HomeMy WebLinkAbout2023-017 AC King Site_9-12-25(60' R/W)
CROWATAN ROAD
(6
0
'
R
/
W
)
H
E
R
M
I
T
A
G
E
R
O
A
D
6
(
369.99'
6
:
32
0
.
0
0
'
1
:390.00'
1
(
27
9
.
1
0
'
1
(
CH
.
7
0
.
0
0
'
R
=
3
8
1
9
.
3
0
'
6
(240.00'
BEARINGS AND DISTANCES OTHERWISE SHOWN
HEREON ARE FROM MAP BOOK 16, PAGE 35.
OF FOUND PROPERTY CORNERS
FROM SAME AS INDICATED BY
FROM AN ACTUAL SURVEY USING CONTROL
NOTE: THE ABOVE FIGURES WERE DERIVED
POINTS AS SHOWN HEREON WITHIN THIS
SUBDIVISION AS THE CONTROL BASE.
TABLE DISCLOSING LOCATION
MAP BOOK 16, PAGE 35
LINE CONTROL POINT
BASE CONTROL POINT
6
:0.81'
1
(0.08'
1
(0.02'
6
:0.10'
1
(0.06'
1
:
30.00'
6
:
57
.
8
0
'
6
:
13
4
.
2
8
'
EX. 18" CCP
EX. 12" CCPINV 31.19'INV 32.11'
EX
.
1
2
"
C
C
P
INV 29.18'
INV 29.30'
18
"
C
C
P
18
"
C
C
P
EX. POND
RIPRAP
PROPOSED
BUILDING
FFE: 31.5
EX. CONCRETE
EOP EOP
EO
P
EO
P
EX
.
C
O
N
C
R
E
T
E
EX. GRAVEL
MAP BOO
K
1
6
,
P
A
G
E
3
5
APPROX. LOCATION OF
SEPTIC SYSTEM
DESIGNED BY OTHERS.
STST
WET DETENTION BASIN
29.0 3:1 GRASSED SWALE #1
29.5
30.4
30.5
31.0
31.4
31.0
31.4
40' EMERGENCY GRASSED SPILLWAY
INV: 29.0
N/F
GARRETT GLENN HOWARD
812 INLET VIEW DR
WILMINGTON, NC 28409
R01720-002-001-000
ZONING: I-1
N/F
CARTER JAMES E JR MARILYN
410 HERMITAGE RD
CASTLE HAYNE, NC 28429
R01817-001-001-000
ZONING: I-1
EX. GRAVEL
18" PINE
20" PINE
29
31
3
1
31
30
30
30
30
30
27
29
29
29
2
9
29
29
29
28
28
28
28
28
28
27
208 SF
430 SF
209 SF
2709 SF
25.80
(3) 10" GUM
18" PINE
18" PINE
16" PINE
16" PINE16" PINE
18" PINE
18" PINE
20" PINE14" PINE
20" PINE
20" PINE
20" PINE
18" PINE18" PINE
20" PINE
16" PINE16" PINE
16" PINE
18" PINE16" PINE
16" PINE
14" PINE
16" PINE14" PINE
14" PINE
14" PINE
18" PINE
14" GUM
(5) 6" CHERRY
16" PINE
16" PINE
20" PINE
20" PINE
18" PINE
29.5
31.4
158'
25.80
WET DETENTION BASIN
TOB: 29.5
FP: 26.8
NP: 25.8
BTM: 18.8
H.C. PARKING SIGN
30.2
40
'
29
10' MAINTENANCE AND
ACCESS EASEMENT
EX. INV: 25.84
EX. INV: 25.81
EX. INV: 27.57
EX. INV: 27.26
BOLLARD
(TYP)
31.3
EX. FUEL TANKS
30.8
UP
PROPOSED GRAVEL
ACCESS AND PARKING
31.3
30.8
CONCRETE H.C.
PARKING AREA
208 SF
30.3
DI# 3
RIM: 30.0
INV: 26.3
DI# 2
RIM: 30.0
INV: 26.6
DI# 1
RIM: 29.5
INV: 26.85
18
"
H
D
P
E
15" HDPE
DI# 4
RIM:28.5
INV: 26.0
18" FES INV: 25.8
W/ 5'X10'X12" ED
1
8
"
H
P
D
E
1
8
"
H
D
P
E
30.65
C-1
1
SI
T
E
,
G
R
A
D
I
N
G
,
D
R
A
I
N
A
G
E
,
&
S
T
O
R
M
W
A
T
E
R
P
L
A
N
1" = 30'
60'30'15'30'0'
Scale: 1"=30'
PROPERTY LINE
CONTOUR
CENTER LINE
TEMPORARY SILT FENCE
INLET PROTECTION
ENERGY DISSIPATER
SPOT ELEVATION
STREETYARD
LANDSCAPING
TREE TO BE REMOVED
LEGEND
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
A.C. CLEARING & GRADING, INC.
202 WAGON WHEEL WAY
WILMINGTON, NC 28411
Nicksvab@yahoo.com
VICINITY MAP (NOT TO SCALE):
2023-017
JAE
CDC
CDC
10/4/2016
24 x 36
OF 4
NC
H
W
Y
1
1
7
CASTLE
HAYNE
H
W
Y
1
3
2
SE
A
B
O
A
R
D
C
O
A
S
T
L
I
N
E
R
R
SITE
PRE
L
I
M
I
N
A
R
Y
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
30.7
SITE DATA
PARCEL ID: R01720-002-002-000
ZONING:I-1 (LIGHT INDUSTRIAL)
CAMA LAND USE CLASSIFICATION:
AQUIFER RESOURCE PROTECTION AREA
PROJECT ADDRESS:301 CROWATAN RD
WILMINGTON, NC 28429
CURRENT OWNER:ACK 301 LLC
202 WAGON WHEEL WAY
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY: 2.85 AC (124,285 SF)
TOTAL DISTURBED AREA:2.8 AC
BUILDING SIZE:5,850 SF
BUILDING SETBACKS:
FRONT:REQUIRED= 50'EXISTING= 117.7'
EXISTING IMPERVIOUS AREAS:
GRAVEL PARKING 6)·6)
PROPOSED IMPERVIOUS AREAS:
BUILDINGS 5,850 S.F.
CONCRETE SIDEWALK & PARKING 790 S.F.
GRAVEL PARKING 8,570 S.F.
FUTURE 1,291 S.F.
TOTAL 16,501 S.F.
TOTAL IMPERVIOUS AREAS:
EXISTING 31,398 S.F.
PROPOSED 16,501 S.F.
TOTAL 6)·6)
OFFSITE IMPERVIOUS AREAS:
EX. CONCRETE DRIVEWAY APRON 1,590 S.F.
PARKING REQUIRED:
(One and one-half (1.5) spaces for each two (2) employees on shift of greatest employment, one (1)
space for each managerial personnel, one (1) visitor parking space for each ten (10) managerial
personnel and one space for each vehicle used directly in conduct of the business)
10 EMPLOYEES, 1 MANAGER, 10 VEHICLES= 19.5 SPACES
PARKING PROVIDED:20 SPACES (FOUR INSIDE BUILDING)
FOUNDATION PLANTINGS:
REQUIRED: 166 SF (1,386 S.F. X 12%)
PROVIDED: 181 SF
PARKING LOT INTERIOR LANDSCAPING:
REQUIRED: 3,254 SF (40,676 S.F. X 8%)
PROVIDED: 3,534 SF
HERMITAGE RD. STREETYARD REQUIREMENTS: 25' (37.5 MAX/12.5MIN
349LF FRONTAGE - 32.5 FT OF DRIVEWAY
25' X 349 LF FRONTAGE =7,912.5 SF
PROVIDED:8,218 S.F.
CROWATAN RD. STREETYARD REQUIREMENTS: 12.5' (18.75 MAX/6.25 MIN
390 LF FRONTAGE - 32.5 FT OF DRIVEWAY
12.5' X 357.5 LF FRONTAGE =4,469 SF
PROVIDED:4,592 S.F.
1. WATER SERVICE BY PRIVATE ON-SITE WELL. SEWER SERVICE BY ON-SITE SEPTIC SYSTEM.
2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE
INSTALLED UNDERGROUND.
3. SOLID WASTE DISPOSAL BY ROLL OUT CARTS FOR CURBSIDE PICKUP.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING UTILITIES
DURING CONSTRUCTION. CALL U-LOCO AT 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.
5. ALL RUNOFF FROM IMPERVIOUS SURFACES TO BE ROUTED TO STORMWATER FACILITY.
UTILITY NOTES:
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY ZONING ORDINACE.
2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
3. NO WETLANDS EXIST ON SITE.
4. EXISTING POWER POLES, FUEL TANKS AND BOLLARDS LOCATED ON SITE ARE SHOWN PER
OWNER'S SKETCH AND DIMENSIONS. CONTRACTOR TO VERIFY LOCATIONS PRIOR TO
CONSTRUCTION.
10-18-16 REV. PER NHC STORMWATER
COMMENTS
8-7-23 REDUCED BUILDING AND GRAVEL
AREAS. NEW OWNER.
6-24-24 ADDED SILT FENCE TO PROTECT
PROPERTY LINE DITCHES.
9-12-25 REVISED STORM DRAIN PIPES AND
INLETS AND BUILDING FOOTPRINT.
(60' R/W)
CROWATAN ROAD
(6
0
'
R
/
W
)
H
E
R
M
I
T
A
G
E
R
O
A
D
6
(
369.99'
6
:
3
2
0
.
0
0
'
1
:390.00'
1
(
27
9
.
1
0
'
1
(
CH
.
7
0
.
0
0
'
R
=
3
8
1
9
.
3
0
'
1
:
30.00'
6
:
57
.
8
0
'
6
:
EX. 18" CCP
EX
.
1
2
"
C
C
P
INV 29.18'
INV 29.30'
18
"
C
C
P
EX. POND
RIPRAP
PROPOSED
BUILDING
FFE: 31.5
EX. CONCRETE
EOP EOP
EO
P
EO
P
EX
.
C
O
N
C
R
E
T
E
EX. GRAVEL
APPROX. LOCATION OF
SEPTIC SYSTEM
DESIGNED BY OTHERS.
STST
WET DETENTION BASIN
29.0 3:1 GRASSED SWALE #1
29.5
30.4
30.5
31.0
31.4
31.0
31.4
40' EMERGENCY GRASSED SPILLWAY
INV: 29.0
EX. GRAVEL
18" PINE
20" PINE
29
31
3
1
31
30
3
0
30
30
30
27
29
29
29
2
9
29
29
29
28
28
28
28
28
28
27
208 SF
430 SF
209 SF
2709 SF
25.80
TEMP. CONSTRUCTION
ENTRANCE
(3) 10" GUM
18" PINE
18" PINE
16" PINE
16" PINE16" PINE
18" PINE
18" PINE
20" PINE14" PINE
20" PINE
20" PINE
20" PINE
18" PINE18" PINE
20" PINE
16" PINE16" PINE
16" PINE
18" PINE16" PINE
16" PINE
14" PINE
16" PINE14" PINE
14" PINE
14" PINE
18" PINE
14" GUM
(5) 6" CHERRY
16" PINE
16" PINE
20" PINE
20" PINE
18" PINE
29.5
31.4
158'
25.80
WET DETENTION BASIN
TOB: 29.5
FP: 26.8
NP: 25.8
BTM: 18.8
H.C. PARKING SIGN
30.2
40
'
29
10' MAINTENANCE AND
ACCESS EASEMENT
EX. INV: 25.84
EX. INV: 25.81
EX. INV: 27.57
EX. INV: 27.26
MAP BOO
K
1
6
,
P
A
G
E
3
5
BOLLARD
(TYP)
TEMP. CONSTRUCTION
ENTRANCE
31.3
EX. FUEL TANKS
30.8
UP
31.3
30.8
CONCRETE H.C.
PARKING AREA
208 SF
30.3
DI# 3
RIM: 30.0
INV: 26.3
DI# 2
RIM: 30.0
INV: 26.6
DI# 1
RIM: 29.5
INV: 26.85
18
"
H
D
P
E
15" HDPE
DI# 4
RIM:28.5
INV: 26.0
18" FES INV: 25.8
W/ 5'X10'X12" ED
1
8
"
H
P
D
E
1
8
"
H
D
P
E
30.65
PROPOSED GRAVEL
ACCESS AND PARKING
C-2
2
SE
D
I
M
E
N
T
A
T
I
O
N
A
N
D
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
1" = 30'
60'30'15'30'0'
Scale: 1"=30'
PROPERTY LINE
CONTOUR
CENTER LINE
TEMPORARY SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
ENERGY DISSIPATER
SPOT ELEVATION
STREETYARD
TREE TO BE REMOVED
LEGEND
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
A.C. CLEARING & GRADING, INC.
202 WAGON WHEEL WAY
WILMINGTON, NC 28411
Nicksvab@yahoo.com
VICINITY MAP (NOT TO SCALE):
2023-017
JAE
CDC
CDC
10/4/2016
24 x 36
OF 4
NC
H
W
Y
1
1
7
CASTLE
HAYNE
H
W
Y
1
3
2
SE
A
B
O
A
R
D
C
O
A
S
T
L
I
N
E
R
R
SITE
PRE
L
I
M
I
N
A
R
Y
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
30.7
SITE DATA
PARCEL ID: R01720-002-002-000
ZONING:I-1 (LIGHT INDUSTRIAL)
CAMA LAND USE CLASSIFICATION:
AQUIFER RESOURCE PROTECTION AREA
PROJECT ADDRESS:301 CROWATAN RD
WILMINGTON, NC 28429
CURRENT OWNER:ALAN CHARLES & JULIE KING
608 BLUE POINT DR
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY: 2.85 AC (124,285 SF)
TOTAL DISTURBED AREA:2.8 AC
BUILDING SIZE:6,000 SF
BUILDING SETBACKS:
FRONT:REQUIRED= 50'EXISTING= 117.7'
EXISTING IMPERVIOUS AREAS:
GRAVEL PARKING 6)·6)
PROPOSED IMPERVIOUS AREAS:
BUILDINGS 6,000 S.F.
CONCRETE SIDEWALKS 514 S.F.
GRAVEL PARKING 9,987 S.F.
TOTAL 16,501 S.F.
TOTAL IMPERVIOUS AREAS:
EXISTING 31,398 S.F.
PROPOSED 16,501 S.F.
TOTAL 6)·6)
OFFSITE IMPERVIOUS AREAS:
EX. CONCRETE DRIVEWAY APRON 1,590 S.F.
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.
* Perimeter dikes,
swales, 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
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.
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 1 2 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.
10-18-16 REV. PER NHC STORMWATER
COMMENTS
8-7-23 REDUCED BUILDING AND GRAVEL
AREAS. NEW OWNER.
6-24-24 REDUCED LOD TO NOT INCLUDE
PROPERTY LINE DITCHES.
9-12-25 REVISED STORM DRAIN PIPES AND
INLETS AND BUILDING FOOTPRINT.
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
A.C. CLEARING & GRADING, INC.
202 WAGON WHEEL WAY
WILMINGTON, NC 28411
Nicksvab@yahoo.com
VICINITY MAP (NOT TO SCALE):
2023-017
JAE
CDC
CDC
10/4/2016
24 x 36
OF 4
NC
H
W
Y
1
1
7
CASTLE
HAYNE
H
W
Y
1
3
2
SE
A
B
O
A
R
D
C
O
A
S
T
L
I
N
E
R
R
SITE
PRE
L
I
M
I
N
A
R
Y
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
C-3
NTS
3
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
THE INLET.
CONSTRUCTION SPECIFICATIONS:
2'
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
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.
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
2'
4' MAX.
NCDOT #5 OR # 57
WASHED STONE
2:
1 16
"
19-GAUGE HARDWARE CLOTH
(1/4 MESH OPENINGS)
FILTERED
WATER
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
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:
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
L
T
E
R
F
A
B
R
I
C
WIRE FABRIC
FILTER FABRIC
4"
8"6"
ANCHOR
FABRIC
SKIRT AS
DIRECTED
BY
ENGINEER
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:
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
PUB
L
I
C
R
O
A
D
COARSE AGGREGATE
2" - 3"
6" MIN.REQ
U
I
R
E
D
AS
50'
M
I
N
.
12' M
I
N
.
GEO FABRIC LINER
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
NOTE:
ENTRANCE. WHICHEVER IS GREATER.
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.EXISTING SURVEYING PERFORMED BY ARNOLD W. CARSON, PLS PC
15.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.
16.THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY
OWNER.
17.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.
18.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.
19.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.
20.CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR
ENTRAINED.
21.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.
22.ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
BOTTOM OF
SPILLWAY EL. 29.0
3
1
3
1
TOP OF BANK
10'
1
3
40'
EL. 29.0
EL. 29.5
SEDIMENT BASIN EMERGENCY SPILLWAY DETAIL
NTS
EL. 29.5
NOTES:
1. WIDTH OF SPILLWAY TO BE PROTECTED WITH RIPRAP FOR THE FIRST 20'. REMAINING LENGTH OF CHANNEL
TO BE STABILIZED WITH EXCELSIOR MAT AND SEEDED IN ACCORDANCE WITH SPECIFICATIONS.
EL. 29.5
TOP OF BANK
DETENTION POND & FOREBAY SECTION
10' EMBANKMENT
NORMAL POOL EL. 25.8
MAIN POOL
1.5
1
1
BOTTOMEL. 18.8
FLOOD POOL EL. 26.8
MI
N
.
6"
FOREBAY
3
1 BOTTOM EL. 22.83
1.5
1
10
1
3
1
CLEAN OUT 21.8
CLEAN OUT 17.8
NTS
24.824.8 25'x20'x12"
CLASS "B" RIP RAP
1' MIN. TUCK
(TYP.)
NON-WOVEN
GEOTEXTILE
FABRIC
NORMAL POOL EL. 25.83
1
* POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS
* 10:1 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.
* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND EMERGENCIES
SHWT EL. 26.10
LJ
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
2" SCHEDULE 40
PVC PIPE
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:
1'
-
0
"
2'-0"
SECTION A - A
6"6"
BOTTOM
1.5" I.D.
STEEL PIPE
2'-0"
PLAN
INV. 25.8
INV. 25.3
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.
TOP OF BANK
INV. 25.8
18" RCP
1
3
6"
18" RCP
A
NORMAL POOL 25.8
3
1
6"
3'
-
0
"
6"
6"
A
6"
TOP OF BOX 28.55
NTS
DETENTION POND OUTLET STRUCTURE
FLOOD POOL 26.8
7" WEIR
INV: 26.8
3:1 S
L
O
P
E
NTS
3:1 SLO
P
E
6"
M
I
N
.
TYPICAL GRASS SWALE
NOTE: ENGINEER RECOMMENDS STABILIZING THE POND EMBANKMENTS
ABOVE 10:1 SHELF AND GRASS SWALE IMMEDIATELY AFTER FINAL GRADE
HAS BEEN ESTABLISHED WITH SOD TO PREVENT DAMAGE FROM EROSION.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.
3000 PSI CONC.
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
R
I
E
S
4"
CONC. COLLAR
SEE PLAN FOR PIPEORIENTATION
NOTE: USE DEWEY BROS.
FOR YARD INLETSBASINS AND CH-BN-47
CH-BN 3A FOR CATCH
PLAN
CASTING
DROP INLET DETAIL
NTS
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE.
STEEL SUPPORT POST
24" INTO BOTTOM OR SIDE STAKE TO
SUPPORT WIRESUPPORT ROPE TO WIRE
TO PREVENT SAGGING
CROSS SECTION
NTS
POROUS BAFFLE DETAIL
FLOW
POROUS BAFFLES
25%
SA
25%
SA
25%
SA
25%
SA
PLAN
1'
-
6
"
1-1/2"R(TYP)
WHITE SYMBOL ON BLUE BACKGROUND
LEGEND AND BORDER - GREENBACKGROUND - WHITE
9"
12"
3/8"(TYP)
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
18
"
12"
COLORS
1-1/2"R(TYP)
LEGEND AND BORDER - GREENBACKGROUND - WHITE
9"
12"
3/8"(TYP)
TO READ "VAN ACCESSIBLE".
BOLT TO WD. POST WITH 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS
9" x 1'-0" 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.
3'
-
0
"
M
I
N
.
FINISHED
GRADE
84
"
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
REV. 10-18-16: PER NHC STORMWATER
COMMENTS
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
A.C. CLEARING & GRADING, INC.
202 WAGON WHEEL WAY
WILMINGTON, NC 28411
Nicksvab@yahoo.com
VICINITY MAP (NOT TO SCALE):
2023-017
JAE
CDC
CDC
10/4/2016
24 x 36
OF 4
NC
H
W
Y
1
1
7
CASTLE
HAYNE
H
W
Y
1
3
2
SE
A
B
O
A
R
D
C
O
A
S
T
L
I
N
E
R
R
SITE
PRE
L
I
M
I
N
A
R
Y
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
C-4
NTS
4
8-7-23 ADDED NCGO1 DETAILS.
EX. FUEL TANKS
(60' R/W)
CROWATAN ROAD
(60' R/W)
HERMITAGE
ROA
D
369.99'
3
20
.
00'
390.00'
279.10'
CH.70.00' R=
3819.30'
30.00'
57.80'
134.28'
EX. 18" CCP
EX. 12" CCPINV 31.19'INV 32.11'
EX. 12" CCP
INV 29.18'
INV 29.30'
18" CCP
18" CCP
EX. POND
RIPRAP
PROPOSED
BUILDING
FFE: 31.5
EX. CONCRETE
EOP EOP
EOP
EOP
EX.
CONCRETE
EX. GRAVEL
MAP BOOK 16, PAGE 35
APPROX. LOCATION OF
SEPTIC SYSTEM
DESIGNED BY OTHERS.
STST
WET DETENTION BASIN
29.0 3:1 GRASSED SWALE #1
29.5
30.5
31.0
31.4
31.0
31.4
40' EMERGENCY GRASSED SPILLWAY
INV: 29.0
N/F
GARRETT GLENN HOWARD
812 INLET VIEW DR
WILMINGTON, NC 28409
R01720-002-001-000
ZONING: I-1
N/F
CARTER JAMES E JR MARILYN
410 HERMITAGE RD
CASTLE HAYNE, NC 28429
R01817-001-001-000
ZONING: I-1
EX. GRAVEL
18" PINE
20" PINE
29
31
31
31
30
3
0
30
30
30
27
29
29
29
2
9
29
29
29
28
28
28
28
28
28
2709 SF
25.80
(3) 10" GUM
18" PINE
18" PINE
16" PINE
16" PINE16" PINE
18" PINE
18" PINE
20" PINE14" PINE
20" PINE
20" PINE
20" PINE
18" PINE
18" PINE
20" PINE
16" PINE16" PINE
16" PINE
18" PINE 16" PINE
16" PINE
14" PINE
16" PINE14" PINE
14" PINE
14" PINE 18" PINE
14" GUM
(5) 6" CHERRY
16" PINE
16" PINE
20" PINE
20" PINE
18" PINE
29.5
158'
25.80
WET DETENTION BASIN
TOB: 29.5
FP: 26.8
NP: 25.8
BTM: 18.8
H.C. PARKING SIGN
30.2
40
'
29
10' MAINTENANCE AND
ACCESS EASEMENT
EX. INV: 25.84
EX. INV: 25.81
EX. INV: 27.57
EX. INV: 27.26
BOLLARD
(TYP)
UP
PROPOSED GRAVEL
ACCESS AND PARKING
30.8
CONCRETE H.C.
208 SF
30.3
DI# 3
RIM: 30.0
INV: 26.3
DI# 2
RIM: 30.0
INV: 26.6
DI# 1
RIM: 29.5
INV: 26.85
18
"
H
D
P
E
15" HDPE
DI# 4
RIM:28.5
INV: 26.0
18" FES INV: 25.8
W/ 5'X10'X12" ED
1
8
"
H
P
D
E
1
8
"
H
D
P
E
30.65
60'30'15'30'0'
Scale: 1"=30'
PROPERTY LINE
CONTOUR
CENTER LINE
TEMPORARY SILT FENCE
INLET PROTECTION
ENERGY DISSIPATER
SPOT ELEVATION
STREETYARD
LANDSCAPING
TREE TO BE REMOVED
LEGEND
CLIENT INFORMATION:
A.C. CLEARING & GRADING, INC.
202 WAGON WHEEL WAY
WILMINGTON, NC 28411
Nicksvab@yahoo.com
VICINITY MAP (NOT TO SCALE):
NC HWY 117
CASTLE
HAYNE
H
WY
1
3
2
SEABOARD COAST LINE RR
SITE
30.7
SITE DATA
PARCEL ID: R01720-002-002-000
ZONING:I-1 (LIGHT INDUSTRIAL)
CAMA LAND USE CLASSIFICATION:
AQUIFER RESOURCE PROTECTION AREA
PROJECT ADDRESS: 301 CROWATAN RD
WILMINGTON, NC 28429
CURRENT OWNER: ACK 301 LLC
202 WAGON WHEEL WAY
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY: 2.85 AC (124,285 SF)
TOTAL DISTURBED AREA:2.8 AC x 15 = 42 trees 2" cal.(35 Ex.) req'd. & 19 Prov'd.
BUILDING SIZE:5,850 SF
BUILDING SETBACKS:
FRONT: REQUIRED= 50' EXISTING= 117.7'
EXISTING IMPERVIOUS AREAS:
GRAVEL PARKING
PROPOSED IMPERVIOUS AREAS:
BUILDINGS 5,850 S.F.
CONCRETE SIDEWALK & PARKING 790 S.F.
GRAVEL PARKING 8,570 S.F.
FUTURE 1,291 S.F.
TOTAL 16,501 S.F.
TOTAL IMPERVIOUS AREAS:
EXISTING 31,398 S.F.
PROPOSED 16,501 S.F.
TOTAL
OFFSITE IMPERVIOUS AREAS:
EX. CONCRETE DRIVEWAY APRON 1,590 S.F.
PARKING REQUIRED:
(One and one-half (1.5) spaces for each two (2) employees on shift of greatest employment, one (1)
space for each managerial personnel, one (1) visitor parking space for each ten (10) managerial
personnel and one space for each vehicle used directly in conduct of the business)
10 EMPLOYEES, 1 MANAGER, 10 VEHICLES= 19.5 SPACES
PARKING PROVIDED: 20 SPACES (FOUR INSIDE BUILDING)
FOUNDATION PLANTINGS:
REQUIRED: 166 SF (1,386 S.F. X 12%)
PROVIDED: 181 SF
PARKING LOT INTERIOR LANDSCAPING:
REQUIRED: 3,254 SF (40,676 S.F. X 8%)
PROVIDED: 3,534 SF
349LF FRONTAGE - 32.5 FT OF DRIVEWAY
12.5' X 349 LF FRONTAGE = 3956.25 SF
PROVIDED: 3956.25 S.F.
CROWATAN RD. STREETYARD REQUIREMENTS: 25'
390 LF FRONTAGE - 32.5 FT OF DRIVEWAY
25' X 357.5 LF FRONTAGE = 8937.5 SF
PROVIDED:8937.5 S.F.
1. WATER SERVICE BY PRIVATE ON-SITE WELL. SEWER SERVICE BY ON-SITE SEPTIC SYSTEM.
2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE
INSTALLED UNDERGROUND.
3. SOLID WASTE DISPOSAL BY ROLL OUT CARTS FOR CURBSIDE PICKUP.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING UTILITIES
DURING CONSTRUCTION. CALL U-LOCO AT 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.
5. ALL RUNOFF FROM IMPERVIOUS SURFACES TO BE ROUTED TO STORMWATER FACILITY.
UTILITY NOTES:
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY ZONING ORDINACE.
2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
3. NO WETLANDS EXIST ON SITE.
4. EXISTING POWER POLES, FUEL TANKS AND BOLLARDS LOCATED ON SITE ARE SHOWN PER
OWNER'S SKETCH AND DIMENSIONS. CONTRACTOR TO VERIFY LOCATIONS PRIOR TO
CONSTRUCTION.
3956.25 SF / 600 = 7 Trees 2" cal.(4 Ex.) & 40 shrubs 12" req'd. & Prov'd.
8937.5 SF / 600 = 15 Trees 2" cal.(15 Ex) & 89 shrubs Req'd. & prov'd.
SEEDED
Shrub, Evergreen Broadleaf
129 3 Gal.Miscanthus adagio
25 3 Gal.Holly, Yaupon, Dwarf
Tree, Deciduous
0 2" Cal.Birch, River
4 Elm, Lacebark
Legend
Qty Size Common Name
2" Cal.
39 1 Gal.liriope emerald goddess
10 x 70
sight
triangle
1" = 30'
Scale:
10/1/2025Date:
1Revision #:Jim Freeman - NCLC# 0071
A. C. King Site
Landscape Plan:
Freeman Landscape, Inc.
Landscape Design by:
hermitage rd. streetyard: 12.5'
10 x 70
sight
triangle
12.5'
streetyard
25'
streetyard
jim@freemanlandscape.com
910-796-1166