTES:
1. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, APPROVED TREE
PROTECTION FENCING, SUCH AS SAFETY BARRIER FENCING, A WOODEN SLAT SNOW FENCE OR
WIRE FENCE, SHALL BE INSTALLED AROUND PROTECTED TREES OR TREE STANDS LOCATED IN
CONSTRUCTION AREAS OR OTHER SITE AREAS THAT WILL BE DISTURBED BY CONSTRUCTION
ACTIVITIES. THE FENCING SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AND BE OF
DURABLE CONSTRUCTION. TREE PROTECTIVE FENCING SHALL REMAIN IN PLACE THROUGH
COMPLETION OF CONSTRUCTION ACTIVITIES.
2. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE
TREE PROTECTION FENCING.
3. IF AN EXISTING TREE RETAINED TO COMPLY WITH THE STANDARDS OF THIS SECTION IS
DESTROYED, SUBSTANTIALLY DAMAGED, OR DIES AS A RESULT OF NEGLIGENCE ON THE PART
OF THE PROPERTY OWNER WITHIN THREE YEARS AFTER COMPLETION OF CONSTRUCTION,
THEN REPLACEMENT TREES SHALL BE PLANTED ON THE SITE WITH A TOTAL DIAMETER EQUAL
TO TWICE THE DIAMETER OF THE RETAINED TREE. A MINIMUM GROWING AREA OF 144
SQUARE FEET SHALL BE PROVIDED FOR EACH REPLACEMENT TREE. IF THE PLANNING
DIRECTOR DETERMINES IT IS INFEASIBLE OR FOR REPLACEMENT TREE(S) TO BE
$&&2002'$7('217+(6,7(7+(1$3$<0(170$<%(0$'(727+(&2817<¶675((
IMPROVEMENT FUND EQUIVALENT TO THE PRICING STANDARDS IN THE COUNTY FEE
SCHEDULE.
120'60'30'60'0'
Scale: 1"=60'
N
.
C
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DB 6196
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DB 514
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JH LAND, LLC
R01100-009-015-000
DB 4149, PG 127
ZONING: B-2
USE: VACANT
NA
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8
3
(
2
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1
2
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EX. GRA
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100'
60' AC
C
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S
S
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A
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M
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N
T
50'50'
21"LOB
11/12"
S
Y
C
15"GUM
10"WAT
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R
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A
K
16"WA
T
E
R
O
A
K
PP
PP
PPPP
25
'
R
E
A
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S
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T
B
A
C
K
20' SID
E
S
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T
B
A
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20' SID
E
S
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B
A
C
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&
B
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F
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A
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D
2
0
'
F
R
O
N
T
S
E
T
B
A
C
K
CENTERLINE OFF 100'
PWER TRANSMISSION LINE
RIGHT OF WAY
(NO DEED FOUND)
WIDTH SHOULD BE VERIFIED
WITH DUKE ENERGY.
PRO S
H
O
P
/
L
O
C
K
E
R
S
& REST
A
U
R
A
N
T
FFE: 2
4
.
0
GREEN
S
P
A
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PL
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G
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STADI
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COVER
E
D
COURT
S
COVER
E
D
COURT
S
7
12 12
16
8
20
9
10
17
21
24" RCP
(ESTIMATED)
DRAIN PIPE
),//(',1
FES IE 10.71'
FES IE 10.54'
IE 11.22'
IE 11.82'
15
'
10'
18'
(TYP)
9'
(
T
Y
P
)
24'
4
ADA PARKING SIGN
(TYP)
5'
6.5' SID
E
W
A
L
K
5'
WHEEL STOP
(TYP)
EX.
ASPHALT
DRIVE
2
4
'
10' X 70' NCDOT
SIGHT TRIANGLE
TYP.
8'5'
8'
320 sf
190 sf
240 sf
195 sf
345 sf
210 sf
165 sf
190 sf
185 sf
210 sf
210 sf
210 sf
210 sf
240 sf
240 sf
A
P
P
R
O
X
.
L
O
C
A
T
I
O
N
E
X
.
1
2
"
S
S
F
M
R35
'
(TY
P
)
REB ACQUISITIONS LLC
R01800-001-009-000
DB 5104, PG 1985
ZONING: I-2
USE: INDUSTRIAL
U
.
S
.
H
I
G
H
W
A
Y
1
1
7
21.5
PROPOSED WET DETENTION BASIN
TOB: 21.5
FP: 17.7
NP: 16.0
BTM: 8.0
8.0
11.0
17.7
WETLANDS TO
REMAIN
0.09 ACRES
16.0
C-1
2
1" = 60'
SITE DATA
PARCEL ID:R01800-002-001-000
CURRENT ZONING:CZD CB (Z22-12)
PROJECT ADDRESS:5000 N COLLEGE RD.
CASTLE HAYNE, NC 28429
CURRENT OWNER:TIDEWATER INVESTMENT COMPANY, LLC
1121 MILITARY CUTOFF RD SUITE-C
WILMINGTON, NC 28405
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
PROPOSED USE:INDOOR/OUTDOOR RECREATIONAL
FACILITY, RESTAURANT AND CLUBHOUSE
BUILDING SIZE:13,600 S.F. GFA (6,800 S.F. PER FLOOR)
COVERED COURTS SIZE:6)522)
+(,*+7
BUILDING HEIGHT:
6725,(6
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 6)· 6)
BUILDING SETBACKS:
FRONT:REQUIRED= 20'PROPOSED= 317'
SIDE:REQUIRED= 20'PROPOSED= 116'L/122' R
REAR:REQUIRED= 25'PROPOSED= 526'
PARKING REQUIRED:
Outdoor Recreation Establishment Use: (4/1,000 sf activity area)
*21,920 SF/1000 X 4 = 88 SPACES
*22 Courts @ 880 S.F. each & Playground @ 2,560 S.F.
Restaurant Use: (6/1,000 sf seating area)
4,000 SF/1000 X 6 = 24 SPACES
TOTAL PARKING REQUIRED:112 SPACES
PARKING PROVIDED:136 SPACES (5 ADA)
PARKING LOT INTERIOR LANDSCAPING
REQUIRED 43,750 S.F. X 8% 3,500 S.F.
PROVIDED 3,945 S.F.
STREETYARD: (18 S.F./LF FRONTAGE. 9' MIN./27' MAX. WIDTHS)
484 LF FRONTAGE - 25 LF DRIVEWAYS = 459 LF FRONTAGE
REQUIRED: 18' X 459 LF 8,262 S.F.
PROVIDED:8,460 S.F.
ESTIMATED TRIP GENERATION (Per Trip Generation Manual):
22 COURT RACQUET CLUB (ITE CODE 491)
AM PEAK: 29 PM PEAK: 74 DAILY: 851
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2022-027
CLIENT INFORMATION:
Tidewater Investment Company, LLC
1121 Military Cutoff Rd., Suite C
Wilmington, NC 28405
OF 7
JAE
CDC
CDC
24x36
9/30/2022
TI
D
E
W
A
T
E
R
PI
C
K
L
E
B
A
L
L
C
O
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T
S
SITE
AIRPORT
BLU
E
C
L
A
Y
R
D
NORTH KERR AVE
NORTH KERR AVE
O
L
D
W
R
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H
T
S
B
O
R
O
R
D
AC
O
R
N
B
R
A
N
C
H
R
D
S
R
1
3
1
9
SR
1
3
7
0
PRE
L
I
M
I
N
A
R
Y
DRA
W
I
N
G
D
O
N
O
T
U
S
E
FOR
C
O
N
S
T
R
U
C
T
I
O
N
SITE
N
C
o
l
l
e
g
e
R
d
Cas
t
l
e
H
a
y
n
e
R
d
Garden Place Dr
Ca
s
t
l
e
H
a
y
n
e
R
d
Prince George Ave
Ki
n
g
s
C
a
s
t
l
e
L
n
Ra
i
l
r
o
a
d
PROPERTY LINE
EXISTING EDGE OF PAVEMENT
PROPOSED EASEMENT
PARKING LOT LANDSCAPING
STREETYARD LANDSCAPING
LEGEND
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. NO SIGNS ARE PROPOSED AT THIS TIME. ANY FUTURE PROPOSED SIGN IS SUBJECT TO
SECTION 5.6. OF THE UDO.
FIRE & SAFETY NOTES:
1. BUILDING WILL NOT BE SPRINKLED
2. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL
TIMES DURING CONSTRUCTION.
3. BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE
CODE APPENDIX J" REQUIREMENTS.
4.CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL
BUILDINGS THAT DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL
LEVELS MEET THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.
SI
T
E
P
L
A
N
120'60'30'60'0'
Scale: 1"=60'
N
.
C
.
H
I
G
H
W
A
Y
1
3
2
N
O
R
T
H
C
O
L
L
E
G
E
R
O
A
D
(
2
0
0
'
P
U
B
L
I
C
R
/
W
)
NA
D
8
3
(
2
0
1
2
B
)
Ba
s
i
s
o
f
B
e
a
r
i
n
g
s
EX. GRA
V
E
L
D
R
I
V
E
100'
60' AC
C
E
S
S
E
A
S
E
M
E
N
T
50'50'
21"LOB
11/12"
S
Y
C
15"GUM
10"WAT
E
R
O
A
K
16"WA
T
E
R
O
A
K
PP
PP
PPPP
25
'
R
E
A
R
S
E
T
B
A
C
K
20' SID
E
S
E
T
B
A
C
K
20' SID
E
S
E
T
B
A
C
K
&
B
U
F
F
E
R
Y
A
R
D
2
0
'
F
R
O
N
T
S
E
T
B
A
C
K
CENTERLINE OFF 100'
PWER TRANSMISSION LINE
RIGHT OF WAY
(NO DEED FOUND)
WIDTH SHOULD BE VERIFIED
WITH DUKE ENERGY.
PRO S
H
O
P
/
L
O
C
K
E
R
S
& REST
A
U
R
A
N
T
FFE: 2
4
.
0
GREE
N
S
P
A
C
E
PL
A
Y
G
R
O
U
N
D
STADI
U
M
COVER
E
D
COURT
S
COVER
E
D
COURT
S
7
12 12
16
8
20
9
10
17
21
24" RCP
(ESTIMATED)
DRAIN PIPE
),//(',1
FES IE 10.71'
FES IE 10.54'
IE 11.22'
IE 11.82'
15
'
10'
18'
(TYP)
9'
(
T
Y
P
)
24'
4
5'
6.5' SID
E
W
A
L
K
5'
WHEEL STOP
(TYP)
EX.
ASPHALT
DRIVE
2
4
'
10' X 70' NCDOT
SIGHT TRIANGLE
TYP.
8'5'
8'
WELL
PROP. WELL LOCATION
(PERMITTING BY OTHERS)
A
P
P
R
O
X
.
L
O
C
A
T
I
O
N
E
X
.
1
2
"
S
S
F
M
GT
SANITARY SEWER LIFT STATION
(SEE DETAILS)
2" SDR
-
2
1
P
V
C
S
S
F
M
@
3
6
"
M
I
N
.
B
U
R
Y
(1) TIE TO EX. SS FORCEM MAIN
PER CFPUA SPECIFICATIONS
10'10' X 15' X 4' DEEP
BORE PIT
2" HPDE FM (DIRECTIONAL BORE)
10'
41'
87'R35
'
(TY
P
)
50'
U
.
S
.
H
I
G
H
W
A
Y
1
1
7
1
8
"
R
C
P
DI#1
DI#2
DI#3
DI#4
YI#5
DI#5
YI#4
YI#1
YI#2
YI#3
24" FES
INV: 15.5
24
"
R
C
P
15" RCP
18
"
R
C
P
18" RC
P
18
"
R
C
P
15
"
R
C
P
CLEAN OUT 3:1
*5$66('/)
21.5
18
"
R
C
P
PROPOSED WET DETENTION BASIN
TOB: 21.5
FP: 17.7
NP: 16.0
BTM: 8.0
15" RCP
8.0
11.0
17.7
WETLANDS TO
REMAIN
0.09 ACRES
16.0
C-2
3
1" = 60'
SITE DATA
PARCEL ID:R01800-002-001-000
CURRENT ZONING:CZD CB (Z22-12)
PROJECT ADDRESS:5000 N COLLEGE RD.
CASTLE HAYNE, NC 28429
CURRENT OWNER:TIDEWATER INVESTMENT COMPANY, LLC
1121 MILITARY CUTOFF RD SUITE-C
WILMINGTON, NC 28405
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
PROPOSED USE:INDOOR/OUTDOOR RECREATIONAL
FACILITY, RESTAURANT AND CLUBHOUSE
BUILDING SIZE:13,600 S.F. GFA (6,800 S.F. PER FLOOR)
COVERED COURTS SIZE:6)522)
+(,*+7
BUILDING HEIGHT:
6725,(6
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 6)· 6)
BUILDING SETBACKS:
FRONT:REQUIRED= 20'PROPOSED= 317'
SIDE:REQUIRED= 20'PROPOSED= 116'L/122' R
REAR:REQUIRED= 25'PROPOSED= 526'
PROPOSED IMPERVIOUS AREAS:
ROOFS 34,728 S.F.
ASPHALT PARKING/DRIVE AREA 43,750 S.F.
COURTS AND WALKWAYS 54,000 S.F.
CONCRETE SIDEWALK, C.&G., ETC. 5,000 S.F.
PLAYGROUND 2,560 S.F.
FUTURE 1,962 S.F.
TOTAL 142,000 S.F (41.8%)
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND: 2,700 GPD
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2022-027
CLIENT INFORMATION:
Tidewater Investment Company, LLC
1121 Military Cutoff Rd., Suite C
Wilmington, NC 28405
OF 7
JAE
CDC
CDC
24x36
9/30/2022
TI
D
E
W
A
T
E
R
PI
C
K
L
E
B
A
L
L
C
O
U
R
T
S
SITE
AIRPORT
BLU
E
C
L
A
Y
R
D
NORTH KERR AVE
NORTH KERR AVE
O
L
D
W
R
I
G
H
T
S
B
O
R
O
R
D
AC
O
R
N
B
R
A
N
C
H
R
D
S
R
1
3
1
9
SR
1
3
7
0
PRE
L
I
M
I
N
A
R
Y
DRA
W
I
N
G
D
O
N
O
T
U
S
E
FOR
C
O
N
S
T
R
U
C
T
I
O
N
SITE
N
C
o
l
l
e
g
e
R
d
Cas
t
l
e
H
a
y
n
e
R
d
Garden Place Dr
Ca
s
t
l
e
H
a
y
n
e
R
d
Prince George Ave
Ki
n
g
s
C
a
s
t
l
e
L
n
Ra
i
l
r
o
a
d
PROPERTY LINE
RUNOFF DIRECTION
EXISTING EDGE OF PAVEMENT
PROPOSED EASEMENT
PROPOSED WATERLINE
PROPOSED SANITARY SEWER LINE
PROPOSED SANITARY SEWER FORCE MAIN
ENERGY DISSIPATER
SPOT ELEVATION
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.
1. EXISTING SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE
FEAR PUBLIC UTILITY AUTHORITY PUBLIC MAINS.
2. WATER WILL BE PROVIDED VIA ON-SITE PRIVATE WELLS TO BE PERMITTED BY OTHERS.
3. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL
BE INSTALLED UNDERGROUND.
4. ALL SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS.
5. WATER & SEWER SERVICES CAN NOT BE ACTIVATED ON NEW MAINS UNTIL THE ENGINEER'S
CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY THE PUBLIC
WATER SUPPLY SECTION OF NCDENR, AND "FINAL ENGINEERING CERTIFICATION" ISSUED BY
DIVISION OF WATER QUALITY SECTION OF NCDENR.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING
UTILITIES DURING CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS
RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER,
PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS
SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL
ITEM.
7. THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT
910-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT IN ORDER TO FACILITATE
GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY.
8. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE
ESTABLISHED. * POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. *
BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP.
9. ALL RUNOFF FROM IMPERVIOUS SURFACES TO BE DIRECTED TO PIPED STORM DRAIN SYSTEM.
10. ANY FLOOD LIGHTS, SPOT LIGHTS, OR ANOTHER LIGHTING DEVICE SHALL BE ARRANGED OR
SHIELDED SO AS NOT TO CAST ILLUMINATION IN AN UPWARD DIRECTION ABOVE AN
IMAGINARY LINE EXTENDED FROM THE LIGHT SOURCE PARALLEL TO THE GROUND.
11. SOLID WASTE DISPOSAL BY PRIVATE DUMPSTER SERVICE.
12.ANY EXISTING SEWER AND WATER SERVICES NOT BEING UTILIZED ARE TO BE ABANDONED TO
THE MAIN PER CFPUA STANDARDS.
UTILITY NOTES:
FIRE & SAFETY NOTES:
1. BUILDING WILL NOT BE SPRINKLED
2. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT
ALL TIMES DURING CONSTRUCTION.
3. BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC
FIRE CODE APPENDIX J" REQUIREMENTS.
4.CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL
BUILDINGS THAT DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO
SIGNAL LEVELS MEET THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.
GR
A
D
I
N
G
,
D
R
A
I
N
A
G
E
,
ST
O
R
M
W
A
T
E
R
&
U
T
I
L
I
T
I
E
S
P
L
A
N
120'60'30'60'0'
Scale: 1"=60'
N
.
C
.
H
I
G
H
W
A
Y
1
3
2
N
O
R
T
H
C
O
L
L
E
G
E
R
O
A
D
(
2
0
0
'
P
U
B
L
I
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R
/
W
)
VIRGI
N
I
A
P
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R
K
I
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S
R01100-
0
0
9
-
0
0
6
-
0
0
1
DB 619
6
,
P
G
6
5
4
ZONIN
G
:
R
-
1
5
USE: R
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S
I
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I
A
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GARY
M
O
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E
R01100
-
0
0
9
-
0
1
0
-
0
0
0
DB 5149
,
P
G
3
8
2
ZONIN
G
:
R
-
1
5USE: R
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S
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DELLA
K
I
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S
H
A
W
&
B
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N
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A
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I
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S
H
A
W
R01100-
0
0
9
-
0
1
1
-
0
0
0
DB 1824
,
P
G
5
2
7
ZONIN
G
:
R
-
1
5
USE: RE
S
I
D
E
N
T
I
A
L
HOWA
R
D
B
R
O
W
N
R01100
-
0
0
9
-
0
1
4
-
0
0
0
DB 259
9
,
P
G
1
9
7
ZONIN
G
:
R
-
1
5
USE: V
A
C
A
N
T
HELE
N
M
c
I
N
T
Y
R
E
L
I
N
G
H
E
I
R
S
R01100
-
0
0
9
-
0
0
6
-
0
0
0
DB 182
4
,
P
G
2
9
4
ZONIN
G
:
R
-
1
5
USE: VA
C
A
N
T
JH LA
N
D
,
L
L
C
R01100-
0
0
9
-
0
1
5
-
0
0
0
DB 414
9
,
P
G
1
2
7
ZONIN
G
:
B
-
2
USE: VA
C
A
N
T
NA
D
8
3
(
2
0
1
2
B
)
Ba
s
i
s
o
f
B
e
a
r
i
n
g
s
EX. GRA
V
E
L
D
R
I
V
E
100'
65.02'
60' AC
C
E
S
S
E
A
S
E
M
E
N
T
50'50'
21"LOB
11/12"
S
Y
C
15"GUM
10"WA
T
E
R
O
A
K
16"WA
T
E
R
O
A
K
PP
PP
PPPP
CENTERLINE OFF 100'
PWER TRANSMISSION LINE
RIGHT OF WAY
(NO DEED FOUND)
WIDTH SHOULD BE VERIFIED
WITH DUKE ENERGY.
PRO S
H
O
P
/
L
O
C
K
E
R
S
& RES
T
A
U
R
A
N
T
FFE: 2
4
.
0
GREEN
S
P
A
C
E
PL
A
Y
G
R
O
U
N
D
STADI
U
M
COVE
R
E
D
COURT
S
COVER
E
D
COURT
S
24" RCP
(ESTIMATED)
FES IE 10.71'
FES IE 10.54'
IE 11.22'
IE 11.82'
5'
6.5' SID
E
W
A
L
K
5'
EX.
ASPHALT
DRIVE
WELL
A
P
P
R
O
X
.
L
O
C
A
T
I
O
N
E
X
.
1
2
"
S
S
F
M
REB ACQUISITIONS LLC
R01800-001-009-000
DB 5104, PG 1985
ZONING: I-2
USE: INDUSTRIAL
U
.
S
.
H
I
G
H
W
A
Y
1
1
7
1
8
"
R
C
P
DI#1
DI#2
DI#3
DI#4
YI#5
DI#5
YI#4
YI#1
YI#2
YI#3
24" FES
INV: 15.5
2
4
"
R
C
P
15" RC
P
18
"
R
C
P
18" RC
P
18
"
R
C
P
15
"
R
C
P
CLEAN OUT 3:1
*5$66('/)
21.5
18
"
R
C
P
PROPOSED WET DETENTION BASIN
TOB: 21.5
FP: 17.7
NP: 16.0
BTM: 8.0
15" RCP
8.0
11.0
17.7
WETLANDS TO
REMAIN
0.09 ACRES
16.0
C-3
4
1" = 60'
SITE DATA
PARCEL ID:R01800-002-001-000
CURRENT ZONING:CZD CB (Z22-12)
PROJECT ADDRESS:5000 N COLLEGE RD.
WILMINGTON, NC 28429
CURRENT OWNER:TIDEWATER INVESTMENT COMPANY, LLC
1121 MILITARY CUTOFF RD SUITE-C
WILMINGTON, NC 28405
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
TOTAL DISTURBED AREA 6.0 ac.
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2022-027
CLIENT INFORMATION:
Tidewater Investment Company, LLC
1121 Military Cutoff Rd., Suite C
Wilmington, NC 28405
OF 7
JAE
CDC
CDC
24x36
9/30/2022
TI
D
E
W
A
T
E
R
PI
C
K
L
E
B
A
L
L
C
O
U
R
T
S
SITE
AIRPORT
BLU
E
C
L
A
Y
R
D
NORTH KERR AVE
NORTH KERR AVE
O
L
D
W
R
I
G
H
T
S
B
O
R
O
R
D
AC
O
R
N
B
R
A
N
C
H
R
D
S
R
1
3
1
9
SR
1
3
7
0
PRE
L
I
M
I
N
A
R
Y
DRA
W
I
N
G
D
O
N
O
T
U
S
E
FOR
C
O
N
S
T
R
U
C
T
I
O
N
SITE
N
C
o
l
l
e
g
e
R
d
Cas
t
l
e
H
a
y
n
e
R
d
Garden Place Dr
Ca
s
t
l
e
H
a
y
n
e
R
d
Prince George Ave
Kin
g
s
C
a
s
t
l
e
L
n
Ra
i
l
r
o
a
d
SE
D
I
M
E
N
T
A
T
I
O
N
&
E
R
O
S
I
O
N
CO
N
T
R
O
L
P
L
A
N
PROPERTY LINE
ADJOINERS
RUNOFF DIRECTION
WATERLINE
SANITARY SEWER LINE
SILT FENCE
LIMITS OF DISTURBANCE
SPOT ELEVATION
DROP INLET W/ INLET PROTECTION
LEGEND
25.5
* 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. CHECK SEDIMENT BASIN AND BAFFLES WEEKLY & AFTER EACH RAINFALL EVENT. REMOVE
SEDIMENT FROM TRAP & BAFFLES AND RESTORE TO ORIGINAL VOLUME WHEN SEDIMENT
ACCUMULATES TO ABOUT 12 THE DESIGN VOLUME. REPAIR / REPLACE BAFFLES IF TORN,
COLLAPSED, OR INEFFECTIVE.
5. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR
OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED.
SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF
ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE.
6. 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.
7. FAIRCLOTH SKIMMER TO BE ROUTINELY CHECKED FOR SEDIMENT ACCUMULATION,
TRASH, AND DEBRIS CLOGGING THE WATER ENTRY ORIFICES. PULL SKIMMER TO SIDE OF
BASIN AND HAND REMOVE SEDIMENT AND DEBRIS TO RESTORE FLOW TO ORIGINAL
STATE.
8. 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.
120'60'30'60'0'
Scale: 1"=60'
C-4
5
DE
T
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S
NTS
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2022-027
CLIENT INFORMATION:
Tidewater Investment Company, LLC
1121 Military Cutoff Rd., Suite C
Wilmington, NC 28405
OF 7
JAE
CDC
CDC
24x36
9/30/2022
TI
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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.
8" CONCRETE PAD
W/CROSS-BRACING
ENCLOSURE GATES
6X6 - 6/6 W.W.F.
AT 3000 PSI W/
WOOD SIDING
HORIZONTAL
(TREATED)
4"X4" POSTSFOOTINGS
CONCRETE
2"X6" CAP
PAVEMENT
ASPHALT
10'
4"X4" POSTS
DUMPSTER PAD & ENCLOSURE DETAIL
ELEVATIONS
PLAN
NTS
PROPOSED DRIVEWAY GRADE
2% MIN SLOPE
6' MIN FROM EX. EOP
TYPICAL DRIVEWAY GRADING SECTION
NTS
(;52$'6/23(
BOTTOM OF
SPILLWAY EL. 21.0
3
1
3
1
TOP OF BANK
10'
1 3
50'
EL. 21.0
EL. 21.5
EMERGENCY SPILLWAY DETAIL
NTS
EL. 21.5
NOTES:
1. WIDTH OF SPILLWAY TO BE PROTECTED WITH RIPRAP AS SHOWN ON PLAN. REMAINING
LENGTH OF CHANNEL TO BE STABILIZED WITH EXCELSIOR MAT AND SEEDED IN ACCORDANCE
WITH SPECIFICATIONS.
NTS
2" SF9.5A
8" ABC
PAVEMENT SECTION
COMPACTED
SUBGRADE
CURB INLET DETAIL
NTS
VA
R
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3000 PSI CONC.
FLOW
SECTION
6"
4"
8"
PRE-CAST CONC.
ASPHALT PAVEMENT
ELEV. VARIES
8"6" D 8"6"
GROUT
IN
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BO
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OR EQUALDEWEY BROS. MODEL CH-BN-2001FRAME AND GRATE2"
SEE PLAN FOR PIPE ORIENTATION & SIZES
NCDOT STD. NO.840.03 ORAPPROVED EQUAL
OF
B
O
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DROP INLET DETAIL
3000 PSI CONC.
NTS
BRICK MASONRY
FLOW
6"
CONC. COLLAR
6"
DROP INLET TO HAVE SAND
LEAVE OPENING AS SHOWNTRAP, DROP FOOTING 12" &
ELEV. VARIES
ASPHALT PAVEMENT
SECTION
NOTE:
8"
2'-0" 8"8"
1'-0"
VA
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4"
CONC. COLLAR
SEE PLAN FOR PIPEORIENTATION
NOTE: USE DEWEY BROS.
FOR YARD INLETSBASINS AND CH-BN-47CH-BN 3A FOR CATCH
PLAN
CASTING
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.
1-1/2"R(TYP)
WHITE SYMBOL ON BLUE BACKGROUND
LEGEND AND BORDER - GREENBACKGROUND - WHITE
12"
3/8"(TYP)
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
12"
COLORS
1-1/2"R(TYP)
LEGEND AND BORDER - GREENBACKGROUND - WHITE
18"
3/8"(TYP)
TO READ "VAN ACCESSIBLE".
BOLT TO WD. POST WITH 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS
9" x 1'-6" x .080 STD ALUM. SIGN
NUTS, BOLTS & WASHERS.
9" x 1'-0" x .080 STD ALUM. SIGN
TO READ "MAXIMUM PENALTY $250,
GS 20-37.6". BOLT TO WD. POST
WITH 3/8" CANDIUM PLATED
PRESSURE TREATED 4"x4" POST.
FINISHEDGRADE
HANDICAPPED PARKING SIGN
WITH IDENTIFICATION SYMBOL.
1'-6" x 1'-0" x .080 STD. ALUM.
TO READ "RESERVED PARKING"
BOLT TO WD. POST W/ 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS.
TYPICAL HANDICAPPED SIGN DETAIL
NTS
R7-8a Sign
(no arrows)
R7-8d Sign
R7-8P Sign
3
1
6
1
3
1
TOP OF SHELF 16.5
BOTTOM OF SHELF 15.5
CLEAN OUT 10.0
CLEAN OUT 7.0
NTS
15.515.55 CLASS "B" RIP RAP
1' MIN. TUCK
(TYP.)
NON-WOVEN
GEOTEXTILE
FABRIC
NORMAL POOL EL. 16.03
1
* POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS
* 6:1 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES I.E. PICKEREL WEED, DUCK POTATO, SWAMP ROSE, BLUE FLAG, & CARDINAL FLOWER. (OR ENGINEER APPROVED
ALTERNATIVE)
* VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS AT 24" O.C. IN A CHECKERBOARD PATTERN.
* VEGETATED SHELF PLANTING SHALL NOT BE PLANTED WITHIN 10' OF THE OUTLET STRUCTURES.
* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND EMERGENCIES
* ANY PORTION OF WET DETENTION BASIN USED FOR S&EC DURING CONSTRUCTION MUST BE CLEANED OUT AND RETURNED TO DESIGN STATE BEFORE USE AS A WET DETENTION BASIN.
EL. 21.5
TOP OF BANK
DETENTION POND & FOREBAY SECTION
5' EMBANKMENT
NORMAL POOL EL. 16.0
MAIN POOL
3
1
1
BOTTOM 8.0
FLOOD POOL EL 17.7
MI
N
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6"
FOREBAY
3
1 BOTTOM EL. 11.03
FOREBAY BERM BEYOND
EL. 21.5
TOP OF BANK
3'-0"
SECTION A - A
6"6"
BOTTOM
4" PVC PIPE
W/2.25" ORIFICE
3'-0"
PLAN
INV. 16.0
INV. 15.0
GALV. BAR GRATING - 1" x 1/8" BEARING BARS (MAX OPENING 4").
FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1/4" GALVANIZED
ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE & FACE OF WEIR.
TOP OF BANK
18" RCP
1
3
6"
24" RCP
A
NORMAL POOL 16.0
3
1
12
"
3'
-
0
"
6"
6"
A
6"
TOP OF BOX 19.0
NTS
DETENTION POND OUTLET STRUCTURE
4" SCREW TYPE PLUG4" PVC PIPE
4" PVC CAP W/ 2.25" DRILLED HOLE ORIFICE W/
GALVANIZED WIRE CLOTH OVER SMALL
DIAMETER ORIFICE (8 MESH .020 WIRE)
24.0" WEIR
INV. 17.7
FLOOD POOL 17.7
12
"
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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F
A
B
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WIRE FABRIC
FILTER FABRIC
4"
8"6"
ANCHOR
FABRIC
SKIRT AS
DIRECTED
BY
ENGINEER
ș
WATER SURFACE
FRONT VIEWEND VIEW
PROSEPECTIVE VIEW
PVC ELBOW
PVC TEE
PVC END CAP
PVC END CAP
PVC PIPE (8) 12" HOLES
IN UNDERSIDE
ARM ASSEMBLY
"C" ENCLOSURE
WATER ENTRY UNIT
SCEHDULE 40
PVC PIPE
PVC TEE
ORIFICE PLATE
(SEE SIZE BELOW)
SCHEDULE 40 PVC PIPE
(SEE SIZE BELOW)
FLEXIBLE HOSE
CONNECTED TO
OUTLET STRUCTURE ORIFICE
PVC PIPE VENT
NTS
FAIRCLOTH SKIMMER DETAIL
1. SKIMMER TO BE USED IN WET PONDS AND REMOVED AFTER SITE IS PERMANENTLY STABLE.
NOTES:
SKIMMER SPECS:
SIZE= 2.5" SCH-40 PVC PIPE
ORIFICE= 2.5" DIAMETER
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
PUB
L
I
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R
O
A
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COARSE AGGREGATE
2" - 3"
8" MIN.REQ
U
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D
AS
50'
M
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.
12' M
I
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.
GEO FABRIC LINER
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
NOTE:
ENTRANCE. WHICHEVER IS GREATER.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
4' MAX.
NCDOT #5 OR # 57
WASHED STONE
19-GAUGE HARDWARE CLOTH
(1/4 MESH OPENINGS)
FILTERED
WATER
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(12 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF
ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS
NEEDED.
MAINTENANCE:
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH
GROUNDCOVER.
ENERGY DISSIPATOR
NTS
SECTION A - A FILTER FABRIC
SEE PLAN
SEE PLAN
SE
E
P
L
A
N
1. CLASS "B" RIP RAP TO BE USED FOR ALL ENERGY DISSIPATOR AREAS.
NOTES:
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
4"8"
x x x x
x ASPHALT
TURNDOWN SIDEWALK
NTS
CLASS A CONC.
7"1/8"R
1"3"R
6"
1 1/2"R
3"R
1'
-
0
"
2'-0"
1'-6" 6"
ASPHALT
DRAINAGE AWAY FROM CURB
CLASS A CONC.
24" CURB SECTION
NTS
ASPHALT
7"
2'-0"
3"R
1'-6"
1/8"R
1"
6"
6"
1'
-
0
"
DRAINAGE TOWARD CURB
SHALL SLOPE AWAY AS SHOWNAWAY FROM CURB, GUTTER
WHERE RUNOFF IS DIRECTED
SLOPE
SLOPE
1 1/2"R
3"R
SIDEWALK
SECTION A-A
4' min
SECTION B-B
A
A
B B
1.0-8.3% (30"MAX RISE)
10% MAX (X=36"MIN)
8.3% MAX (X<36") (FOR ALTERATIONS
RAMP
CURB AND GUTTER
WARNING DOMES
2' MIN
1.6-2.4" (TYP)
RAMP WIDTH
0.2"
Flare
WARNING DOMES
4'
FLARE
2.
1.6-2.4" (TYP)
TRUNCATED DOMES
BASE DIAMETER
0.9-1.4"
TOP DIAMETER 50-60%
OF BASE (TYP)
LANDING
NTS
WHEEL CHAIR RAMP DETAIL
NTS
3:1 S
L
O
P
E
3:1 SLO
P
E
6"
M
I
N
.
TYPICAL GRASS SWALE
NOTES:
1. ALL SWALES TO BE IMMEDIATELY LINED WITH
EXCELSIOR MAT AND SEEDED IN ACCORDANCE WITH
SPECIFICATIONS.
C-5
6
DE
T
A
I
L
S
NTS
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2022-027
CLIENT INFORMATION:
Tidewater Investment Company, LLC
1121 Military Cutoff Rd., Suite C
Wilmington, NC 28405
OF 7
JAE
CDC
CDC
24x36
9/30/2022
TI
D
E
W
A
T
E
R
PI
C
K
L
E
B
A
L
L
C
O
U
R
T
S
SITE
AIRPORT
BLU
E
C
L
A
Y
R
D
NORTH KERR AVE
NORTH KERR AVE
O
L
D
W
R
I
G
H
T
S
B
O
R
O
R
D
AC
O
R
N
B
R
A
N
C
H
R
D
S
R
1
3
1
9
SR
1
3
7
0
PRE
L
I
M
I
N
A
R
Y
DRA
W
I
N
G
D
O
N
O
T
U
S
E
FOR
C
O
N
S
T
R
U
C
T
I
O
N
SITE
N
C
o
l
l
e
g
e
R
d
Cas
t
l
e
H
a
y
n
e
R
d
Garden Place Dr
Ca
s
t
l
e
H
a
y
n
e
R
d
Prince George Ave
Kin
g
s
C
a
s
t
l
e
L
n
Ra
i
l
r
o
a
d
C-6
7
DE
T
A
I
L
S
NTS
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2022-027
CLIENT INFORMATION:
Tidewater Investment Company, LLC
1121 Military Cutoff Rd., Suite C
Wilmington, NC 28405
OF 7
JAE
CDC
CDC
24x36
9/30/2022
TI
D
E
W
A
T
E
R
PI
C
K
L
E
B
A
L
L
C
O
U
R
T
S
SITE
AIRPORT
BLU
E
C
L
A
Y
R
D
NORTH KERR AVE
NORTH KERR AVE
O
L
D
W
R
I
G
H
T
S
B
O
R
O
R
D
AC
O
R
N
B
R
A
N
C
H
R
D
S
R
1
3
1
9
SR
1
3
7
0
PRE
L
I
M
I
N
A
R
Y
DRA
W
I
N
G
D
O
N
O
T
U
S
E
FOR
C
O
N
S
T
R
U
C
T
I
O
N
SITE
N
C
o
l
l
e
g
e
R
d
Cas
t
l
e
H
a
y
n
e
R
d
Garden Place Dr
Ca
s
t
l
e
H
a
y
n
e
R
d
Prince George Ave
Kin
g
s
C
a
s
t
l
e
L
n
Ra
i
l
r
o
a
d