HomeMy WebLinkAbout2024-007 Reagan Retail and Office Center_10-23-25SI
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LYNN AVENUE
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175.40'N 80°50'00" W
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155.00'
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TOP=20.85'
TOP=16.50'
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UTILITY MH
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36"CMP
36"CMP
INV.12.68'
INV.12.79'
INV.13.71'
INV.13.92'
<=
1
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INV.14.17'
GRATE=16.35'
<=
1
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R
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INV.OUT=14.35'(S)
INV.IN=14.40(N)
GRATE=16.34'
DI
INV.OUT=13.50'(S)
INV.IN=13.35(N)
8"PVC W/L
PER CFPUA
8"
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26 OAK
16
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12
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19 PINE
17
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15 OAK
8 OAK 21 OAK
11 OAK
26 PINE 28 PINE
5 MAG
11 OAK
12 OAK
11 OAK
11 OAK
18 OAK
12 OAK
36 PINE
11 OAK
36 PINE
36 OAK
8 OAK 12 CEDAR
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PROP. PARKING
24 PECAN
INV.15.66'
INV.15.60'
24
"
R
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<=
1
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"
R
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24" RCP INV.=13.45'
INV.IN=15.35'
<=
1
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W
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INV.OUT=14.67' (N)
INV.IN=14.74' (S)
RIM=17.52'
SSMH
D/W
GRAV.
D/W
CONC.
TT
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25.00'
10
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-
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A
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W
Y
1
3
3
n/f
CIRCLE K STORES INC
BK 6634, PG 1085
Zoning: B-2
Use: VACANT
n/f
JEFFREY SUTTON HEIRS ETAL
BK 9908, PG 0318
Zoning: B-2
Use: COMMERCIAL
n/f
TONI L SUTTON
BK 5240, PG 0048
Zoning: B-2
Use: COMMERCIAL
n/f
MCCLURE MEMORIAL PRESBYTERIAN
BK 1708, PG 0544
Zoning: B-2
Use: CHURCH
n/f
NEFTALI BALDERAMA GARCIA
BK 6283, PG 2899
Zoning: RA
Use: Single Family Residence
n/f
HILLSBOROUGH STREET LLC
BK 6472, PG 1344
Zoning: B-2
Use: COMMERCIAL
n/f
CAROLINE L. BORDEAUX
BK 3665, PG 0818
Zoning: RA
Use: Single Family Residence
n/f
SIMON P PARKIN
BK 1536, PG 2092
Zoning: B-2
Use: Single Family Residence
13
14
14
14
14
14
14
14
16
16
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16
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1
6
1
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17 17
17
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15
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15
20
20
2
0
INV.12.84'
INV.12.85'
NO EASEMENT LISTED
GENERAL UTILITY
EASEMENT WIDTH
EXISTING
BUILDING
1
8
CONTRACTOR TO COORDINATE WITH
DUKE POWER FOR POLE RELOCATION
SPEED LIMIT 35 MPH
SP
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A
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L
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1" = 30'
PROPERTY LINE
ADJOINERS
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
TREES TO BE REMOVED
LEGEND
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REVISIONS
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PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
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2024-007
FO
R
CLIENT INFORMATION:
Reagan, LLC
303 Fox Lake Dr.
Clinton, NC 28328
OF 10
JAE
CDC
CDC
24x36
10/23/2025
Li
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CASTLE AVE.
HOLLY SHELTER R
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SITE DATA
PARCEL ID:R01109-001-001-000
CURRENT ZONING:B-2
PROJECT ADDRESS:5901 CASTLE HAYNE RD.
CASTLE HAYNE, NC 28429
CURRENT OWNER:REAGAN LLC
303 FOX LAKE DR.
CLINTON, NC 28328
TOTAL ACREAGE IN PROJECT BOUNDARY 75,707 S.F. (± 1.74 ac.)
EXISTING ONSITE IMPERVIOUS AREAS: (SITE IS VACANT)
SOILS TYPE: Ke (Kenansville fine sand)
Ls (Lynchburg fine sandy loam)
(Per NHC GIS Soil Map)
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 STEVEN L. BUIE, PLS, L-3402.
4.SITE IS LOCATED IN ZONE "X" PER FRIS ON FIRM MAP NUMBER370168 3232 K,
EFFECTIVE DATE FEBRUARY 16, 2007.
5.NO WETLANDS, SURFACE WATERS, PROTECTED VEGETATED SETBACKS OR RIPARIAN
BUFFERS EXIST ON SITE.
6.PRIOR TO CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, ANY WELLS THAT ARE
EXISTING MUST BE PROTECTED AROUND EACH WELL HEAD/CASING AND CAPPED.
7.ALL PINE TREES ARE ASSUMED TO BE LOBLOLLY PINES. ALL GUM TREES ARE
ASSUMED TO BE SWEET GUMS. CONTRACTOR TO VERIFY SPECIES PRIOR TO CUTTING.
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 ACCOMMODATED ON THE SITE, THEN A PAYMENT
MAY BE MADE TO THE COUNTY’S TREE IMPROVEMENT FUND EQUIVALENT TO THE
PRICING STANDARDS IN THE COUNTY FEE SCHEDULE.
60'30'15'30'0'
Scale: 1"=30'
MITIGATION REQUIRED FOR REMOVAL OF
SIGNIFICANT TREES
QTY SIZE TYPE REPLACEMENT
INCHES
2 36"PINE 144.00
1 28"PINE 56.00
1 26"OAK 52.00
TOTAL REPLACEMENT INCHES 252
CREDITS FOR PRESERVED TREES
QTY DBH INCHES TYPE DOCUMENTED
INCHES
SIGNIFICANT
INCHES CREDITS
1 26"PINE 26 0.00
1 24"PECAN 24 0.00
1 36"OAK 36 0.00
1 21"OAK 21 0.00
1 18"OAK 18 0.00
1 15"OAK 15 22.50
2 12"OAK 24 36.00
1 11"OAK 11 16.50
1 8"OAK 8 12.00
1 16"PINE 16 24.00
TOTAL INCHES PRESERVED
TREES 74 39
TOTAL CREDITS FOR PRESERVED
TREES 111.0
LYNN AVENUE
50' PUBLIC RIGHT-OF-WAY
T
CASTLE AVENUE
T
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MHOHW
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STREET LIGHT
UTILITY MH
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GR
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GRAV.
D/W
GRAV.
D/W
CONC.
D/W
36"CMP
36"CMP
INV.12.68'
INV.12.79'
INV.13.71'
INV.13.92'
<=
1
8
"
R
C
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INV.14.17'
GRATE=16.35'
<=
1
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"
R
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DI
INV.OUT=14.35'(S)
INV.IN=14.40(N)
GRATE=16.34'
DI
INV.OUT=13.50'(S)
INV.IN=13.35(N)
8"PVC W/L
PER CFPUA
8"
P
V
C
W
/
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PE
R
C
F
P
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A
25
'
S
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B
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K
25' SETBACK
35
'
S
E
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B
A
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35
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S
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B
A
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X
X
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XXXXXXXX
16
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12
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17
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15 OAK
8 OAK 21 OAK
11 OAK
26 PINE
18 OAK
12 OAK
36 OAK
17
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B
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17.5' BUFFER
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24
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13'
24'
R25'
13'
10' X 70' NCDOT SIGHT
TRIANGLE (TYP.)
15'
10
'
39
5
365
275
460
515
37.5'
18' (TYP)
9' (TYP)
9'
9'
9'
MH
25'
25
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15'
430
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R30
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10' X 70' NCDOT SIGHT
TRIANGLE (TYP.)
R
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R25
'
24
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13
5' SIDEWALK
24 PECAN
INV.15.66'
INV.15.60'
24
"
R
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<=
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R
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24" RCP INV.=13.45'
INV.IN=15.35'
<=
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R
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W
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=
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INV.OUT=14.67' (N)
INV.IN=14.74' (S)
RIM=17.52'
SSMH
D/W
GRAV.
D/W
CONC.
T
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1
3
3
n/f
CIRCLE K STORES INC
BK 6634, PG 1085
Zoning: B-2
Use: VACANT
n/f
JEFFREY SUTTON HEIRS ETAL
BK 9908, PG 0318
Zoning: B-2
Use: COMMERCIAL
n/f
TONI L SUTTON
BK 5240, PG 0048
Zoning: B-2
Use: COMMERCIAL
n/f
MCCLURE MEMORIAL PRESBYTERIAN
BK 1708, PG 0544
Zoning: B-2
Use: CHURCH
n/f
NEFTALI BALDERAMA GARCIA
BK 6283, PG 2899
Zoning: RA
Use: Single Family Residence
n/f
HILLSBOROUGH STREET LLC
BK 6472, PG 1344
Zoning: B-2
Use: COMMERCIAL
n/f
CAROLINE L. BORDEAUX
BK 3665, PG 0818
Zoning: RA
Use: Single Family Residence
n/f
SIMON P PARKIN
BK 1536, PG 2092
Zoning: B-2
Use: Single Family Residence
13
14
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14
14
14
14
14
16
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17
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17
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18
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18
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18
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2
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22
2
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37.5'
PR
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INV.12.84'
INV.12.85'
NO EASEMENT LISTED
GENERAL UTILITY
EASEMENT WIDTH
R
2
5
'
10'
R25
'
EXISTING
BUILDING
MATCH EX. ASPHALT
±17.517.2
17.05
17.25
17.8
DI# 1
RIM: 17.65
INV: 16.5
2
18.0
18.95
18.95
18.95
18.5
20.0
18.5
17.8
17.6
MATCH EX. ASPHALT
±18.25
SDMH#1
RIM: 16.8
INV: 15.5
17.45
18" FES#2 INV. 15.3
W/ 5'X10'X12" ED
18" RCP
18
"
R
C
P
260
DUMPSTER PAD & ENCLOSURE
(SEE DETAIL)
EXIT ONLY - ONE WAY
19
18
17
171819
15" R
C
P
18.1
SECONDARY STREETYARD
1
8
18
21
20
20.5
20.020
NCDOT DI# 1
RIM: 18.5
INV: 15.5
PROP. 10' PUBLIC D.E. & U.E.15" RCP
18" RCP
NCDOT CI# 1
RIM: 17.5
INV: 14.5
NCDOT CI# 2
RIM: 17.5
INV: 14.3
18
NCDOT SDMH#1
RIM: 16.8
INV: 13.6
18"
R
C
P
17.05
30
"
R
C
P
30" NCDOT CROSS PIPE E.S.#2 INV. 13.0
W/ 10'X15'X18" ED
SPEED LIMIT 35 MPH
SP
E
E
D
L
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M
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4
5
M
P
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MONITORING WELL
(TYP)
STAIR
STAIR
PR
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2
-
S
T
O
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B
U
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D
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G
FF
E
:
1
9
.
0
7'
UP
18.95
9'
UP
18.81
18.81
18.81
18.81
18.81
18.95
18.95
18.15
8'
5'
C
O
N
C
R
E
T
E
F
O
R
H
V
A
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/
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C
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.
18.95
18.95
18.95
18.75
18" FES#3 INV. 13.4
W/ 5'X10'X12" ED
30" NCDOT CROSS PIPE E.S. #1
INV: 13.2
18.0
17.9
17.55
18.81
18.75
18.75
18.25
18.25
18.75
18.25
18.95
17.75
18.85
6"
A
D
S
N
1
2
CP
P
@
0
.
0
%
6" PVC @ 0.0%
16
PERMEABLE PAVEMENT AREA#1
18.75
PERMEABLE PAVEMENT AREA#3
PERMEABLE PAVEMENT AREA#2
18.75
17.25
17.8
18" FES#1 INV. 15.8
18.25
18.25
18.25
18.5
18.5
18.45
6" SDCO
(TYP)
18.75
18.25
18.75
3' CURB CUT
(TYP X 8)
18.5
BOC. 19.0
18.4
18.2
6"
A
D
S
N
1
2
C
P
P
@
0
.
0
%
18.95
18.2
17.5
C-1
2
1" = 30'
SITE DATA
PARCEL ID:R01109-001-001-000
CURRENT ZONING:B-2
PROJECT ADDRESS:5901 CASTLE HAYNE RD.
CASTLE HAYNE, NC 28429
CURRENT OWNER:REAGAN LLC
303 FOX LAKE DR.
CLINTON, NC 28328
TOTAL ACREAGE IN PROJECT BOUNDARY 75,707 S.F. (± 1.74 ac.)
PROPOSED USE:RETAIL (Part of 1st Floor) &
GENERAL OFFICE (Part of 1st and 2nd Floor)
BUILDING SIZE:25,737 S.F. GFA TOTAL (13,200 S.F. FOOTPRINT)
12,537 S.F. 1st Floor (3,240 sf Office & 9,297 sf Retail)
13,200 S.F. 2nd Floor (Office)
BUILDING HEIGHT:2-STORY/ ±28'
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 13,200 S.F. ÷ 75,707 S.F. = 17.4%
BUILDING SETBACKS:
FRONT:REQUIRED= 25'PROPOSED= 79'
SIDE:REQUIRED= 0' Interior/25' Street PROPOSED= 67' / 26'
REAR:REQUIRED= 35' To Res. Use PROPOSED= 36'
PROPOSED IMPERVIOUS AREAS:
BUILDINGS 13,200 S.F.
CONCRETE DRIVE AREA 4,715 S.F.
CONCRETE SIDEWALK, C.&G., ETC. 7,130 S.F.
TOTAL 25,045 S.F (33.1%)
PROPOSED PERVIOUS AREAS:
PERVIOUS CONCRETE DRIVE AREA 11,195 S.F.
ECORASTER BLOXX PARKING AREA 9,890 S.F.
TOTAL 21,085 S.F
PARKING REQUIRED:
RETAIL SALES USE: (2.5/1,000 sf )
9,297 SF/1000*2.5 = 23 SPACES
GENERAL OFFICE USE: (2.5/1,000 sf )
16,440 SF/1000*2.5 = 41 SPACES
TOTAL PARKING REQUIRED:64 SPACES (3 ADA)
PARKING PROVIDED:66 SPACES (3 ADA)
PARKING LOT INTERIOR LANDSCAPING
REQUIRED 25,825 S.F. * 8% 2,066 S.F.
PROVIDED 2,740 S.F.
FOUNDATION PLANTINGS:
NORTH FACADE: 60 LF X 12' FACADE X 12%
REQUIRED:87 S.F.
PROVIDED:240 S.F.
EAST FACADE: 220 LF X 12' FACADE X 12%
REQUIRED:317 S.F.
PROVIDED:520 S.F.
STREETYARD CASTLE HAYNE RD.: (25 S.F./LF FRONTAGE. 12.5' MIN./37.5' MAX. WIDTHS)
330 LF FRONTAGE 330- 25 LF DRIVEWAY = 305 LF FRONTAGE
REQUIRED: 25' X 305 LF 7,625 S.F.
PROVIDED:7,758 S.F.
STREETYARD LYNN AVE.: (12.5 S.F./LF FRONTAGE. 6.25' MIN./18.75' MAX. WIDTHS)
175 LF FRONTAGE 175- 19 LF DRIVEWAY = 156 LF FRONTAGE
REQUIRED: 12.5' X 156 LF 1,950 S.F.
PROVIDED:2,030 S.F.
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND:2,420 GPD
ESTIMATED TRIP GENERATION (Per Trip Generation Manual):
9,297 SF RETAIL SHOPPING CENTER (ITE CODE 822)
AM PEAK: 22 PM PEAK: 61 DAILY: 506
16,440 SF GENERAL OFFICE (ITE CODE 710)
AM PEAK: 36 PM PEAK: 38 DAILY: 243
PROJECT TOTAL:AM PEAK: 58 PM PEAK: 99 DAILY: 750
EN
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REVISIONS
Wi
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7
Ph
o
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e
:
9
1
0
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8
5
9
.
8
9
8
3
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
Em
a
i
l
:
C
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a
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2024-007
FO
R
CLIENT INFORMATION:
Reagan, LLC
303 Fox Lake Dr.
Clinton, NC 28328
OF 10
JAE
CDC
CDC
24x36
10/23/2025
Li
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n
s
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N
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b
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:
P
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0
6
6
2
NE
W
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A
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N
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Y
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N
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A
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D
OF
F
I
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C
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N
T
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SITE
CA
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E
H
A
Y
N
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CASTLE AVE.
HOLLY SHELTER
R
D
.
PRE
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FOR
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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.
4.RUNOFF FROM ALL IMPERVIOUS SURFACES TO BE DIRECTED TO PROPOSED PERMEABLE PAVEMENT/PAVER SYSTEM. SCREENED ROOF DRAINS
SHOULD BE PIPED DIRECTLY INTO THE STONE BASE OF THE PERMEABLE PAVEMENT LOCATED AT THE FRONT AND/OR REAR OF THE PROPOSED
BUILDING.
FIRE & SAFETY NOTES:
1.CONSTRUCTION TYPE: II-B (COMMERCIAL)
2.PROPOSED BUILDING TO BE SPRINKLED.
3.CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING
CONSTRUCTION.
4.BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE CODE APPENDIX J" REQUIREMENTS.
5.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.
6.ANY DRIVEWAY GATE TO BE SIREN ACTIVATED AND HAVE KNOX KEY OVERRIDE.
7.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A 4.5 INCH STEAMER IN COMPLIANCE
WITH NHC FIRE SERVICE REQUIREMENTS.
8.NO OBSTRUCTIONS WITHIN 36" AROUND A FIRE HYDRANT, INCLUDING BUT NOT LIMITED TO, STREET SIGNS, LANDSCAPING
AND UTILITY POLES AND BOXES.
9.NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE.
10.FIRE APPARATUS ACCESS ROADS SHALL PROVIDE A CLEAR VERTICAL CLEARANCE OF 14 FEET INCLUDING TREES, CANOPIES, BRIDGES,
ETC.
11.DURING CONSTRUCTION, PREMISES IDENTIFICATION IS REQUIRED, AND MAY BE TEMPORARY IN NATURE PROVIDED IT IS LEGIBLE
AND WEATHER RESISTANT.
12.PREMISES IDENTIFICATION IS REQUIRED. ADDRESS NUMBERS ARE REQUIRED ON THE STREET SIDE. NUMBERS SHALL NOT BE LESS
THAN 6 INCHES TALL AND ¾ INCHES WIDE, MUST BE WEATHER RESISTANT, AND CONTRAST IN COLOR AGAINST THEIR
BACKGROUND.
PROPERTY LINE
RIGHT OF WAY
EXISTING EDGE OF PAVEMENT
EASEMENT
PROPOSED WATERLINE
PROPOSED FIRE LINE
PROPOSED SANITARY SEWER LINE
RUNOFF DIRECTION
SPOT ELEVATION
PARKING LOT LANDSCAPING
STREETYARD LANDSCAPING
FOUNDATION PLANTINGS
PROPOSED PERMEABLE CONCRETE
PROPOSED PERMEABLE PAVERS
LEGEND
25.5
SI
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,
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R
A
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,
D
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,
&
ST
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A
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P
L
A
N
60'30'15'30'0'
Scale: 1"=30'
UTILITY NOTES:
1.EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY
AVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC UTILITY
AUTHORITY PUBLIC MAINS.
2.ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV,
GAS & TELEPHONE SHALL BE INSTALLED UNDERGROUND.
3.ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA
TECHNICAL SPECIFICATIONS & STANDARDS.
4.PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL
ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR
"FINAL APPROVAL.". CALL 332-6558 FOR INFORMATION.
5.ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA
WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY
USCFCCCHR OR ASSE.
6.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE
SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A
REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE
ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
7.WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES
ARE TO BE MARKED WITH NO. 10 INSULATED, SINGLE-STRAND
COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH DUCT
TAPE. THIS IS TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES
TO AID IN FUTURE LOCATION OF FACILITIES.
8.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL
SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC
AREAS.
9.SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT
RIGHT-OF-WAY LINE. SERVICES IN CUL-DE-SACS ARE REQUIRED TO
BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND
TERMINATE AT RIGHT-OF-WAY LINE.
10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE
CONSTRUCTED OF CLASS 50 D.I.P. WITH PROTECTO 401 CERAMIC
EPOXY LINING.
11.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS.
12.NO FLEXIBLE COUPLINGS SHALL BE USED.
13.ALL STAINLESS STEEL FASTENERS SHALL BE 316.
14.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.
15.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.
16.3' SEPARATION BETWEEN JOINTS, FITTINGS, SERVICE SADDLES AND
WYES ARE REQUIRED FOR SS AND WATER TAPS.
17.ANY EXISTING SEWER AND WATER SERVICES NOT BEING UTILIZED
ARE TO BE ABANDONED TO THE MAIN PER CFPUA STANDARDS.
18.SOLID WASTE DISPOSAL IS BY PRIVATE DUMPSTER SERVICE.
LYNN AVENUE
50' PUBLIC RIGHT-OF-WAY
T
CASTLE AVENUE
T
FH
T
T
TV
MHOHW
OHW
OHW
STREET LIGHT
UTILITY MH
WV
WV
GR
A
V
.
D
/
W
GR
A
V
.
D
/
W
GR
A
V
.
D
/
W
GRAV.
D/W
GRAV.
D/W
CONC.
D/W
36"CMP
36"CMP
INV.12.68'
INV.12.79'
INV.13.71'
INV.13.92'
<=
1
8
"
R
C
P
INV.14.17'
GRATE=16.35'
<=
1
8
"
R
C
P
DI
INV.OUT=14.35'(S)
INV.IN=14.40(N)
GRATE=16.34'
DI
INV.OUT=13.50'(S)
INV.IN=13.35(N)
8"PVC W/L
PER CFPUA
8"
P
V
C
W
/
L
PE
R
C
F
P
U
A
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXX
16
P
I
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E
12
O
A
K
6
M
A
G
N
O
L
I
A
19 PINE
17
O
A
K
15 OAK
8 OAK 21 OAK
11 OAK
26 PINE
18 OAK
12 OAK
36 OAK
7'
S
I
D
E
W
A
L
K
MH
25'
25
'
P
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B
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N
T
DB
.
4
3
1
8
/
P
G
.
0
3
1
3
UP 5' SIDEWALK
24 PECAN
INV.15.66'
INV.15.60'
24
"
R
C
P
<=
1
5
"
R
C
P
24" RCP INV.=13.45'
INV.IN=15.35'
<=
1
8
"
R
C
P
SE
W
E
R
L
I
N
E
=
>
INV.OUT=14.67' (N)
INV.IN=14.74' (S)
RIM=17.52'
SSMH
D/W
GRAV.
D/W
CONC.
T
T
T
CA
S
T
L
E
H
A
Y
N
E
R
O
A
D
10
0
'
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
N.
C
.
H
W
Y
1
3
3
n/f
CIRCLE K STORES INC
BK 6634, PG 1085
Zoning: B-2
Use: VACANT
n/f
JEFFREY SUTTON HEIRS ETAL
BK 9908, PG 0318
Zoning: B-2
Use: COMMERCIAL
n/f
TONI L SUTTON
BK 5240, PG 0048
Zoning: B-2
Use: COMMERCIAL
n/f
MCCLURE MEMORIAL PRESBYTERIAN
BK 1708, PG 0544
Zoning: B-2
Use: CHURCH
n/f
NEFTALI BALDERAMA GARCIA
BK 6283, PG 2899
Zoning: RA
Use: Single Family Residence
n/f
HILLSBOROUGH STREET LLC
BK 6472, PG 1344
Zoning: B-2
Use: COMMERCIAL
n/f
CAROLINE L. BORDEAUX
BK 3665, PG 0818
Zoning: RA
Use: Single Family Residence
n/f
SIMON P PARKIN
BK 1536, PG 2092
Zoning: B-2
Use: Single Family Residence
13
14
14
14
14
14
14
14
16
16
16
16
16
16
16
1
6
1
6
1
6
16
16
17
17
17
17
17
17
17
17
17
17
1
7
17
17 17
17
17
17
17
1
8
1
8
18
18
1
8
18
1
8
18
18
18
19
19
19
1
9
21
2
1
21
2
1
22
22
2
2
15
15
15
15
15
1
5
15
15
15
15
15
20
20
2
0
6" SSCO
(TYP)
TIE TO EX. SSMH
(1) TIE TO EX. WATER MAIN W/ 8" CUT-IN TEE
(1) 8" G.V.
(EX. WATER MAIN ±3' DEEP)
3' SEPARATION BETWEEN JOINTS,
FITTINGS, SERVICE SADDLES AND WYES
ARE REQUIRED FOR SS AND WATER TAPS.
(1) 8"X2" T.S.&V.
(1) 2" WATER SERVICE W/ 1.0" METER 18"
INSIDE EASEMENT & CFPUA APPROVED
BACKFLOW PREVENTOR
INV.12.84'
INV.12.85'
(1) 8"X6" TEE
(1) 6" DELINEATION VALVE LOCATED 18" INSIDE R/W
(1) 6" C-900 PVC PRIVATE FIRE LINE
(1) 6" WATTS MODEL# LF957 RPDA
NO EASEMENT LISTED
GENERAL UTILITY
EASEMENT WIDTH
(2) 45° BENDS
2" WATER SERVICE (36" MIN. BURY)
8" FIRE SERVICE (36" MIN. BURY)
(1) F.H. ASSY
F.D.C. LOCATED ON CORNER OF BUILDING
1
0
'
8" C-900 PVC PUBLIC WATER MAIN (36" MIN. BURY)
EXISTING
BUILDING
CONDUIT TO BE RUN FOR FUTURE EV CHARING STATIONS
1
8
PROP. 10' PUBLIC D.E. & U.E.
6"
S
S
S
E
R
V
I
C
E
@
1
.
0
%
M
I
N
.
SPEED LIMIT 35 MPH
SP
E
E
D
L
I
M
I
T
4
5
M
P
H
(1) 10' X 15' X 4' BORE PIT
10' X 10' X 4' RECEIVING PIT
6.3'10
'
10'
10
'
±60 L.F. JACK & BORE BORE
(8" C-900 PVC CARRIER PIPE IN 12" X 0.25" WALL
STEEL CASING PIPE @ 3' MIN. COVER)
5.3'13.4'
8'15'
8"
C
-
9
0
0
P
V
C
P
U
B
L
I
C
W
A
T
E
R
M
A
I
N
(
3
6
"
M
I
N
.
B
U
R
Y
)
5'
(1) 2"B.O. ASSY
(SEE DETAIL)
(1) 2"B.O. ASSY
(SEE DETAIL)
(1) 8" TEE
(2) 8" G.V.
STAIR
STAIR
PR
O
P
.
2
-
S
T
O
R
Y
B
U
I
L
D
I
N
G
FF
E
:
1
9
.
0
7'
UP
UP
5'
C
O
N
C
R
E
T
E
F
O
R
H
V
A
C
/
M
E
C
H
.
C-2
3
1" = 30'
SITE DATA
PARCEL ID:R01109-001-001-000
CURRENT ZONING:B-2
PROJECT ADDRESS:5901 CASTLE HAYNE RD.
CASTLE HAYNE, NC 28429
CURRENT OWNER:REAGAN LLC
303 FOX LAKE DR.
CLINTON, NC 28328
TOTAL ACREAGE IN PROJECT BOUNDARY 75,707 S.F. (± 1.74 ac.)
PROPOSED USE:RETAIL (1st Floor) &
GENERAL OFFICE (2nd Floor)
BUILDING SIZE:26,400 S.F. GFA TOTAL (13,200 S.F. FOOTPRINT)
BUILDING HEIGHT:2-STORY/ ±28'
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND:2,420 GPD
EN
G
I
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E
E
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I
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G
,
P
L
L
C
IN
T
R
A
C
O
A
S
T
A
L
REVISIONS
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
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2
8
4
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3
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2
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E
-
7
Ph
o
n
e
:
9
1
0
.
8
5
9
.
8
9
8
3
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
Em
a
i
l
:
C
h
a
r
l
i
e
@
i
n
t
r
a
c
o
a
s
t
a
l
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
2024-007
FO
R
CLIENT INFORMATION:
Reagan, LLC
303 Fox Lake Dr.
Clinton, NC 28328
OF 10
JAE
CDC
CDC
24x36
10/23/2025
Li
c
e
n
s
e
N
u
m
b
e
r
:
P
-
0
6
6
2
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
C
RE
A
G
A
N
R
E
T
A
I
L
A
N
D
OF
F
I
C
E
C
E
N
T
E
R
SITE
CA
S
T
L
E
H
A
Y
N
E
R
D
CASTLE AVE.
HOLLY SHELTER
R
D
.
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
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.
4.RUNOFF FROM ALL IMPERVIOUS SURFACES, INCLUDING ROOF DRAINS, TO BE DIRECTED TO PROPOSED UNDERGROUND
INFILTRATION SYSTEM.
FIRE & SAFETY NOTES:
1.CONSTRUCTION TYPE: II-B (COMMERCIAL)
2.PROPOSED BUILDING TO BE SPRINKLED.
3.CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES
DURING CONSTRUCTION.
4.BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE CODE APPENDIX
J" REQUIREMENTS.
5.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.
6.ANY DRIVEWAY GATE TO BE SIREN ACTIVATED AND HAVE KNOX KEY OVERRIDE.
7.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A 4.5 INCH STEAMER
IN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS.
8.NO OBSTRUCTIONS WITHIN 36" AROUND A FIRE HYDRANT, INCLUDING BUT NOT LIMITED TO, STREET
SIGNS, LANDSCAPING AND UTILITY POLES AND BOXES.
9.NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE
JOB SITE.
10.FIRE APPARATUS ACCESS ROADS SHALL PROVIDE A CLEAR VERTICAL CLEARANCE OF 14 FEET INCLUDING TREES,
CANOPIES, BRIDGES, ETC.
11.DURING CONSTRUCTION, PREMISES IDENTIFICATION IS REQUIRED, AND MAY BE TEMPORARY IN NATURE
PROVIDED IT IS LEGIBLE AND WEATHER RESISTANT.
12.PREMISES IDENTIFICATION IS REQUIRED. ADDRESS NUMBERS ARE REQUIRED ON THE STREET SIDE. NUMBERS
SHALL NOT BE LESS THAN 6 INCHES TALL AND ¾ INCHES WIDE, MUST BE WEATHER RESISTANT, AND CONTRAST
IN COLOR AGAINST THEIR BACKGROUND.
PROPERTY LINE
RIGHT OF WAY
EXISTING EDGE OF PAVEMENT
EASEMENT
PROPOSED WATERLINE
PROPOSED FIRE LINE
PROPOSED SANITARY SEWER LINE
LEGEND
UT
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60'30'15'30'0'
Scale: 1"=30'
UTILITY NOTES:
1.EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR
PUBLIC UTILITY AUTHORITY PUBLIC MAINS.
2.ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED
UNDERGROUND.
3.ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS.
4.PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S)
CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL
APPROVAL.". CALL 332-6558 FOR INFORMATION.
5.ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED
DEVICES BY USCFCCCHR OR ASSE.
6.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE
AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S
SIDE OF THE WATER METER BOX.
7.WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10
INSULATED, SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH DUCT TAPE. THIS IS TO
BE ACCESSIBLE IN ALL VALVES AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
8.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES
LOCATED IN TRAFFIC AREAS.
9.SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SERVICES IN
CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT
RIGHT-OF-WAY LINE.
10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. WITH PROTECTO
401 CERAMIC EPOXY LINING.
11.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
12.NO FLEXIBLE COUPLINGS SHALL BE USED.
13.ALL STAINLESS STEEL FASTENERS SHALL BE 316.
14.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.
15.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.
16.3' SEPARATION BETWEEN JOINTS, FITTINGS, SERVICE SADDLES AND WYES ARE REQUIRED FOR SS AND WATER
TAPS.
17.ANY EXISTING SEWER AND WATER SERVICES NOT BEING UTILIZED ARE TO BE ABANDONED TO THE MAIN PER
CFPUA STANDARDS.
18.SOLID WASTE DISPOSAL IS BY PRIVATE DUMPSTER SERVICE.
LYNN AVENUE
50' PUBLIC RIGHT-OF-WAY
T
CASTLE AVENUE
T
FH
TT
TV
MHOHW
OHW
OHW
STREET LIGHT
UTILITY MH
WV
WV
GR
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GR
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D
/
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GRAV.
D/W
GRAV.
D/W
CONC.
D/W
36"CMP
36"CMP
INV.12.68'
INV.12.79'
INV.13.71'
INV.13.92'
<=
1
8
"
R
C
P
INV.14.17'
GRATE=16.35'
<=
1
8
"
R
C
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DI
INV.OUT=14.35'(S)
INV.IN=14.40(N)
8"PVC W/L
PER CFPUA
8"
P
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W
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PE
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P
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X
X
X
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16
P
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12
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6
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19 PINE
17
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15 OAK
8 OAK 21 OAK
11 OAK
26 PINE
18 OAK
12 OAK
36 OAK
7'
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W
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MH
25'
25
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UP 5' SIDEWALK
24 PECAN
INV.15.66'
INV.15.60'
24
"
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<=
1
5
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R
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24" RCP INV.=13.45'
INV.IN=15.35'
<=
1
8
"
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=
>
INV.OUT=14.67' (N)
INV.IN=14.74' (S)
RIM=17.52'
SSMH
D/W
GRAV.
D/W
CONC.
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1
3
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13
14
14
14
14
14
14
14
16
16
16
16
16
16
16
1
6
1
6
1
6
16
16
17
17
17
17
17
17
17
17
17
17
1
7
17
17 17
17
17
18
1
8
1
8
1
8
18
1
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18
1
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18
18
19
19
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9
19
21
21
2
1
22
22
2
2
15
15
15
15
15
15
15
15
15
15
15
20
20
2
0
INV.12.84'
INV.12.85'
NO EASEMENT LISTED
GENERAL UTILITY
EASEMENT WIDTH
10'
EXISTING
BUILDING
MATCH EX. ASPHALT
±17.517.2
17.05
17.25
17.8
DI# 1
RIM: 17.65
INV: 16.5
18.0
18.95
18.95
18.95
18.5
20.0
18.5
17.8
17.6
MATCH EX. ASPHALT
±18.25
SDMH#1
RIM: 16.8
INV: 15.5
17.45
18" FES#2 INV. 15.3
W/ 5'X10'X12" ED
18" RCP
18
"
R
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19
18
17
171819
15" R
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18.1
1
8
18
21
20
20.5
20.020
NCDOT DI# 1
RIM: 18.5
INV: 15.5
PROP. 10' PUBLIC D.E. & U.E.15" RCP
18" RCP
NCDOT CI# 1
RIM: 17.5
INV: 14.5
NCDOT CI# 2
RIM: 17.5
INV: 14.3
18
NCDOT SDMH#1
RIM: 16.8
INV: 13.6
18"
R
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P
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY CONSTRUCTION
ENTRANCE
17.05
30
"
R
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30" NCDOT CROSS PIPE E.S.#2 INV. 13.0
W/ 10'X15'X18" ED
SPEED LIMIT 35 MPH
SP
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MONITORING WELL
(TYP)
STAIR
STAIR
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UP
18.95
UP
18.81
18.81
18.81
18.81
18.81
18.95
18.95
18.15
5'
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18.95
18.95
18.95
18.75
18" FES#3 INV. 13.4
W/ 5'X10'X12" ED
30" NCDOT CROSS PIPE E.S. #1
INV: 13.2
18.0
17.9
17.55
18.81
18.75
18.75
18.25
18.25
18.75
18.25
18.95
17.75
18.85
6"
A
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1
2
CP
P
@
0
.
0
%
6" PVC @ 0.0%
16
PERMEABLE PAVEMENT AREA#1
18.75
PERMEABLE PAVEMENT AREA#3
PERMEABLE PAVEMENT AREA#2
18.75
17.25
17.8
18" FES#1 INV. 15.8
18.25
18.25
18.25
18.5
18.5
18.45
6" SDCO
(TYP)
18.75
18.25
18.75
3' CURB CUT
(TYP X 8)
18.5
BOC. 19.0
18.4
18.2
6"
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18.95
18.2
17.5
C-3
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1" = 30'
SITE DATA
PARCEL ID:R01109-001-001-000
CURRENT ZONING:B-2
PROJECT ADDRESS:5901 CASTLE HAYNE RD.
CASTLE HAYNE, NC 28429
CURRENT OWNER:REAGAN LLC
303 FOX LAKE DR.
CLINTON, NC 28328
TOTAL ACREAGE IN PROJECT BOUNDARY 75,707 S.F. (± 1.74 ac.)
TOTAL DISTURBED AREA 1.9 ac.
EN
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REVISIONS
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PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
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2024-007
FO
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CLIENT INFORMATION:
Reagan, LLC
303 Fox Lake Dr.
Clinton, NC 28328
OF 10
JAE
CDC
CDC
24x36
10/23/2025
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CASTLE AVE.
HOLLY SHELTER R
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PRE
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PROPERTY LINE
ADJOINERS
RUNOFF DIRECTION
WATERLINE
SANITARY SEWER LINE
SILT FENCE
LIMITS OF DISTURBANCE
SPOT ELEVATION
CURB INLET W/ INLET PROTECTION
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.
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.
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.
60'30'15'30'0'
Scale: 1"=30'
CONSTRUCTION SEQUENCE:
*PRIOR TO START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING WITH THE NHC EROSION CONTROL
INSPECTOR MUST BE HELD.*
CONSTRUCTION OF SITE TO START WITH INSTALLATION OF CONSTRUCTION ENTRANCE, SILT FENCE, AND
SILT FENCE OUTLETS ALONG ALL LOCATIONS PER PLANS. TREES CAN NOW BE REMOVED IN LOCATIONS AS
NECESSARY. SITE GRADING OF BUILDING PADS AND PARKING/ACCESS AREAS SHOULD FOLLOW. 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.ONCE PAVING IS COMPLETE, DANDY SACK INLET PROTECTION TO BE USED IF NEEDED, UNTIL SITE IS
STABILIZED.
7.A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8.MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
9.MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN PROVE TO
BE LESS EFFECTIVE.
10.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION AND
WITH APPROVAL FROM THE NHC EROSION CONTROL INSPECTOR. ALL PERMANENT MEASURES SHALL BE
WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
11.PERMEABLE CONCRETE SUBGRADE MUST BE EITHER SCARIFIED, RIPPED, OR TRENCHED TO MAINTAIN
THE PRE-CONSTRUCTION SUBGRADE INFILTRATION RATE.
12.GRADING FOR PERMEABLE PAVEMENT TO BE COMPLETED DURING DRY WEATHER.
13.AFTER INSTALLATION, PERMEABLE PAVEMENT SHALL BE PROTECTED FROM SEDIMENT DEPOSITION
UNTIL THE SITE IS COMPLETED AND STABILIZED. AN IN-SITU INFILTRATION PERMEABILITY TEST SHALL
BE CONDUCTED AND CERTIFIED ON THE PAVEMENT AFTER SITE STABILIZATION.
13.FIELD TESTING OF PERVIOUS CONCRETE 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.
C-4
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NTS
EN
G
I
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E
E
R
I
N
G
,
P
L
L
C
IN
T
R
A
C
O
A
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T
A
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REVISIONS
Wi
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8
5
9
.
8
9
8
3
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
Em
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:
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c
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2024-007
FO
R
CLIENT INFORMATION:
Reagan, LLC
303 Fox Lake Dr.
Clinton, NC 28328
OF 10
JAE
CDC
CDC
24x36
10/23/2025
Li
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s
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N
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:
P
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6
6
2
NE
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F
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SITE
CA
S
T
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H
A
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N
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D
CASTLE AVE.
HOLLY SHELTER R
D
.
PRE
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DRA
W
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FOR
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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/
2'
2'
10
'
WOOD SIDING
HORIZONTAL
(TREATED)
4"X4" POSTSFOOTINGS
CONCRETE
8"
8'
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
EX. ROAD ±2% SLOPE
CURB INLET DETAIL
NTS
VA
R
I
E
S
3000 PSI CONC.
FLOW
SECTION
6"
4"
8"
PRE-CAST CONC.
ASPHALT PAVEMENT
ELEV. VARIES
8"6"D 8"6"
GROUT
IN
S
I
D
E
W
A
L
L
BO
C
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
X
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"
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.
3'
-
0
"
M
I
N
.
FINISHEDGRADE 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
R7-8a Sign
(no arrows)
R7-8d Sign
R7-8P Sign 8"
V
A
R
I
E
S
PLAN
1" 6" 5 3/4"
MANHOLE DIAMETERSHALL BE 1'-0"LARGER THAN THE
FORM FLOW CHANNEL
3'-3" MIN. 3'-1 3/4" MIN.
CONC.MH BLOCKS PRECAST MH RINGS
SECTION
STORM DRAIN MANHOLE DETAIL
BLOCK CONC. M.H.
NTS
8"
P
O
U
R
E
D
B
A
S
E
8"LARGEST PIPE 8"
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
6"
8"
1
"
MIN
.
4'
-
0
"
NOTE
MIN WEIGHTS:FRAME: 208 LBS.COVER: 120 LBS.
3/4" CEMENT MORTAR SEAL
STD. M.H. RING & COVER
1'-0" OCM.H. STEPS @
5 3/
4
"
8"
1'-0" 1'-0"
DOT APPROVED
PRECAST 4" RISER RING
PRECAST M.H. UNITS WITH CAST IN PLACE STEPS @ 12" OC
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.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
2'
2'
4' MAX.
NCDOT #5 OR # 57
WASHED STONE
2:
1 16
"
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.
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
x
4"8"
4"
x x x x
x
8
4"
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 SHOWN
AWAY 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
1.5±0.5%1.0-8.3% (30"MAX RISE)
10% MAX (X=36"MIN)
8.3% MAX (X<36") (FOR ALTERATIONS ONLY)
RAMP
CURB AND GUTTER
WARNING DOMES
2' MIN
1.6-2.4" (TYP)
RAMP WIDTH
0.2"
Flare
WARNING DOMES
1/2" EXPANSION
JOINT (TYP)
4'
FLARE
WARNING DOME NOTES: 1. USE CONTRASTING COLORS, RED OR BLACK ON WHITE PAVEMENT.
2. USE CAST IN PLACE PAVERS FOR NEW CONSTRUCTION.
3. RUBBER MATS ARE PERMITTED FOR RETROFITS.
4. LANDING AND RAMP WIDTH MAY BE REDUCED TO 3' WHERE SPACE
IS LIMITED AND DESIGN IS APPROVED BY THE CITY ENGINEER.
X
LAN
D
I
N
G
1.6-2.4" (TYP)
TRUNCATED DOMES
BASE DIAMETER
0.9-1.4"
TOP DIAMETER 50-60%
OF BASE (TYP)
LANDING
MIN. LANDING WIDTH = RAMP WIDTH
MAX SLOPE 2% IN ANY DIRECTION
NTS
WHEEL CHAIR RAMP DETAIL
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"
D 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-47CH-BN 3A FOR CATCH
PLAN
CASTING
6"6"
STORM
SEWER
GRATE
REINFORCED CORNERS
MANAGEABLE
2 FOOT
CONTAINMENT
AREA
LIFT
STRAPS
OPTIONAL
OVERFLOW PORTS
DUMPING
STRAPS
STORM
INLET
DANDY SACK TM
DANDY SACK DETAIL
NTS
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:
CONSTRUCTION SPECIFICATIONS:
1. Ensure that the subgrade for the filter and riprap follows the required lines and grades shown in the
plan. Compact any fill required in the subgrade to the density of the surrounding undisturbed
material. Low areas in the subgrade on undisturbed soil may also be filled by increasing the riprap
thickness.
2. Filter cloth, when used, must meet design requirements and be properly protected from punching or
tearing during installation. Repair any damage by removing the riprap and placing another piece of
filter cloth over the damaged area. All connecting joints should overlap so the top layer is above the
downstream layer a minimum of 1 foot. If the damage is extensive, replace the entire filter cloth.
3. Riprap may be placed by equipment, but take care to avoid damaging the filter.
4. The minimum thickness of the riprap should be 1.5 times the maximum stone diameter.
5. Riprap may be field stone or rough quarry stone. It should be hard, angular, highly weather-resistant
and well graded.
6. Construct the apron on zero grade with no overfill at the end. Make the top of the riprap at the
downstream end level with the receiving area or slightly below it.
7. Ensure that the apron is properly aligned with the receiving stream and preferably straight throughout
its length. If a curve is needed to fit site conditions, place it in the upper section of the apron.
8. Immediately after construction,stabilize all disturbed areas with vegetation (Practices 6.10,
Temporary Seeding, and 6.11, Permanent Seeding).
MAINTENANCE:
Inspect riprap outlet structures weekly and after significant (1/2
inch or greater) rainfall events to see if any erosion around or
below the riprap has taken place, or if stones have been dislodged.
Immediately make all needed repairs to prevent further damage.
MIN. 12-1/2 GA.
INTERMEDIATE WIRES
TEMPORARY SILT FENCE
NTS
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
CONSTRUCTION SPECIFICATIONS:
MATERIALS:
1. Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certified by the manufacturer of supplier as
conforming to the requirements in ASTM D 6461. Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers to provide a
min. of 6 months of expected usable construction life at a temp. range of 0-120° F.
2. Ensure that posts are 1.25#/linear ft. min. steel with a min. length of 5'. Make sure that steel posts have projections to facilitate fastening the
fabric.
3. For reinforcement of standard strength filter fabric, use wire fence with a min. 14 ga. and a max. mesh spacing of 6".
CONSTRUCTION:
1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics
2. Ensure that the height of the sediment fence does not exceed 24" above the ground surface. (Higher fences may impound volumes of water
sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are necessary, securely fasten the
filter cloth only at support post with 4' min. overlap to the next post.
4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extend the wire mesh support to the
bottom of the trench. Fasten the wire reinforcement, then fabric on the upslope side of the fence post. Wire or plastic zip ties should have
min. 50# tensile strength.
5. When a wire mesh support fence is used, space posts a max. of 8' apart. Support posts should be driven securely into the ground a min. of
24".
6. Extra strength filter fabric with 6' post spacing does not require wire mesh support fence. Securely fasten the filter fabric directly to posts.
Wire or plastic zip ties should have a min. 50 # tensile strength.
7.Excavate a trench approx. 4" wide and 8" deep along the proposed line of posts and upslope from the barrier.
8.Place 12" of the fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill is critical to silt fence
performance.
10. Do not attach filter fabric to existing trees.
MAINTENANCE:
Inspect sediment fences at least once a week and after each rainfall. Make any required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume for the next rain and reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has
been properly stabilized.
NTS
6" CONCRETE
4" ABC
PARKING LOT PAVEMENT SECTION
COMPACTED
SUBGRADE
C-5
6
DE
T
A
I
L
S
NTS
EN
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I
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E
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I
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G
,
P
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C
IN
T
R
A
C
O
A
S
T
A
L
REVISIONS
Wi
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,
N
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8
9
8
3
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
Em
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:
C
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g
.
c
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m
2024-007
FO
R
CLIENT INFORMATION:
Reagan, LLC
303 Fox Lake Dr.
Clinton, NC 28328
OF 10
JAE
CDC
CDC
24x36
10/23/2025
Li
c
e
n
s
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N
u
m
b
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:
P
-
0
6
6
2
NE
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SITE
CA
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T
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H
A
Y
N
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R
D
CASTLE AVE.
HOLLY SHELTER R
D
.
PRE
L
I
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I
N
A
R
Y
DRA
W
I
N
G
D
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N
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FOR
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C-6
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DE
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A
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S
NTS
EN
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R
I
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G
,
P
L
L
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IN
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R
A
C
O
A
S
T
A
L
REVISIONS
Wi
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t
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,
N
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t
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C
a
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8
5
9
.
8
9
8
3
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
Em
a
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:
C
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.
c
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2024-007
FO
R
CLIENT INFORMATION:
Reagan, LLC
303 Fox Lake Dr.
Clinton, NC 28328
OF 10
JAE
CDC
CDC
24x36
10/23/2025
Li
c
e
n
s
e
N
u
m
b
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r
:
P
-
0
6
6
2
NE
W
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C
O
U
N
T
Y
,
N
C
RE
A
G
A
N
R
E
T
A
I
L
A
N
D
OF
F
I
C
E
C
E
N
T
E
R
SITE
CA
S
T
L
E
H
A
Y
N
E
R
D
CASTLE AVE.
HOLLY SHELTER R
D
.
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
6" MINIMUM
PERVIOUS CONCRETE SECTION #1
NTS
IN SITU SOIL
SUBGRADE
#57 STONE (WASHED)
6" PERVIOUS
CONCRETE
NOTES:
1.SUBGRADE MUST BE EITHER SCARIFIED, RIPPED, OR
TRENCHED TO MAINTAIN THE PRE-CONSTRUCTION SUBGRADE
INFILTRATION RATE.
2.ACF M200 WOVEN GEOTEXTILE FABRIC TO BE INSTALLED
BETWEEN SUBGRADE AND STONE BASE.
8" MINIMUM
PERVIOUS CONCRETE SECTION #2
NTS
IN SITU SOIL
SUBGRADE
#57 STONE (WASHED)
6" PERVIOUS
CONCRETE
NOTES:
1.SUBGRADE MUST BE EITHER SCARIFIED, RIPPED, OR
TRENCHED TO MAINTAIN THE PRE-CONSTRUCTION SUBGRADE
INFILTRATION RATE.
2.ACF M200 WOVEN GEOTEXTILE FABRIC TO BE INSTALLED
BETWEEN SUBGRADE AND STONE BASE.
IN SITU SUBGRADE
6" MIN. BASE LAYER
2" THICK BLOXX
2"SUPPORT LAYER
ECORASTER BLOXX SECTION #1
NTS
NOTES:
1.SUBGRADE MUST BE EITHER SCARIFIED, RIPPED, OR TRENCHED TO
MAINTAIN THE PRE-CONSTRUCTION SUBGRADE INFILTRATION RATE.
2.ACF M200 WOVEN GEOTEXTILE FABRIC TO BE INSTALLED BETWEEN
SUBGRADE AND STONE BASE.
3.ECORASTER BLOXX TO BE INSTALLED PER MANUFACTURER
RECOMMENDED SPECIFICATIONS.
IN SITU SUBGRADE
8" MIN. BASE LAYER
2" THICK BLOXX
2"SUPPORT LAYER
ECORASTER BLOXX SECTION #2
NTS
NOTES:
1.SUBGRADE MUST BE EITHER SCARIFIED, RIPPED, OR TRENCHED TO
MAINTAIN THE PRE-CONSTRUCTION SUBGRADE INFILTRATION RATE.
2.ACF M200 WOVEN GEOTEXTILE FABRIC TO BE INSTALLED BETWEEN
SUBGRADE AND STONE BASE.
3.ECORASTER BLOXX TO BE INSTALLED PER MANUFACTURER
RECOMMENDED SPECIFICATIONS.
IN SITU SUBGRADE
12" MIN. BASE LAYER
2" THICK BLOXX
2"SUPPORT LAYER
ECORASTER BLOXX SECTION #3
NTS
NOTES:
1.SUBGRADE MUST BE EITHER SCARIFIED, RIPPED, OR TRENCHED TO
MAINTAIN THE PRE-CONSTRUCTION SUBGRADE INFILTRATION RATE.
2.ACF M200 WOVEN GEOTEXTILE FABRIC TO BE INSTALLED BETWEEN
SUBGRADE AND STONE BASE.
3.ECORASTER BLOXX TO BE INSTALLED PER MANUFACTURER
RECOMMENDED SPECIFICATIONS.
12" MINIMUM
PERVIOUS CONCRETE SECTION #3
NTS
IN SITU SOIL
SUBGRADE
#57 STONE (WASHED)
6" PERVIOUS
CONCRETE
NOTES:
1.SUBGRADE MUST BE EITHER SCARIFIED, RIPPED, OR
TRENCHED TO MAINTAIN THE PRE-CONSTRUCTION SUBGRADE
INFILTRATION RATE.
2.ACF M200 WOVEN GEOTEXTILE FABRIC TO BE INSTALLED
BETWEEN SUBGRADE AND STONE BASE.