HomeMy WebLinkAbout25200.PE Lot 2R - 3705 Hwy 421 TRC Plan Set_v1ROYMAC INDUSTRIAL PARK
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FIRE STATION
421
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SITE
MAY 2025
FOR:
1213 CULBRETH DR., SUITE 206
WILMINGTON, NC 28451
NEW HANOVER COUNTY, NORTH CAROLINA
TRC DESIGN DOCUMENTS
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LOT 2R 3705 U.S. HWY 421
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
SHEET INDEX
MAY 2025
APPROVALS:CONSULTANTS:
LANDSCAPE ARCHITECT:
NEW HANOVER COUNTY, NORTH CAROLINA
ADAMS SOUTHEASTERN CONSTRUCTION
1213 CULBRETH DR, SUITE 236
WILMINGTON, NC 28405
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: ROB BALLAND, 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 # 25200.PE
APPLICANT:
ENGINEER /
SURVEYOR :
PREPARED BY:
122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
LOT 2R 3705 U.S. HWY 421
SHEET NUMBER SHEET TITLE
C-0.0 COVER SHEET
SITE PLANC-2.1
OVERALL SITE PLANC-2.0
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 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 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 FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
BCC OF EDENTON, LLC
PARID: R03200-001-030-000
D.B. 5708, PG. 1365
M.B. 37, PG. 85
SOUTH ATLANTIC
SERVICES, INC
PARID: R03200-002-001-003
D.B. 6076, PG. 617
M.B. 61, PG. 20
TURNER COASTAL
PROPERTIES, LLC
PARID: R03200-002-001-006
D.B. 6566, PG. 2588
DIROSSE ENTERPRISES, LLC
PARID: R03200-001-018-000
D.B. 6152, PG. 2948
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2
1
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W
4
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8
8
'
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N 29°31'17" W 951.45' TOTAL
N 5
7
°
1
4
'
0
1
"
E
8
1
5
.
7
2
'
T
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S 32°50'21" E 450.00' TOTALS 32°37'12" E 174.73' TOTAL
S
5
7
°
1
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0
6
"
W
4
1
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.
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S 32°37'00" E 325.00' TOTAL
65
.
1
0
'
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.
6
2
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200.00'250.00'160.42'164.61'
324.01'
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9
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41
5
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0
0
'
65
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9
'
38
8
.
7
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'
500.73'
211.68'
200.32'
250.40'
N 5
7
°
1
3
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8
0
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4
7
'
64
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9
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N 29°31'17" W 503.10'
EXISTING PAVED PARKING
X X X X X X X X X X X X X X X X X X X X X X X X
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TV
LLP 16
OAK 15
OAK 15
LLP 18
LLP 12
OAK 8
LLP 12
LLP 12LLP 12OAK 8
LLP 12
CED 12
LLP 16
MAG 7
OAK 8
OAK 8
LLP 12
LLP 15
LLP 12
CHR 4
LLP 12 LLP 12
OAK 8
LLP 12
LLP 12
LLP 12
LLP 12
LLP 16
MAG 4
LLP 17
LLP 16
OAK 8LLP 12
LLP 14
LLP 14
MAG 6
LLP 12
LLP 12
LLP 12
LLP 12
LLP 12
LLP 16
LLP 16
LLP 12
LLP 12
LLP 12
LLP 12
LLP 12
LLP 15 LLP 12
LLP 12
LLP 12
LLP 12LLP 12LLP 14
LLP 12LLP 12LLP 12
LLP 12
LLP 15
LLP 12
LLP 12
LLP 15
LLP 13
LLP 12
LLP 13
LLP 13
LLP 12
LLP 12
OAK 8
LLP 12
LLP 12LLP 12 LLP 14
LLP 12
LLP 12
LLP 12
LLP 13
LLP 14LLP 12
LLP 12
LLP 12
LLP 14
LLP 12OAK 12
LLP 12
LLP 12
LLP 12
OAK 10
LLP 12
LLP 13
LLP 12
LLP 14
LLP 12OAK 6
OAK 6
OAK 8
LLP 12
LLP 12 LLP 12
OAK 8
LLP 12
LLP 12
LLP 12
OAK 8
LLP 12
LLP 12
LLP 12LLP 16
LLP 14
LLP 14
DW 6
LLP 14
LLP 14
LLP 12 LLP 16
LLP 14
LLP 16
LLP 14
LLP 18
LLP 12
CED 12
LLP 12
LLP 16 OAK 4
LLP 12LLP 18
OAK 6
LLP 12
LLP 8
LLP 14
LLP 8
LLP 12 OAK 6
OAK 6
OAK 12 LLP 8
OAK 8
LLP 8
LLP 12
OAK 6
LLP 12
LLP 8
LLP 16
LLP 18
LLP 8
LLP 18
LLP 12
LLP 8
LLP 14
LLP 12 LLP 14
LLP 14
LLP 14
LLP 8
LLP 14
LLP 8
LLP 10
LLP 8LLP 14
LLP 8
LLP 14
LLP 12
LLP 12
LLP 12
LLP 12
LLP 8
LLP 12 LLP 8
LLP 16
LLP 8
LLP 20
LLP 8
LLP 12LLP 12
LLP 8
LLP 14
LLP 12LLP 12
LLP 12LLP 16
LLP 12
LLP 12
LLP 12
LLP 14
OAK 6LLP 12
LLP 12
OAK 8
LLP 16
LP 24
LLP 12
LLP 12
LLP 8
LLP 8 LLP 8
LLP 12
LLP 12LLP 12
LLP 12
LLP 16
OAK 8
OAK 10
LO 10
OAK 8
LLP 8
LLP 16
LLP 8
LLP 12
LLP 8LLP 8
OAK 6
CED 10
LLP 8
LLP 12
LLP 8
LLP 16
LLP 12
LLP 14
LLP 12
LLP 8
LLP 16
LLP 8
LLP 8
LLP 12
LLP 8
LLP 8 LLP 8
LLP 8LLP 8LLP 8
LLP 8LLP 16
LLP 16
LLP 12
LLP 12
LLP 12
LLP 14
LLP 18
LLP 14
LLP 18 LLP 18
LLP 12
LLP 18
LLP 16
LLP 12
OAK 6LLP 12
OAK 6 OAK 6
LLP 8
LLP 12
LLP 12
LLP 12
LLP 18
LLP 18
LLP 12
LLP 12
LLP 12
LLP 12
LLP 14
LLP 8
LLP 14
LLP 14
LLP 8
LLP 12
LLP 8
LLP 8
LLP 16LLP 16
LLP 12
LLP 12
LLP 16LLP 8
LLP 14
LLP 18
LLP 8
LLP 8
LLP 16
LLP 16
LLP 16
LLP 12
LLP 14
LLP 14
LLP 8
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1
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1
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1
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16 16 16 16
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1
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16 16 16 16 16 16 16 16
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1
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15 15
1
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15 15
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15 15 15 15
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1
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1
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1
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1
2
1
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1
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12 12
12
12
12
12
12
12
12
1
2
1
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1
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12
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11
11
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1
1
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11
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W W W W
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W W W W
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11
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1
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ST
50' BUILDING SETBACK
25' STREETYARD
RE
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W
W
W
W
W
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SU
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ROYM
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FIRE STATION
421
140
U
S
H
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4
2
1
LINE BEARING DISTANCE
L8 N 32°47'19" W 26.73'
L9 N 32°47'17" W 93.72'
L10 N 57°12'41" E 57.68'
L11 S 47°59'40" W 45.29'
L12 S 57°12'41" W 219.44'
L13 S 47°59'40" W 45.29'
L14 S 57°12'41" W 279.27'
L15 N 89°02'36" W 207.10'
L16 N 00°57'24" E 50.00'
L17 S 89°02'36" E 207.10'
L18 N 57°12'41" E 34.83'
L19 N 57°14'01" E 50.00'
L20 N 57°12'41" E 194.44'
L21 N 47°59'40" E 45.29'
L22 S 32°37'12" E 50.00'
CURVE RADIUS ARC LENGTH DELTA CHORD LENGTH CHORD BEARING
C4 182.66'109.63'34°23'17"107.99'S 73°45'15" W
C5 317.50'48.25'8°42'24"48.20'S 52°20'52" W
C6 282.50'45.44'9°13'00"45.39'S 52°36'11" W
C7 292.50'44.15'8°38'55"44.11'S 52°19'08" W
C8 307.50'49.47'9°13'00"49.41'S 52°36'11" W
C9 207.50'122.21'33°44'44"120.45'S 74°05'03" W
C10 157.50'92.76'33°44'44"91.43'N 74°05'03" E
C11 257.50'41.42'9°13'00"41.38'N 52°36'11" E
C12 342.50'52.34'8°45'22"52.29'N 52°22'21" E
GRAPHIC SCALE
(SCALE: 1"=1000')
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VICINITY MAP
GRAPHIC SCALE
SCALE: 1"= 60'
GRAPHIC SCALE
0 30 60 120 240
SITE DATA TABULATION
PROJECT ADDRESS:3705 US-421
WILMINGTON, NC 28401
PARCEL ID: R03200-001-026-000
PROPERTY OWNER:OLD MBC OFFICE, LLC
1404 COMMONWEALTH DRIVE SUITE 250
WILMINGTON, NC 28403
CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA:±5.47 AC OR 238,167 SF
PROPOSED USE:WAREHOUSING / FLEX SPACE
FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA FLOOD
PANELS 3720311900K AND 3720310900L, DATED
AUGUST 28, 2018
N
A
D
8
3
(
2
0
1
1
)
SITE
LOT 2R
R03200-001-026-000
±5.47 ACRES
LOT 1R
R03200-001-011-000
±4.65 ACRES
LOT 3R
R03200-001-012-000
±5.16 ACRES
PR
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(SCALE: 1"=1000')
C.O.PROPOSED SEWER CLEANOUT
PROPOSED WATER SERVICE
LEGEND
PROPOSED SANITARY SEWER SERVICE
ROAD CENTERLINE
RIGHT OF WAY LINE
WV
LP
SS SS
FIRE HYDRANT
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VICINITY MAP
SCALE: 1"= 30'
GRAPHIC SCALE
0 15 30 60 120
N
A
D
8
3
(
2
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1
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)
UTILITY INFORMATION
CONTRACTOR SHALL INSTALL WATER SERVICES IN ACCORDANCE
WITH CFPUA STANDARD DETAILS AND SPECIFICATIONS.
SANITARY SEWER
THIS PROJECT IS CURRENTLY PROPOSING TO USE AN ON-SITE
SEPTIC SYSTEM THAT WILL BE PERMITTED BY THE ENGINEERED
OPTION.
WATER
THIS PROJECT WILL CONNECT TO THE EXISTING PRIVATE 8" FIRE
LINE AND 2" DOMESTIC LINE LOCATED ADJACENT TO THE PROPERTY
.
LANDSCAPING CALCULATIONS
RETENTION
1.15 TREES SHALL BE RETAINED OR PLANTED FOR EACH
ACRE DISTURBED.
REQUIRED:15 X 1.5 = 23 TREES
FOUNDATION PLANTINGS
1.FOUNDATION PLANTINGS REQUIRED BETWEEN THE
BUILDING AND PARKING LOT, EXCEPT FOR PORTIONS
OF THE BUILDING USED FOR ACCESS.
REQUIRED:840 SF = ((180' X 25) + (100' X 25)) X 12%
PROVIDED:1,134 SF
FIRE AND LIFE SAFETY NOTES:
1. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO
COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE.
2. HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB AND
WITHIN 150-FT OF A FIRE DEPT. CONNECTION AS THE TRUCK
DRIVES.
3. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR
EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
4. A MINIMUM OF 4-FT SHALL SEPARATE UNDERGROUND FIRE
LINES OR PRIVATE WATER MAINS FROM OTHER UNDERGROUND
UTILITIES.
5. FIRE DEPARTMENT CONNECTIONS (FDCs) MUST BE APPROVED
BY THE FIRE MARSHALL'S OFFICE AND BE ACCESSIBLE TO A FIRE
APPARATUS EQUIPMENT WITHIN 40-FT.
6. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FDC
OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF HYDRANTS AND
FDC.
7. CONTRACTOR SHALL SUBMIT A RADIO 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.
8. ALL ISOLATION VALVES WITHIN THE "HOT BOX" AND BETWEEN
THE "HOT BOX" AND RISER ROOM MUST BE ELECTRICALLY
SUPERVISED.
9. FIRE MAIN HOT BOXES SHALL HAVE TAMPER SWITCHES
INSTALLED.
SITE
71
.
5
'
18.
0
'
30.
0
'
18.
0
'
9.0
'
9.
0
'8
15
8
EXISTING 50'
ACCESS EASEMENT
EXISTING 50' ACCESS
EASEMENT
190'
P
O
W
E
R
L
I
N
E
/
UTILI
T
Y
E
A
S
E
M
E
N
T
EXISTING STORMWATER
FACILITY
PR
O
P
O
S
E
D
WA
R
E
H
O
U
S
E
/
F
L
E
X
S
P
A
C
E
BU
I
L
D
I
N
G
18,
0
0
0
S
F
EXISTING COLONIAL
MATERIALS BUILDING
PROPERTY BOUNDARY,
CENTERLINE OF RAILROAD
CSX RAILROAD R/W
BOUNDARY
EXISTING FIRE
HYDRANT ASSEMBLY
EXISTING 2" DOMESTIC
WATER SERVICE
4" SCH. 40 PVC SANITARY
SEWER SERVICE @ 2.0%
MIN. SLOPE
(2) 8" MJ 45° BENDS
PROPOSED SANITARY SEPTIC
SYSTEM. (SEE DETAILS)
EXISTING 8" FIRE LINE
& GATE VALVE
(1) 8" MJ 22.5° BEND
(1) 8" MJ 11.25° BEND
PROPOSED 8" C-900
PVC FIRE LINE
PROPOSED 2" PE
DOMESTIC WATER
SERVICE
UNDERGROUND ADS
INFILTRATION CHAMBERS
(SEE GRADING AND
DRAINAGE PLANS)
PROPOSED STORM
SEWER, TYP.
(SEE GRADING AND
DRAINAGE PLANS)
EXISTING DRAINAGE
EASEMENT
EXISTING STORM
SEWER, TYP.
LOADING AREA
9.0
'
9.0
'
18
.
0
'
180
.
0
'
WALL MOUNTED
FDC
10
.
2
'
74
.
3
'
30.8'
26.0'
65
.
6
'
22
.
2
'
62
.
6
'
10
0
.
0
'
18.
0
'
SITE DATA TABULATION
PROJECT ADDRESS:3705 US-421
WILMINGTON, NC 28401
PARCEL ID: R03200-001-026-000
PROPERTY OWNER:OLD MBC OFFICE, LLC
1404 COMMONWEALTH DRIVE SUITE 250
WILMINGTON, NC 28403
CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA:±5.47 AC OR 238,167 SF
PROPOSED USE:WAREHOUSING / FLEX SPACE
FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA FLOOD
PANELS 3720311900K AND 3720310900L, DATED
AUGUST 28, 2018
BUILDING DATA
NUMBER OF BUILDINGS:1
MAXIMUM ALLOWABLE BUILDING HEIGHT: N/A
PROPOSED BUILDING HEIGHT:30'
NUMBER OF STORIES:1 STORY
TOTAL BUILDING AREA (FOOTPRINT):18,000 SQ. FT.
BUILDING LOT COVERAGE:18,000 \ 238,167 SQ. FT. (7.6%)
DIMENSIONAL REQUIREMENTS - I-2
SETBACKS
REQUIRED
FRONT 50 FT
SIDE (ADJ. INDUSTRIAL)N/A
REAR (ADJ. INDUSTRIAL)N/A
PARKING STANDARDS - WAREHOUSING
STANDARD:1.5 SPACES PER 1,000 SF
REQUIRED:27 SPACES
PROVIDED:31 SPACES
2 ADA SPACES (2 REQUIRED)
IMPERVIOUS AREA
EXISTING IMPERVIOUS:7,070 SF
PROPOSED IMPERVIOUS AREA
BUILDINGS 18,000 SF
ASPHALT / PAVEMENT 45,000 SF
SIDEWALKS 1,000 SF
TOTAL PROPOSED IMP. AREA 64,000 SF
DISTURBED AREA: ±1.5 AC
GENERAL NOTES:
1.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6
AND 3.5.3 OF THE UDO.
2.NO CONSERVATION AREAS EXIST ON THE SITE.
3.TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT
REQUIRED.
WASTE DISPOSAL
WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION.
THIS LOCATION HAS HAS NOT BEEN DETERMINED AT THIS TIME. ALL TRASH-HANDLING AND
RELATED EQUIPMENT SHALL BE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE
OR WALL. THE ENCLOSURE SHALL BE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST POINT OF
THE TRASH RECEPTACLE.
WETLANDS NOTE:
THERE ARE NO WETLANDS OR STREAMS ON THESE PARCELS.
TREE REMOVAL
TREE REMOVAL ON SITE APPROVED VIA PERMIT TR-23-000033
5.
0
'
5' LANDSCAPE
STRIP
24
.
0
'
DUMPSTER WITH SCREENED
ENCLOSURE
SWALE
SI
T
E
&
U
T
I
L
I
T
Y
P
L
A
N
C-2.1
05
/
1
5
/
2
0
2
5
1"
=
3
0
'
AP
R
AP
R
RP
B