HomeMy WebLinkAboutConcept Plan2
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STANDARD
UST FIELD
TH
R
U
L
A
N
E
7
2
"
P
P
E
72
"
P
P
E
JB
JB
24" P
P
E
S25° 23
'
2
6
.
7
8
"
W
114.17
'
S42° 52' 59.91"W
334.24'
N
5
3
°
5
9
'
3
8
.
9
4
"
W
7
9
.
7
7
'
L=112.0 0'
R=81.0 9'
N25° 08
'
3
4
.
3
5
"
E
135.10
'
S
6
4
°
5
1
'
2
5
.
6
5
"
E
1
9
9
.
6
1
'
N25° 34
'
5
7
.
3
7
"
E
98.47'
N
6
4
°
2
5
'
0
2
.
6
3
"
W
2
0
0
.
0
0
'
N25° 16
'
3
7
.
6
4
"
E
103.81
'
S
6
4
°
3
6
'
3
3
.
2
2
"
E
2
4
5
.
8
7
'
S42° 35' 21.25"W
272.76'
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
3
3
.
7
8
'
S4
7
°
0
7
'
0
9
.
5
4
"
E
35
0
.
6
9
'
S
6
4
°
3
6
'
3
3
.
2
2
"
E
1
0
3
.
2
1
'
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'
S4
5
°
4
9
'
2
9
.
8
0
"
E
24
1
.
9
3
'
S42° 37' 44.42"W
163.62'
S44° 10' 30.20"W
50.00'
S4
5
°
4
9
'
2
9
.
8
0
"
E
14
8
.
2
5
'
S4
5
°
4
9
'
2
9
.
8
0
"
E
3.
1
2
'
S4
5
°
4
9
'
2
9
.
8
0
"
E
91
.
9
1
'
15" P
P
E
15" PP
E
15
"
P
P
E
24
"
P
P
E
15
"
P
P
E
15
"
P
P
E
S
S
S
S
6
"
P
V
C
SS
S
S
S
S
S
S
S
S
S
S
36
35
36
37
38
37
15
"
P
P
E
2
4
"
P
P
E
2
48,630.17 SF
1.12 AC
3
6
18" PPE
15"
P
P
E
1
8
"
P
P
E
24" PPE
18" PPE
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
1826 SIR TYLER DR., STE. 230
WILMINGTON, NC 28405
(910) 398-2882
nlauretta@rivervieweng.com
DRAWN BY
MA
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N
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SITE PLAN
CS101
SCHEMATIC DEESIGN
1023.01
7715 ALEXANDER ROAD
7718 ALEXANDER ROAD
7740 ALEXANDER ROAD
7719 MARKET STREET
WILMINGTON, NC
REVIEW - NOT FOR CONSTRUCTION
APRIL 7, 2025
N. LAURETTA
N. LAURETTA
KU
R
T
T
A
Y
L
O
R
NJL
SITE PLAN1SCALE: 1" = 40'
40'0 40'80'
SCALE: 1" = 40'
GRAPHIC SCALE
SITE DATA
PROJECT INFORMATION
PROJECT NAME MARKET STREET DEVELOPMENT
PROJECT ADDRESS MARKET STREET
WILMINGTON, NC
PARCEL ID - PARCEL A
R03600-004-003-000
R03600-004-002-000
R03600-004-001-000
R03600-004-022-000
TOTAL PROPERTY ACREAGE ±5.19 AC
APPLICANT/DEVELOPER KURT TAYLOR
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 (SEE NOTE 5)
FRONT 25 FT
SIDE STREET 25 FT
SIDE INTERIOR (R-15)30 FT
REAR (R-15)30 FT
PROPOSED STRUCTURES
NUMBER OF BUILDINGS 4
BUILDING SQUARE FOOTAGE 16,750
BY-RIGHT HEIGHT 50 FT
BUILDING HEIGHT TBD
CONSTRUCTION TYPE V-B
BUILDING LOT COVERAGE 7.40%
IMPERVIOUS COVERAGE
EXISTING 0 SF
PROPOSED 117,033 SF
PROPOSED OFFSITE TBD
DISTURBED AREA
PARKING SUMMARY
INTENSITY REQUIRED PROVIDED
DWELLING, DUAL-UNIT ATTACHED 12 24 36
CONVENIENCE STORE
- 2.5 PER 1000 SF 6,150 SF 16 24
OIL OR GAS DEALER, RETAIL
- 2.5 PER 1000 SF 6,150 SF 16 25
RESTAURANT
- 6 PER 1,000 SF SEATING AREA 2,200 14 22
TOTAL PARKING 70 107
ADA COMPLIANT REQUIRED 3 (1 VAN)5 (2 VAN)
NOTES
1.NO WETLANDS EXIST ONSITE.
2.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.
3.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.
4.SEWER IS PUBLIC (CFPUA) AND EXISTS WITHIN ALEXANDER ROAD. WATER
IS PUBLIC (CFPUA) AND EXISTS ON THE PROJECT SIDE OF MARKET
STREET.
6,150 SF
BUILDING
FFE: 37.5'
3
0
'
S
E
T
B
A
C
K
(
R
-
1
5
)
15'
2
0
'
1
2
.
5
'
2
0
'
1
2
.
5
'
25'
12.5'
25
'
12
.
5
'
30
'
SE
T
B
A
C
K
(R
-
1
5
)
TYPE A3 OPAQUE
BUFFER (TYP.)
STREETYARD (TYP.)
STREETYARD (TYP.)
STREETYARD (TYP.)
STREETYARD (TYP.)
7
'
S
E
T
B
A
C
K
125'75'
5
0
'
5
0
'
PUMP STATION
FOREBAY
83
.
1
'
51.7'
MAIN BAY
INFILTRATION
BASIN (SCM #2)
WET POND
(SCM #1)
RETAINING
WALL
2,200 SF
BUILDING
FFE: 37.5'
50' PUB
L
I
C
DRAINA
G
E
EASEM
E
N
T
60' PUBLIC
DRAINAGE
EASEMENT
8
2
6
6
7
'
S
E
T
B
A
C
K
7
'
S
E
T
B
A
C
K
6
6
2
2
2
2
2
2
2
2
2
2
2
2