HomeMy WebLinkAboutWTC Buildings 5 & 6 Site PlanU
S
H
W
Y
4
2
1
I-1
4
0
SUTT
O
N
L
A
K
E
R
D
C
S
X
R
A
I
L
R
O
A
D
RALEIGH, NC 27604
BUILDINGS 5 & 6
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTACT THESE UTILITIES
NEW HANOVER COUNTY
PLANNING
PH: 910-798-7165
ENGINEERING
PH: 910-798-7139
PIEDMONT NATURAL GAS
ATTN: PAUL GONKA
PH: 910-251-2810
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)
ENGINEERING/INSPECTIONS
PH: 910-332-6560
OPERATIONS/MAINTENANCE
PH: 910-322-6550
DUKE ENERGY PROGRESS
DISTRIBUTION CONSTRUCTION SERVICE
PH: 910-256-7258
DEP CSC PH: 1-800-452-2777
AT&T/BELL SOUTH
ATTN: CHRISSY COSTON
PH: 910-341-7664
TIME WARNER CABLE
PH: 910-763-4638
NEW HANOVER COUNTY
SHEET INDEX
APRIL 2026
C-0.0 COVER SHEET
APPROVALS:CONSULTANTS:
LANDSCAPE ARCHITECT:
NEW HANOVER COUNTY, NORTH CAROLINA
WTC LAND COMPANY, LLC
1101 E. WHITAKER MILL ROAD, SUITE 240
RALEIGH, NC 27604
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: JEREMY BLAIR, PE (ENGINEERING)
ATTN: ALLISON ENGEBRETSON (LANDSCAPE)
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: JOSH TAYLOR, PLS
PROJECT # 22272.PE
APPLICANT:
ENGINEER /
SURVEYOR :
PREPARED BY:
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
-
N
O
T
R
E
L
E
A
S
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
WILMINGTON TRADE CENTER
SHEET NUMBER SHEET TITLE
APRIL 2026
FOR
TRC DESIGN DOCUMENTS
3930 US HWY 421 N
WTC LAND COMPANY, LLC
1101 E. WHITAKER MILL ROAD, SUITE 240
VICINITY MAP
SCALE: 1" = 1,000'
SITE
OVERALL SITE PLANC-2.0
SITE PLANC-2.1
WILMINGTON TRADE CENTER
SITE DETAILSC-2.2
W
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
U
G
U
G
UG
UGUGUGUG
UGT UGGASMARKERUGUGUGUGUGUG
NCGS MONUMENT "FINA"(1980)
N:204,041.30'
E:2,307,567.82
NAD 83(2001)
GF:1.000007600987
CON: N 00°35'16.095" W
5
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
100
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
10
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
10
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
1
0
0
-
Y
R
6
0
.
0
'
R
I
G
H
T
O
F
W
A
Y
C
A
R
O
L
I
N
A
P
O
W
E
R
&
L
I
G
H
T
D
.
B
.
6
2
8
,
P
G
.
6
5
1
M
.
B
.
4
8
,
P
G
.
2
3
5
SEAMIST
PROPERTIES LLC
PARCEL 1C-R
M.B. 71, PG. 367
WTC 2 PARTNERS LLC
R02400-001-051-000
PARCEL 1B
M.B. 69, PG. 97
WTC 2 PARTNERS LLC
PARCEL 1A
R02400-001-041-000
M.B. 69, PG. 97
BG
M
P
R
O
P
E
R
T
I
E
S
,
L
L
C
R0
2
4
0
0
-
0
0
1
-
0
0
7
DB
5
1
6
6
,
P
G
2
7
3
8
PB
5
1
,
P
G
5
4
FO
FO
MARITIME WEST
DEVELOPMENT LLC.
R02400-048-000
D.B. 6154, PG. 2247
M.B.65, PG. 3
DILLON SUPPLY
COMPANY
R02400-001-050
D.B. 4971, PG. 2250
M.B.71, PG. 367
3820 WILMINGTON LLC
R02400-001-049
D.B. 6602, PG. 1476
M.B. 71, PG. 367
STEPAN COMPANY
R02400-001-001
D.B. 6409, PG. 186
STEPAN COMPANY
R02400-001-001
D.B. 6409, PG. 186
STEPAN COMPANY
R02400-001-001
D.B. 6409, PG. 186
18"
R
C
P
DLH HOLDINGS, LLC
R02400-001-061-000
M.B. 71, PG. 367
DLH HOLDINGS, LLC
R02400-001-062-000
M.B. 71, PG. 367
DLH HOLDINGS, LLC
R02400-001-063-000
M.B. 71, PG. 367
WAREHOUSE100
DUMPSTER-
DUMPSTER
-
8W
8W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
PP
W W W W W W W W W W
W W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W
W
FM FM
FM FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMWWWWWWWWWWWWWWWWWWWWWWWWWWUGUG
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUT
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUG
VAN VAN
T
T
VAN VAN VAN
VAN
U.S.HIGHWAY 421
150' PUBLIC RIGHT-OF-WAY
10+00
-10-9-8-7 -6-5 -4 -3 -2 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
18 17 16 15 14 13 12
-10-9-8-7-6-5-4-3-2-11234567891011
-10-8 -6 -4 -2 2 4 6 8 1012141617171615141312
-10 -9 -8 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
17 16 15
14
15
16
17
17
16
15
14
13
12
11
10
9
8
7
6
5
4321
-1
-2-3-4-5-6-7-8-9-10
11+
0
0
X
X
T
T
VAN VAN VAN
VANVANVAN
U
S
H
W
Y
4
2
1
C
S
X
R
A
I
L
R
O
A
D
SUTT
O
N
L
A
K
E
R
D
I-1
4
0
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
BU
I
L
D
I
N
G
S
5
&
6
C-2.0
04
/
1
5
/
2
6
1"
=
2
0
0
'
JR
B
JR
B
JR
B
SITE
VICINITY MAP
SCALE: 1" = 2,000'
SITE DATA TABULATION
OVERALL PROJECT ADDRESS:3930 US HWY 421 N
WILMINGTON, NC 28401
PROPERTY OWNER:WTC LAND COMPANY, LLC
1101 E. WHITAKER MILL ROAD, SUITE 240
RALEIGH, NC 27604
PARCEL ID: R02400-001-037-000
DEED BOOK / PAGE:6668 / 2260
CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA:±186.89 ACRES OR 8,140,791 SF
PHASE 2 SITE AREA:±18.85 ACRES OR 821,106 SF
PROPOSED USE:WAREHOUSING / MANUFACTURING
FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA
FLOOD PANELS 3720320000L & 3720321000K,
DATED AUGUST 28, 2018
BUILDING DATA (PHASE 2 BUILDING 5 & 6)
NUMBER OF BUILDINGS:2
BUILDING GROSS FLOOR AREA:305,760 SF
PROPOSED BUILDING HEIGHT:41'
NUMBER OF STORIES:1
TOTAL BUILDING AREA (FOOTPRINT):305,760 SF
BUILDING LOT COVERAGE:37.2% (305,760 / 821,106 SF)
DISTURBED AREA:±18 AC
DIMENSIONAL REQUIREMENTS 1-2
FRONT SETBACK:50'
SIDE SETBACK, STREET:50'
SIDE SETBACK, INTERIOR:N/A (INDUSTRIAL ZONING)
REAR SETBACK:N/A (INDUSTRIAL ZONING)
MAX BUILDING HEIGHT:N/A
PARKING STANDARDS
STANDARD:1.5 SPACES PER 1,000 SF
REQUIRED:459 SPACES (1.5 X 305.76)
PROVIDED:292 SPACES*
*PARKING REDUCED IN ACCORDANCE WITH
SECTION 5.1.3 OF THE UDO
LOADING BERTHS PROVIDED:24 PER BUILDING
IMPERVIOUS AREA
PROPOSED IMPERVIOUS AREA:
BUILDINGS:305,760 SF
PARKING / DRIVEWAYS:362,936 SF
SIDEWALKS:10,800 SF
TOTAL 679,496 SF
GENERAL NOTES
1.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH
SECTION 5.6 OF THE UDO.
2.NO CONSERVATION AREAS EXIST ON THE SITE.
3.NO WETLAND EXISTS ON THE SITE.
4. A TRAFFIC IMPACT ANALYSIS HAS BEEN COMPLETED FOR THE PROPOSED
DEVELOPMENT.
WASTE DISPOSAL
WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS
LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH AND RELATED EQUIPMENT SHALL
BE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY AND ADJACENT PROPERTY.
UTILITY INFORMATION
CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITH
CFPUA STANDARD DETAILS AND SPECIFICATIONS.
EXTERIOR LIGHTING
EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
FIRE PROTECTION
REFER TO WILMINGTON TRADE CENTER SECTION 2 - BUILDINGS 4 & 7 PLANS FOR
LOCATION OF FIRE PUMP BUILDING AND FDC.
0 100 200 400 800
SCALE: 1"=200'
GRAPHIC SCALEGRAPHIC SCALE
N
A
D
8
3
(
2
0
1
1
)
BUILDING 7
152,880 SF
BUILDING 4
152,880 SF
FUTURE BUILDING 8
PROPOSED BUILDING 6
152,880 SF
PROPOSED BUILDING 5
152,880 SF
FUTURE BUILDING 9 FUTURE BUILDING 10
FU
T
U
R
E
B
U
I
L
D
I
N
G
1
2
FU
T
U
R
E
B
U
I
L
D
I
N
G
1
1
PERMITTED
STORMWATER
FACILITY
PERMITTED STORMWATER
CONTROL MEASURE
(WET POND #1)
FUTURE DEVELOPMENT
FUTURE DEVELOPMENT
PHASE 2
BUILDING 5 & 6
BOUNDARY
EXISTING PUMP
STATION
FUTURE DEVELOPEMENT
PHASE 2 BOUNDARY
PARCEL BOUNDARY
CONTOUR LINE
LEGEND
31
8F 8F
W W
SS SS
PROPOSED FIRE MAIN
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
PROPOSED STORM DRAIN
FLOOD ZONE BOUNDARY
OVERHEAD EQUIPMENT
EXISTING 100' TEMP. CONSTRUCTION
& ACCESS EASEMENT
EXISTING 65' ACCESS
& UTILITY EASEMENT
EXISTING 65' ACCESS
& UTILITY EASEMENT
LOADING AREA
/ TRUCK COURT
100-YR
OHE
EXISTING 60'
PERMANENT EASEMENT
PROPOSED 45'
PRIVATE R/W
ROAD B
RO
A
D
A
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
-
S
C
L
i
c
e
n
s
e
#
:
0
0
3
5
4
2
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
C
US
H
I
G
H
W
A
Y
4
2
1
WI
L
M
I
N
G
T
O
N
T
R
A
D
E
C
E
N
T
E
R
22272.PE
WT
C
L
A
N
D
C
O
M
P
A
N
Y
,
L
L
C
11
0
1
E
.
W
H
I
T
A
K
E
R
M
I
L
L
R
O
A
D
,
S
T
E
2
4
0
RA
L
E
I
G
H
,
N
C
2
7
6
0
4
PR
E
L
I
M
I
N
A
R
Y
D
R
A
W
I
N
G
-
N
O
T
R
E
L
E
A
S
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
LANDSCAPE CALCULATIONS:
FOUNDATIONS PLANTINGS
1.FOUNDATION PLANTINGS ARE EXEMPT FROM PORTIONS OF THE
BUILDING WITH ACCESS DOORS AND FROM THE REAR OF THE BUILDING
WHEN LESS THAN 10 PERCENT OF THE TOTAL REQUIRED PARKING IS
LOCATED IN THE REAR.
REQUIRED: 2,184 SF = (728' X 25') = 18,200 X 12%
PROVIDED PER BUILDING :3,516 SF
INTERIOR PARKING AREA
BUILDING 5
REQUIRED:3,628 SF = (45,353 SF X 8%)
PROVIDED:3,680 SF
BUILDING 6
REQUIRED:3,600 SF = (44,994 SF X 8%)
PROVIDED:3,686 SF
STREET YARD
BUILDING 6
REQUIRED (SECONDARY - ROAD B): 799 LF - 50 LF DRIVEWAYS = 749 LF
= 9,363 SF (749 X 12.5)
PROVIDED:20,419 SF
X
X
W W W W
X
X
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
VAN
VAN
10F 10F 10F 10F 10F 10F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
-6 -5 -4 -3 -2 -1 1 2 3 4 5 6 7 8 9 10 11
SSSSSSSSSSSSSSSSSS
10
F
10
F
T
T
VAN VAN VAN
VANVANVAN
10
F
10
F
10F 10F 10F 10F 10F 10F 10F 10F 10F 10F 10F 10F 10F 10F 10F 10F
10
F
10
F
10
F
10
F
10
F
10
F
10
F
10
F
10
F
10
F
10
F
10
F
10
F
10
F
CO
CO
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
COCO
CO
CO
CO
CO
CO
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
U
S
H
W
Y
4
2
1
C
S
X
R
A
I
L
R
O
A
D
SUTT
O
N
L
A
K
E
R
D
I-1
4
0
SI
T
E
P
L
A
N
BU
I
I
L
D
I
N
G
S
5
&
6
C-2.1
04
/
1
5
/
2
6
1"
=
6
0
'
JR
B
JR
B
JR
B
SITE
VICINITY MAP
SCALE: 1" = 2,000'
0 30 60 120 240
SCALE: 1"=60'
GRAPHIC SCALEGRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
PROPOSED BUILDING 6
152,880 SF
PROPOSED BUILDING 5
152,880 SF
12'
58
'
9'
18
'
ROAD B 45'
PRIVATE RIGHT-OF-WAY
24
'
9'
18
'
24
'
12
2
'
12'
12
2
'
58
'
12'
12'
24'
24
'
60
'
62
'
40
'
LOT 5
±9.39 AC OR 408,928 SF
LOT 6
±9.46 AC OR 412,560 SF
50' BUILDING SETBACK
R02400-001-001-000
STEPAN COMPANY
ZONING: I-2
R02400-001-051-000
WTC 2 PARTNERS LLC
ZONING: I-2
FUTURE
DEVELOPMENT
24
'
30'
19
0
'
10
1
'
PERMITTED STORWATER
FACILITY
LOADING AREA
/ TRUCK COURT
19
0
'
FOUNDATION
PLANTING AREAS, TYP.
10' X 70' SIGHT DISTANCE
TRIANGLE, TYP.
CONCRETE ISLAND
(TURNDOWN SIDEWALK)
FOUNDATION
PLANTING AREAS, TYP.
SITE DATA TABULATION
PROJECT ADDRESS:3930 US HWY 421 N
WILMINGTON, NC 28401
PROPERTY OWNER:WTC LAND COMPANY, LLC
1101 E. WHITAKER MILL ROAD, SUITE 240
RALEIGH, NC 27604
PARCEL ID: R02400-001-037-000
DEED BOOK / PAGE:6668 / 2260
CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA:±186.89 ACRES OR 8,140,791 SF
PHASE 2 SITE AREA:±18.85 ACRES OR 821,106 SF
PROPOSED USE:WAREHOUSING / MANUFACTURING
FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA
FLOOD PANELS 3720320000L & 3720321000K,
DATED AUGUST 28, 2018
BUILDING DATA (PHASE 2 - BUILDINGS 5 & 6)
NUMBER OF BUILDINGS:2
BUILDING GROSS FLOOR AREA:305,760 SF
PROPOSED BUILDING HEIGHT:41'
NUMBER OF STORIES:1
TOTAL BUILDING AREA (FOOTPRINT):305,760 SF
BUILDING LOT COVERAGE:37.2% (305,760 / 821,106 SF)
DISTURBED AREA:±18 AC
DIMENSIONAL REQUIREMENTS 1-2
FRONT SETBACK:50'
SIDE SETBACK, STREET:50'
SIDE SETBACK, INTERIOR:N/A (INDUSTRIAL ZONING)
REAR SETBACK:N/A (INDUSTRIAL ZONING)
MAX BUILDING HEIGHT:N/A
PARKING STANDARDS
STANDARD:1.5 SPACES PER 1,000 SF
REQUIRED:459 SPACES (1.5 X 305.76)
PROVIDED:292 SPACES*
*PARKING REDUCED IN ACCORDANCE WITH
SECTION 5.1.3 OF THE UDO
LOADING BERTHS PROVIDED:24 PER BUILDING
IMPERVIOUS AREA
PROPOSED IMPERVIOUS AREA:
BUILDINGS:305,760 SF
PARKING / DRIVEWAYS:362,936 SF
SIDEWALKS:10,800 SF
TOTAL 679,496 SF
GENERAL NOTES
1.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH
SECTION 5.6 OF THE UDO.
2.NO CONSERVATION AREAS EXIST ON THE SITE.
3.NO WETLAND EXISTS ON THE SITE.
4. A TRAFFIC IMPACT ANALYSIS HAS BEEN COMPLETED FOR THE PROPOSED
DEVELOPMENT.
WASTE DISPOSAL
WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS
LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH AND RELATED EQUIPMENT SHALL
BE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY AND ADJACENT PROPERTY.
UTILITY INFORMATION
CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITH
CFPUA STANDARD DETAILS AND SPECIFICATIONS.
EXTERIOR LIGHTING
EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
FUTURE DEVELOPEMENT
STANDARD DUTY ASPHALT
PAVEMENT
HEAVY DUTY ASPHALT
PAVEMENT
HEAVY DUTY CONCRETE
PAVEMENT
PHASE 2 BOUNDARY
PARCEL BOUNDARY
CONTOUR LINE
LEGEND
31
8F 8F
W W
SS SS
PROPOSED FIRE MAIN
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
PROPOSED STORM DRAIN
FLOOD ZONE BOUNDARY
OVERHEAD EQUIPMENT
LOADING BERTH
PARKING COUNT
100-YR
OHE
R25'
R
2
5
'
R25
'
R1
8
'
R18
'
R2
5
'
R
2
5
'
PROPOSED STORM DRAIN (TYP.)
PROPOSED HYDRANT (TYP.)
PROPOSED DOMESTIC
WATER SERVICE
EXISTING GRAVITY SEWER (TYP.)
PROPOSED WATER MAIN
(TYP.)
EXISTING WATER MAIN
13'
60
'
13' x 60' LOADING BERTH, TYP.
(24 PROPOSED PER BUILDING)
13' x 60' LOADING BERTH, TYP.
(24 PROPOSED PER BUILDING)
9'
LB
25
STANDARD DUTY ASPHALT PAVEMENT
STANDARD DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
PROPOSED FIRE MAIN (TYP.)
LOADING AREA
/ TRUCK COURT
SECONDARY STREET
YARD AREA
HEAVY DUTY ASPHALT PAVING SECTION
NOT TO SCALE
6"6"
12"
6.5" CONCRETE MIN.
4,500 PSI CONCRETE
ASPHALT TO CONCRETE PAVEMENT TRANSITION
NOT TO SCALE
ASPHALT
STANDARD DUTY ASPHALT PAVING SECTION
NOT TO SCALE
6"12"
12
"
6.5" THK. PORTLAND CEMENT CONCRETE
4,500 PSI MIN. MODIFIED WITH 7.5 LBS OF
FIBER MESH PER CUBIC YARD
COMPACTED SUBGRADE IN ACCORDANCE
WITH GEOTECHNICAL REPORT
NOTE: DETAIL PER RECOMMENDATIONS IN GEOTECH REPORT
EXCEPT THAT FIBER MESH IS SUBSTITUTED FOR WIRE FABRIC
REINFORCEMENT. PER GEOTECH, INSTALL DOWELS ALONG
CONSTRUCTION JOINTS TO TRANFER LOAD ACROSS THE JOINTS.
HEAVY DUTY CONCRETE PAVING SECTION
NOT TO SCALE
4" THK. MIN. NCDOT CRUSHED STONE
AGGREGATE COMPACTED IN ACCORDANCE
WITH THE GEOTECHNICAL REPORT
CONCRETE WHEEL STOPS (TYP.)
NOTE: DETAIL PER RECOMMENDATIONS IN GEOTECH REPORT.
NOTE: DETAIL PER RECOMMENDATIONS IN GEOTECH REPORT.
6" - AGGREGATE BASE COURSE
COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT
COMPACTED SUBGRADE IN
ACCORDANCE WITH THE
GEOTECHNICAL REPORT
COMPACTED SUBGRADE
IN ACCORDANCE WITH
GEOTECHNICAL REPORT
8" - AGGREGATE BASE COURSE
COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT
COMPACTED SUBGRADE IN
ACCORDANCE WITH THE
GEOTECHNICAL REPORT
10
'
10
'
10
'
10
'
3.0" (2 LIFTS OF 1.5") - SF9.5B SURFACE IN
ACCORDANCE WITH NCDOT SPECIFICATIONS
2.5" I-19.0B INTERMEDIATE COURSE
1.5" S9.5B SURFACE COURSE
50
'
TURNDOWN
SIDEWALK, TYP.
TURNDOWN
SIDEWALK, TYP.
CONCRETE FLUME
(SEE DETAIL)CONCRETE FLUME
(SEE DETAIL)
CONCRETE FLUME (SEE DETAIL)CONCRETE FLUME (SEE DETAIL)
TURNDOWN
SIDEWALK, TYP.
TURNDOWN
SIDEWALK, TYP.
EXISTING UTILITY
AND ACCESS
EASEMENT
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
-
S
C
L
i
c
e
n
s
e
#
:
0
0
3
5
4
2
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
C
US
H
I
G
H
W
A
Y
4
2
1
WI
L
M
I
N
G
T
O
N
T
R
A
D
E
C
E
N
T
E
R
22272.PE
WT
C
L
A
N
D
C
O
M
P
A
N
Y
,
L
L
C
11
0
1
E
.
W
H
I
T
A
K
E
R
M
I
L
L
R
O
A
D
,
S
T
E
2
4
0
RA
L
E
I
G
H
,
N
C
2
7
6
0
4
PR
E
L
I
M
I
N
A
R
Y
D
R
A
W
I
N
G
-
N
O
T
R
E
L
E
A
S
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R2
0
'
18 17 17 19
18191817
LB
LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB
LB
LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB
LB
LB
EXISTING STORM DRAIN (TYP.)
R45'
R
5
0
'
R50
'
R45'
14
0
'
PROPOSED DOMESTIC
WATER SERVICE
BUILDING 4
152,880 SF
LOT 4
±9.25 AC OR 402,981 SF
BUILDING 7
152,880 SF
LOT 7
±9.31 AC OR 405,378 SF30'
23 25 25
262624
RETAINING WALL (TYP.)
RETAINING WALL (TYP.)
PROPOSED PROPERTY LINE
SI
T
E
D
E
T
A
I
L
S
BU
I
I
L
D
I
N
G
S
5
&
6
C-2.2
04
/
1
5
/
2
6
1"
=
6
0
'
JR
B
JR
B
JR
B
GROOVED CONTRACTION
1/2" EXPANSION JOINT- MAX. 50' O.C.
& BETWEEN STRUCTURES
JOINT
4"
5'-0"
PLAN VIEW
SECTION VIEW
1/4" PER FT.
3000 PSI
CONCRETE
RAD.
1/8"
EXPANSION JOINT
1/2" JOINT
CONTRACTION JOINT
1/8'' RADIUS, TYP.
DUMMY GROOVE
1/8"
4"1"
ASPHALT
PAVEMENT
7'
WHEELCHAIR RAMP - TYPE 1
TAPER DOWN SIDEWALK
1:12 MAX SLOPE (TYP)
WALK WALK
5.
0
'
M
I
N
.
5' MIN.
ISOMETRIC
FLUSH WITH PARKING LOT SURFACE
2%
M
A
X
.
SL
O
P
E
DETECTABLE WARNING PADS
PER ADA GUIDELINES.
1:12 MAX SLOPE (TYP)
RAISED SIDEWALK OR TAPERED UP TO
EXISTING HARDSCAPE/SIDEWALK
PAINT MARKINGS
PER ADA GUIDELINES.
PAINT MARKINGS
PER ADA GUIDELINES.
OPTIONAL WHEEL STOPS.
2'
VARIABLE BASE DIAMETER TO
BE 0.90"R - 1.40"R
TOP DIAMETER TO BE NO
LESS THAN 50% TO NO
MORE THAN 60% OF THE
BASE DIAMETER
0.90" TO 1.40"0.65" MIN
0.
2
0
"
1.6" TO 2.4"
DETECTABLE WARNING MAT
NOT TO SCALE
1'
-
0
"
2'-0"
0'-5"1"1'-6"
1"R
12"R
114"R
0'
-
6
"
0.5"
0'
-
6
"
0'
-
6
.
5
"
6" CABC
(MIN. 12"
BEYOND BOC)
STANDARD 24" CURB SECTION
NOT TO SCALE
USE SPILL OR STD SLOPE PER GRADES
NOTES:
2.
1.
POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.
METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
5.TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
8.
7.
6.
SPACING BETWEEN LINES.
ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.
CORNER RADIUS OF SIGNS SHALL BE 2.5"
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS
BY 3M COMPANY.
REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
TRANSPARENT FILE #639.
SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, "SKOTCHCAL"
4.
3.
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
COMPRESSIVE STRENGTH OF 3000 PSI.
CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
9.MOUNT ON BUILDING OR METAL POST AS DIRECTED.
12"
PARKING
RESERVED
$ 250
MAXIMUM
PENALTY
7'
PAVEMENT/GRASS
$ 250
PENALTY
MAXIMUM
9"
9"
2"
R7-8D
12"x9"
6"
18"
MUTCD
12"x18"
R7-8
R7-8a9"VAN
PARKING
RESERVED
ACCESSIBLE
18"
2"
12"x6"
12"
HANDICAP SIGN DETAIL
NOT TO SCALE
TURNDOWN SIDEWALK DETAIL
NOT TO SCALE
CONCRETE DRAINAGE FLUME
NOT TO SCALE
1. SYMBOL TO BE PAINTED
(HIGHWAY GRADE) YELLOW PER
ACCESSIBILITY STANDARDS.
10"
5"20"
5"
5"
5"
20
"
5"
6"
18"
12"
12
'
-
0
"
T
O
SI
D
E
W
A
L
K
HANDICAPPED PARKING SYMBOL
NOT TO SCALE
CURB END TAPER DETAIL
NOT TO SCALE
ELEVATION VIEW
PLAN VIEW
PROPOSED
CONCRETE CURBING
5'
-ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR
-PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO
ENCROACH INTO INTERSECTION AREAS.
-ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING
SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION
JOINTS UNLESS APPROVED BY THE ENGINEER.
PAVEMENT MARKINGS
ARROW SYMBOLS
GENERAL NOTES
COMBINATION LEFT AND
STRAIGHT AND RIGHT TURN ARROW
COMBINATION LEFT
AND RIGHT TURN ARROW
COMBINATION STRAIGHT AND
LEFT OR RIGHT TURN ARROW
RIGHT OR LEFT
TURN ARROWSTRAIGHT ARROW
NOT TO SCALE
20"
5'-
4
"
10
'
-
0
"
4'-
8
"
14"14"
12"
12"
6'-4"
36"
8"
44
"
32
"
28
"
32"
R28"
R40"
28
"
4"
24
"
12"
8'-
4
"
32
"
44
"
28
"
32"
4"
R28"
R40"
24
"
12"
6'-4"
13
'
-
4
"
14"
12
"
5'-
4
"
20"
36"
8"
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
-
S
C
L
i
c
e
n
s
e
#
:
0
0
3
5
4
2
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
C
US
H
I
G
H
W
A
Y
4
2
1
WI
L
M
I
N
G
T
O
N
T
R
A
D
E
C
E
N
T
E
R
22272.PE
WT
C
L
A
N
D
C
O
M
P
A
N
Y
,
L
L
C
11
0
1
E
.
W
H
I
T
A
K
E
R
M
I
L
L
R
O
A
D
,
S
T
E
2
4
0
RA
L
E
I
G
H
,
N
C
2
7
6
0
4
PR
E
L
I
M
I
N
A
R
Y
D
R
A
W
I
N
G
-
N
O
T
R
E
L
E
A
S
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N