HomeMy WebLinkAboutConcept Plan - RevisedFOFO
W
UFO
UFOUFOUFOUFOUFO
UFO
UFOUFOUFO
UFO
U
F
O
UFO
UFOUFO
UFO
UFO
UFOUFOUFOUFOUFOUFOUFO
UFO
UFO
UF
O
U
F
O
UF
O
U
F
O
WWW
W
WWWW
W
WWWWWWW GGGGGGG
GGGG
G
G
GGGG
GG
UFOUFOUFO
UFO
UFO
UFO
UFOUFOUFO
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OH
U
OH
U
O
H
U
O
H
U
OH
U
O
H
U
O
H
P
OH
P
OH
P
OH
P
O
H
P
OH
P
OH
P
OH
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OHP
O
H
U
O
H
U
O
H
U
O
H
U
UC
A
T
V
U
C
A
T
V
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
UCATV
UC
A
T
V
UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO
UFO
UFO UFO
UFO
T T
TT
T
T T
FO
12
6
12
6
8
1
111,550 SF
2.56 AC
3
66,118 SF
1.52 AC
S4
7
°
0
7
'
0
9
.
5
4
"
E
34
7
.
4
3
'
S42° 35' 21.00"W
268.34'
N
6
6
°
3
7
'
1
2
.
0
0
"
W
9
5
.
6
7
'
N
5
3
°
0
6
'
2
1
.
4
7
"
W
1
2
9
.
8
1
'
N
5
3
°
5
9
'
3
8
.
9
4
"
W
1
5
3
.
4
2
'
N42° 53' 07.26"E
170.97'
L=50.52'R=79.65'
L=27.41'R
=44.50'
N42° 52' 43.88"E
88.01'
S42° 37' 39.63"W
118.03'
N42° 53' 23.70"E
125.16'
S
6
4
°
3
6
'
3
3
.
2
2
"
E
6
3
.
7
7
'
N35° 10' 06.20"
E
81.15'
S4
5
°
4
9
'
2
9
.
8
0
"
E
54
.
6
9
'
S42° 39' 30.20"W
50.00'
S44° 10' 30.20"W
50.00'
S4
5
°
4
9
'
2
9
.
8
0
"
E
24
3
.
2
8
'
S
6
4
°
3
6
'
3
3
.
2
2
"
E
2
8
5
.
3
1
'
N
5
3
°
5
9
'
3
8
.
9
4
"
W
6
0
.
1
1
'
L=112.0 1'
R=81.0 9'
N25° 08
'
3
4
.
3
5
"
E
135.10
'
S
6
4
°
5
0
'
1
3
.
8
6
"
E
2
0
0
.
3
4
'
N25° 09
'
4
6
.
1
4
"
E
100.00
'
N
6
4
°
5
0
'
1
2
.
9
8
"
W
2
0
0
.
0
0
'
N25° 16
'
3
7
.
6
4
"
E
103.81
'
2
47,716 SF
1.10 AC
PRELIMINARY REZONING PLAN1SCALE: 1" = 40'
40'0 40'80'
SCALE: 1" = 40'
GRAPHIC SCALE
SITE DATA
PROJECT INFORMATION
PROJECT NAME MARKET STREET DEVELOPMENT
PROJECT ADDRESS 7000 MARKET STREET
WILMINGTON, NC
PARCEL ID - PARCEL A
R03600-004-002-000
R03600-004-001-000
R03600-004-022-000
TOTAL PROPERTY ACREAGE ±5.18 AC
APPLICANT/DEVELOPER
GOLDEN VENTURES I, LLC
330 MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
ENGINEER RIVERVIEW ENGINEERING, PLLC
NICHOLAS LAURETTA, PE, LEED AP
CURRENT ZONING R-15
PROPOSED ZONING B-2 / R-5
CURRENT USE VACANT LAND
PROPOSED USE COMMERCIAL / RESIDENTIAL
CAMA LAND USE URBAN
FLOOD HAZARD ZONE X
RIVER BASIN WHITE OAK
RECEIVING STREAM PAGES CREEK
CLASSIFICATION SA; HQW
SETBACKS
FRONT B-2: 25 FT R-5: 20 FT
SIDE STREET B-2: 25 FT R-5: 10.5 FT
SIDE INTERIOR B-2: 30 FT R-5: 7 FT
REAR B-2: 35 FT R-5: 15 FT
PROPOSED STRUCTURES
NUMBER OF BUILDINGS B-2: 2 R-5: 4
BUILDING SQUARE FOOTAGE B-2: 13,137 SF R-5: 9,000 SF
BY-RIGHT HEIGHT B-2: 50 FT R-5: 40 FT
BUILDING HEIGHT TBD
CONSTRUCTION TYPE V-B
BUILDING LOT COVERAGE B-2: 8%R-5: 13%
IMPERVIOUS COVERAGE
EXISTING 0 SF
PROPOSED 123,816 SF
PROPOSED OFFSITE 7,045 SF
DISTURBED AREA TBD
TRIP GENERATION
INTENSITY ADT AM PEAK PM PEAK
PROPOSED
SINGLE FAMILY ATTACHED
(215)12 DU 41 1 3
FAST FOOD W/ DRIVE
THROUGH (934)3.25 KSF 759 69 55
CONVENIENCE STORE / GAS
STATION (945)12 VFP 1037 95 79
TOTAL 1837 165 137
PARKING SUMMARY
INTENSITY REQUIRED PROVIDED
DWELLING, DUAL-UNIT ATTACHED 12 24 24
CONVENIENCE STORE
- 2.5 PER 1000 SF 6,139 SF 16 24
OIL OR GAS DEALER, RETAIL
- 2.5 PER 1000 SF 6,139 SF 16 22
RESTAURANT
- 6 PER 1,000 SF SEATING AREA 2,200 SF 14 20
TOTAL PARKING 70 90
ADA COMPLIANT REQUIRED 3 (1 VAN)4 (2 VAN)
NOTES
1.SURVEY PROVIDED BY CHARLES F. RIGGS AND ASSOCIATES, DATED
6/11/25.
2.WETLANDS SHOWN ARE DETERMINED TO BE ISOLATED AND
UNREGULATED.
3.THE SITE IS UNDERLAIN BY LEON (Le) FINE SAND, WHICH IS CLASSIFIED AS
HYDROLOGIC SOIL GROUP A/D. DETAILED GEOTECHNICAL
INVESTIGATIONS WAS PERFORMED AT AREAS WHERE SCM ARE
PROPOSED.
4.THE PROJECT IS OUTSIDE OF THE 0.2% (500-YR) ANNUAL CHANCE
FLOOPLAIN AS SHOWN ON FEMA MAP NUMBER 3720315900J, DATED APRIL
3, 2006 AND 3720316900K, DATED AUGUST 28, 2018.
5.SEWER IS PUBLIC (CFPUA) AND EXISTS WITHIN ALEXANDER ROAD. WATER
IS PUBLIC (CFPUA) AND EXISTS ON THE PROJECT SIDE OF MARKET
STREET.
6.ALL UTILITY SERVICES CONVEYED THROUGH PRIVATE PROPERTY WILL BE
IN ENCOMPASSED IN A PRIVATE UTILITY EASEMENT.
7.POWER SUPPLY WILL BE BY DUKE ENERGY.
8.BUFFERS AND LANDSCAPING SHALL COMPLY WITH NEW HANOVER
COUNTY UNIFIED DEVELOPMENT ORDINANCE.
6,139 SF
BUILDING
TYPE A3 OPAQUE
BUFFER (TYP.)
STREETYARD (TYP.)
STREETYARD (TYP.)
STREETYARD (TYP.)
STREETYARD (TYP.)
2,
2
0
0
S
F
BU
I
L
D
I
N
G
ENGINEER
PROJECT OWNER
STAMP
CHECKED BY
PRINCIPAL IN CHARGE
REVISIONS
ISSUE FOR
ISSUE DATE
PROJECT ADDRESS
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
www.rivervieweng.com
4904 PARK AVENUE
WILMINGTON, NC 28403
(910) 398-2882
nlauretta@rivervieweng.com
DRAWN BY
AL
E
X
A
N
D
E
R
ST
A
T
I
O
N
PRELIMINARY
REZONING PLAN
CS102
LANDLORD PRELIMINARY PLAN
1023.01
7000 MARKET STREET
WILMINGTON, NC
REVIEW - NOT FOR CONSTRUCTION
JULY 14, 2025
N. LAURETTA
NJL
GO
L
D
E
N
V
E
N
T
U
R
E
S
I
,
L
L
C
33
0
M
I
L
I
T
A
R
Y
C
U
T
O
F
F
R
O
A
D
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
5
NJL
PUMP STATION
DUMPSTER PAD
AND ENCLOSURE
DUMPSTER PAD
AND ENCLOSURE
STORMWATER
MANAGEMENT (SCM 1)
STORMWATER
MANAGEMENT (SCM 2)
ISOLATED
WETLAND
PROPOSED RIGHT
TURN LANE
EXISTING DISTRIBUTION LINE (DUKE)
TO BE RELOCATED UNDERGROUND,
EASEMENT TO REMAIN
LEGEND
R-5 (1.52 ACRES)
B-2 (3.66 ACRES)
CANOPY
20' PERFORMANCE
BUFFER (TYP.)
PROPOSED
SIDEWALK
1
10'X70' SIGHT DISTANCE
TRIANGLE (TYP.)
2
3
4
5
6
7
8
9
10
11
12
20' REINFORCED
FIRE DEPT. ACCESS
83
.
1
'
51.7'
3
0
'
S
I
D
E
S
E
T
B
A
C
K
15'
2
0
'
F
R
O
N
T
S
E
T
B
A
C
K
1
2
.
5
'
S
T
R
E
E
T
Y
A
R
D
1
2
.
5
'
S
T
R
E
E
T
Y
A
R
D
25' SIDE
SETBACK
12.5'
STREETYARD
25
'
F
R
O
N
T
SE
T
B
A
C
K
12
.
5
'
ST
R
E
E
T
Y
A
R
D
30' SIDE
SETBACK
125'75'
55' PUB
L
I
C
DRAINA
G
E
EASEM
E
N
T
(PDE)
70' PDE
7' SIDE
SETBACK
7' SIDE
SETBACK
32'
32
'
15' REAR
SETBACK
2
0
'
2
0
'
35' REAR
SETBACK
2
0
'
20' BUFFER
45'
PRIVAT
E
R/W
24'
10.5' SIDE
SETBACK
25
'
FR
O
N
T
SE
T
B
A
C
K
12
.
5
'
ST
R
E
E
T
Y
A
R
D
25' SIDE
SETBACK
25' SIDE
SETBACK
7' SIDE
SETBACK
20' BUFFER15' REAR
SETBACK
2
0
'
F
R
O
N
T
S
E
T
B
A
C
K
15'
50
'
T
E
N
E
N
T
AC
C
E
S
S
EA
S
E
M
E
N
T
50
'
C
R
O
S
S
AC
C
E
S
S
EA
S
E
M
E
N
T
60
'
P
D
E
10' DUKE
EASEMENT
20'
P
R
I
V
A
T
E
UTI
L
I
T
Y
EAS
E
M
E
N
T
PDE
PDE
PR
I
V
A
T
E
DR
A
I
N
A
G
E
EA
S
E
M
E
N
T
PR
I
V
A
T
E
DR
A
I
N
A
G
E
EA
S
E
M
E
N
T
24
'
24'
5'
20'
20'
TREE TO REMAIN
(TYP.)
SIGN (TYP.)
DRAINAGE AREA
(TYP.)
Upstream
Rim
Upstream
Invert Depth Downstream
Rim
Downstream
Invert Depth Pipe
Diameter
Easement
Width Use
(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
39.00 31.18 7.82 38.90 30.81 8.09 5 55 55
38.90 30.81 8.09 36.50 29.13 7.37 5 55 55
36.50 29.13 7.37 36.66 27.80 8.86 5 58 60
36.66 27.80 8.86 33.67 22.63 11.04 6 68 70
PUBLIC DRAINAGE EASEMENT CALCULATION
SIGN (TYP.)
ISSUED FOR REVIEW
NOT FOR
CONSTRUCTION