HomeMy WebLinkAbout5012 Carolina Beach Road - Site PlanCAROLINA BEACH ROAD - U.S. HIGHWAY 421
(160' PUBLIC R/W)
SI
L
V
E
R
L
A
K
E
R
O
A
D
(1
1
0
'
P
U
B
L
I
C
R
/
W
)
ANWAR RAYYAN and wife
SHAR RIAD RAYYAN
THEODORE HEWLETT
SR. TRUSTEE
R07117-003-005-000
D.B. 6754 PG. 520
RO
B
E
R
T
R
O
S
A
C
K
E
T
A
L
R0
7
1
1
7
-
0
0
3
-
0
0
2
-
0
0
0
D.
B
.
5
8
6
8
P
G
.
2
3
5
2
ANWAR RAYYAN
ALYSON D. ABERNATHY
R07100-001-005-000
D.B. 5730 PG. 8
GAIL R. CHEERS &
WILBUR C CHEERS
R07100-001-004-000
D.B. 1244 PG. 183
RO
B
E
R
T
R
O
S
A
C
K
E
T
A
L
R
0
7
1
1
7
-
0
0
3
-
0
0
1
-
0
0
0
D.
B
.
5
8
6
8
P
G
.
2
3
5
2
JAMES W. FREEMAN
and wife
NANCY E. FREEMAN
R07117-003-005-001
D.B. 6754 PG. 520
BELLSOUTH TELECOMMUNICATION INC.
R07117-003-009-000
D.B. 1584 PG. 1492
C. FRED ALTMAN
and wife LYNDA ALTMAN
R07117-003-010-000
D.B. 851 PG. 241
ZONE: R-15
USE: RESIDENCE
PP PP PP
T
X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PP
DITCH DITCH
BM
MAG NAIL SET
ELEV. 19.59'
NAVD 88
1" IPTPF
1" IPOF
THREADED RF
EX. 18" RCP
D.I.
T.R. 18.37'
I.E. 15.46'
I.E. 15.30'I.E. 15.74'
WO
O
D
F
E
N
C
E
CHAIN LINK
FENCE TO BE REMOVED
CHAIN LINK FENCE
TO BE REMOVED
CHAIN LINK FENCE
ALONG PROPERTY LINE
TO BE REMOVED
#5010
#5016
MASONRY
HEADWALL
19
19
19
19
16
16
18
17
1
8
19
17
1
6
1
5
15
1
3
1
2
14
14
17
16
WOOD FRAME BUILDING
ON SKIDS TO BE REMOVED
WO
O
D
F
R
A
M
E
GR
E
E
N
H
O
U
S
E
TO
B
E
R
E
M
O
V
E
D
CONCRETE RETAINING WALL
BLOCKS DRY STACKED
TWO BLOCK HIGH ±
TO BE REMOVED
N 39°41'56" W
55.07' (TIE)
RRSS
RRSS
N 42°36'50" W 87.23'
N
5
0
°
0
1
'
1
8
"
E
1
1
7
.
4
4
'
N
5
0
°
2
3
'
0
9
"
E
1
2
9
.
8
0
'
S
5
0
°
1
8
'
0
4
"
W
1
1
2
.
6
7
'
S
5
0
°
1
8
'
0
4
"
W
1
2
9
.
8
4
'
N 39°36'29" W 87.69'
0.261 ACRES
0.231 ACRES
S 39°41'56" E 87.50'IRS
IPF
DB 6332 PG 1559
LOTS 5-7 PART LOTS 4 & 8
BLOCK 1 SECTION A
SILVER LAKE SUBDIVISION
MAP BOOK 76 PAGE 149
PID: R07117-003-006-000
ZONE: B-2
USE: COMMERCIAL
DB 5850 PG 34
TRACT 2
SILVER LAKE SUBDIVISION
PART OF AREA B
BLOCK 1 SECTION A
MAP BOOK 4 PAGE 106-107
PID: R07117-003-008-000
ZONE: B-2
USE: VACANT
DB 5850 PG 34
TRACT 1
SILVER LAKE SUBDIVISION
LOTS 1-4
BLOCK 1 SECTION A
MAP BOOK 4 PAGE 106-107
PID: R07117-003-007-000
DB 1823 PG 1152
TRACT ONE
SILVER LAKE SUBDIVISION
PART OF AREA B
BLOCK 1 SECTION A
MAP BOOK 4 PAGE 106-107
PID: R07117-003-004-000
ZONE: B-2
USE: VACANT
DB 1823 PG 1152
TRACT TWO
SILVER LAKE SUBDIVISION
LOTS 12-14
BLOCK 1 SECTION A
MAP BOOK 4 PAGE 106-107
PID: R07117-003-003-000
ZONE: B-2
USE: RESIDENCE
JAMES W. FREEMAN and
wife NANCY E. FREEMAN
RBS
1" IPTPF N 39°31'24" W 92.04'
N
5
2
°
2
6
'
0
1
"
E
1
2
9
.
8
1
'
IRS
S 39°41'56" E 75.00' (TIE)IPOF(B)
AIF
#5 RBF
IPFN 42°26'50" W 180.25' (NC GRID)
185' (D.B. 5850 PG.34)
NMP N 39°41'56" W 87.40' (NC GRID)
N 34°34'00" W (MB 76 PG. 149
N 39°41'56" W 105.03' (NC GRID)
N 32°47'35" W (MB 76 PG. 149
NMP
N
4
7
°
2
6
'
2
8
"
E
2
5
6
.
2
0
'
(
N
C
G
R
I
D
)
M.
B
.
4
P
G
.
1
0
6
1
3
0
.
0
0
'
M.
B
.
4
P
G
.
1
0
6
1
2
6
.
2
0
'
N 39°46'24" W 93.71'
11
0
'
(
D
.
B
.
5
8
5
0
P
G
.
3
4
17
15
1
4
14
16
15
17
TRACT 2
S 14°23'38" W
0.67' (TIE)
TRACT 1
GRAVEL DRIVEWAY
(NO CULVERT)GRAVEL
DRIVEWAY
GRAVEL
DRIVEWAY
TO BE REMOVED
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
SUSPECTED FIBER OPTIC LINE
(ESTIMATED LOCATION ±)
18 18
18
CO
S.S.M.H.
T.R. 19.11'
IN 8" PVC 14.61'
OUT 8" PVC 14.60'
EXISTING GRAVEL TO BE
REMOVED/REPLACED
24" PINE
30" PINE
23" PINE
23" PINE36" PINE
23" PINE
25" PINE
I.E. 15.27'18" RCP TO BE REMOVED & SWALE RESTORED
EX. SS SERVICE
(SEE UTILITY NOTE #1)S.S.M.H.
T.R. 19.16'
IN 8" PVC 14.57'
OUT 8" PVC 14.61
EX. LOT LINE TO BE ABANDONED
C-0
1
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
A
N
D
DE
M
O
L
I
T
I
O
N
P
L
A
N
1" = 30'
EN
G
I
N
E
E
R
I
N
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
n
a
2
8
4
0
3
57
2
5
O
l
e
a
n
d
e
r
D
r
.
U
n
i
t
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
2025-020
FO
R
CLIENT INFORMATION:
OF 3
JAE
CDC
CDC
24x36
10/31/2025
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
50
1
2
C
A
R
O
L
I
N
A
B
E
A
C
H
RD
.
JEMS Holdings, LLC
Jonathan Earle
773 S. Kerr Ave
Wilmington, NC 28403
910-833-2147
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
SILV
E
R
L
A
K
E
R
D
SHA
D
E
T
R
E
E
L
N
SAN
D
L
A
P
P
E
R
L
N
C
A
R
O
L
I
N
A
B
E
A
C
H
R
D
.
-
U
.
S
.
H
W
Y
.
4
2
1
RAYE
D
R
HOR
N
R
D
SITE
SITE DATA
PARCEL ID:R07117-003-005-000 & R07117-003-005-001
CURRENT ZONING:B-2
PROJECT ADDRESS:5012 CAROLINA BEACH RD
WILMINGTON NC, 28412
CURRENT OWNER:JEMS HOLDINGS LLC
773 S. KERR AVE.
WILMINGTON, NC 28403
TOTAL ACREAGE IN PROJECT BOUNDARY 21,441 S.F. (0.49 ac.)
TOTAL DISTURBED AREA 0.56 ac.
EXISTING ONSITE IMPERVIOUS AREAS: (ALL BEING REMOVED/REPLACED)
GRAVEL:20,473 S.F.
BUILDINGS: 566 S.F.
CONCRETE: 402 S.F.
TOTAL:21,441 S.F. (100%)
SOILS TYPE: Le (Leon sand - Group A)
Ly (Lynn Haven fine sand - Group A)
(Per NHC GIS Soil Map)
NOTES:
1.ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY ZONING
ORDINANCE.
2.PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
3.EXISTING SURVEYING PERFORMED BY DANFORD & ASSOCIATES LAND SURVEYING, P.C.
4.SITE IS LOCATED IN ZONE "X" PER FRIS ON FIRM MAP NUMBER 3720313400K, DATED 8/28/2018.
5.NO WETLANDS EXIST ON SITE PER SOUTHERN ENVIRONMENTAL GROUP, INC. FIELD STUDY
PERFORMED IN JULY 2025.
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. CONTRACTOR TO VERIFY SPECIES PRIOR
TO TREE REMOVAL.
60'30'15'30'0'
Scale: 1"=30'
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.
PROPERTY LINE
ADJOINERS
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
TREES TO BE REMOVED
PROPOSED DEMOLITION AREAS
LEGEND
CAROLINA BEACH ROAD - U.S. HIGHWAY 421
(160' PUBLIC R/W)
ANWAR RAYYAN and wife
SHAR RIAD RAYYAN
THEODORE HEWLETT
SR. TRUSTEE
RO
B
E
R
T
R
O
S
A
C
K
E
T
A
L
R0
7
1
1
7
-
0
0
3
-
0
0
2
-
0
0
0
D.
B
.
5
8
6
8
P
G
.
2
3
5
2
ANWAR RAYYAN
ALYSON D. ABERNATHY
R07100-001-005-000
D.B. 5730 PG. 8
GAIL R. CHEERS &
WILBUR C CHEERS
RO
B
E
R
T
R
O
S
A
C
K
E
T
A
L
R
0
7
1
1
7
-
0
0
3
-
0
0
1
-
0
0
0
D.
B
.
5
8
6
8
P
G
.
2
3
5
2
JAMES W. FREEMAN
and wife
NANCY E. FREEMAN
BELLSOUTH TELECOMMUNICATION INC.
R07117-003-009-000
D.B. 1584 PG. 1492
C. FRED ALTMAN
and wife LYNDA ALTMAN
R07117-003-010-000
D.B. 851 PG. 241
ZONE: R-15
USE: RESIDENCE
PP PP PP
T
X
X
X
X
PP
DITCH EX. 18" RCP
D.I.
T.R. 18.37'
I.E. 15.46'
WO
O
D
F
E
N
C
E
#5010
#5016
19
19
19
19
16
16
18
17
1
8
19
17
1
6
1
5
15
1
3
1
2
14
14
17
16
DB 6332 PG 1559
LOTS 5-7 PART LOTS 4 & 8
BLOCK 1 SECTION A
SILVER LAKE SUBDIVISION
MAP BOOK 76 PAGE 149
PID: R07117-003-006-000
ZONE: B-2
USE: COMMERCIAL
DB 5850 PG 34
TRACT 2
SILVER LAKE SUBDIVISION
PART OF AREA B
BLOCK 1 SECTION A
MAP BOOK 4 PAGE 106-107
PID: R07117-003-008-000
ZONE: B-2
USE: VACANT
DB 5850 PG 34
TRACT 1
SILVER LAKE SUBDIVISION
LOTS 1-4
BLOCK 1 SECTION A
MAP BOOK 4 PAGE 106-107
PID: R07117-003-007-000
DB 1823 PG 1152
TRACT ONE
SILVER LAKE SUBDIVISION
PART OF AREA B
BLOCK 1 SECTION A
MAP BOOK 4 PAGE 106-107
PID: R07117-003-004-000
ZONE: B-2
USE: VACANT
DB 1823 PG 1152
TRACT TWO
SILVER LAKE SUBDIVISION
LOTS 12-14
BLOCK 1 SECTION A
MAP BOOK 4 PAGE 106-107
PID: R07117-003-003-000
ZONE: B-2
USE: RESIDENCE
JAMES W. FREEMAN and
wife NANCY E. FREEMAN
17
15
1
4
14
16
1
5
17
GRAVEL DRIVEWAY
(NO CULVERT)GRAVEL
DRIVEWAY
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
SUSPECTED FIBER OPTIC LINE
(ESTIMATED LOCATION ±)
18 18
18
CO
S.S.M.H.
T.R. 19.11'
IN 8" PVC 14.61'
OUT 8" PVC 14.60'
24" PINE
30" PINE
36" PINE
25" PINE
PR
O
P
.
B
U
I
L
D
I
N
G
4,
0
0
0
S
.
F
.
10' BUFFER
10
'
B
U
F
F
E
R
5' SIDEWALK
5' SIDEWALK
3
24'
24
'
15
'
2
10'
R25'R
2
5
'
18" RCP
30
'
S
I
D
E
S
E
T
B
A
C
K
35' REAR SETBACK
25' FRONT SETBACK/STREETYARD
16'
DI #1
RIM: 18.5
INV: 15.27 I.E. 15.27'
18" PPES #2
INV: 15.5
9'
18
'
6
BOLLARDS
22
'
18
'
(T
Y
P
)
9'
(TYP)
10'
EX. SS SERVICE
(SEE UTILITY NOTE #1)
CURB AND GUTTER
CURB AND GUTTER
NO CURBING
200 sf300 sf
295 sf 165 sf
R25'
(
T
Y
P
)
24'
220 sf
230 sf
TAPER CURB TO FLAT
ADA PARKING SIGN
S.S.M.H.
T.R. 19.16'
IN 8" PVC 14.57'
OUT 8" PVC 14.61
ASPHALT DRIVEWAY APRON
13.9'27.6'
C-1
2
1" = 20'
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 SIGNAGE IS REQUIRED A SEPARATE SIGN
PERMIT FROM NEW HANOVER COUNTY.
FIRE & SAFETY NOTES:
1.BUILDING WILL NOT BE SPRINKLED
2.CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL
TIMES DURING CONSTRUCTION.
3.BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE CODE
APPENDIX J" REQUIREMENTS.
4.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.
PR
E
L
I
M
I
N
A
R
Y
S
I
T
E
P
L
A
N
UTILITY NOTES:
1.EXISTING CFPUA SANITARY SEWER SERVICE TO BE UTILIZED. CONTRACTOR TO VERIFY CONDITION
AND SIZE PRIOR TO START OF CONSTRUCTION. IF FOUND TO BE INADEQUATE IT SHOULD BE
REPLACED AS REQUIRED BY CFPUA.
2.WATER SERVICE TO BE PROVIDED VIA PRIVATE ON-SITE WELL, TO BE DESIGNED AND PERMITTED BY
OTHERS.
3.ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE
INSTALLED UNDERGROUND.
4.ALL SEWER UTILITIES TO BE INSTALLED PER CFPUA SPECIFICATIONS & STANDARDS.
5.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.
6.ALL RUNOFF FROM IMPERVIOUS SURFACES TO BE DIRECTED TO PIPED STORM DRAIN SYSTEM.
7.SOLID WASTE DISPOSAL BY ROLL OUT CARTS FOR CURBSIDE PICKUP.
EN
G
I
N
E
E
R
I
N
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
n
a
2
8
4
0
3
57
2
5
O
l
e
a
n
d
e
r
D
r
.
U
n
i
t
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
2025-020
FO
R
CLIENT INFORMATION:
OF 3
JAE
CDC
CDC
24x36
10/31/2025
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
50
1
2
C
A
R
O
L
I
N
A
B
E
A
C
H
RD
.
JEMS Holdings, LLC
Jonathan Earle
773 S. Kerr Ave
Wilmington, NC 28403
910-833-2147
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
SILV
E
R
L
A
K
E
R
D
SHA
D
E
T
R
E
E
L
N
SAN
D
L
A
P
P
E
R
L
N
C
A
R
O
L
I
N
A
B
E
A
C
H
R
D
.
-
U
.
S
.
H
W
Y
.
4
2
1
RAYE
D
R
HOR
N
R
D
SITE
SITE DATA
PARCEL ID:R07117-003-005-000 & R07117-003-005-001
CURRENT ZONING:B-2
PROJECT ADDRESS:5012 CAROLINA BEACH RD
WILMINGTON NC, 28412
CURRENT OWNER:JEMS HOLDINGS LLC
773 S. KERR AVE.
WILMINGTON, NC 28403
TOTAL ACREAGE IN PROJECT BOUNDARY 21,441 S.F. (0.49 ac.)
PROPOSED USE:CONTRACTORS OFFICE AND STORAGE
BUILDING SIZE:4,000 S.F.
BUILDING HEIGHT:1-STORY/±25'
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 4,000 S.F. ÷ 21,441 S.F. = 18.7%
BUILDING SETBACKS:
FRONT:REQUIRED= 25'PROPOSED= 91.5'
SIDE:REQUIRED= 30'L/0'R PROPOSED= 35'L/12.5'R
REAR:REQUIRED= 35'PROPOSED= 53'
PROPOSED IMPERVIOUS AREAS:
BUILDINGS 4,000 S.F.
ASPHALT PARKING AREA 8,970 S.F.
CONCRETE SIDEWALK, C&G, ETC. 895 S.F.
TOTAL 13,865 S.F (64.7%)
*7,576 S.F. NET DECREASE*
PARKING REQUIRED:
CONTRACTOR OFFICE USE: (3/1,000 sf )
1,200 SF/1,000*3 = 4 SPACES
WAREHOUSE USE *less than 20,000 sf: (1.5/1,000 sf )
2,800 SF/1,000*1.5 = 4 SPACES
PARKING PROVIDED:11 SPACES (1 ADA)
PARKING LOT INTERIOR LANDSCAPING
REQUIRED 8,970 S.F. * 8% 718 S.F.
PROVIDED 1,410 S.F.
FOUNDATION PLANTINGS:
FRONT FACADE: 40 LF X 15' FACADE X 12%
REQUIRED:72 S.F.
PROVIDED:85 S.F.
REAR FACADE:
REQUIRED: N/A (PARKING IN REAR AND NOT VISIBLE FROM R/W)
STREETYARD: (25 S.F./LF FRONTAGE. 12.5' MIN./37.5' MAX. WIDTHS)
FRONTAGE 88 LF - 24 LF DRIVEWAYS = 64 LF FRONTAGE
REQUIRED: 25' X 64 LF 1,600 S.F.
PROVIDED:1,630 S.F.
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND:125 GPD
ESTIMATED TRIP GENERATION (Per Trip Generation Manual 11th Edition):
4,000 SF SPECIALTY TRADE CONTRACTOR (ITE CODE 180)
AM PEAK: 7 PM PEAK: 8 DAILY: 39
40'20'10'20'0'
Scale: 1"=20'
PROPERTY LINE
RIGHT OF WAY
ADJOINERS
EXISTING EDGE OF PAVEMENT
EASEMENT
EXISTING FIRE HYDRANT
RUNOFF DIRECTION
PROPOSED SPOT ELEVATION
PARKING LOT INT. LANDSCAPING
FOUNDATION PLANTINGS
STREETYARD LANDSCAPING
LEGEND
34.55
C-2 3
DE
T
A
I
L
S
NTS
EN
G
I
N
E
E
R
I
N
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
n
a
2
8
4
0
3
57
2
5
O
l
e
a
n
d
e
r
D
r
.
U
n
i
t
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
2025-020
FO
R
CLIENT INFORMATION:
OF 3
JAE
CDC
CDC
24x36
10/31/2025
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
50
1
2
C
A
R
O
L
I
N
A
B
E
A
C
H
RD
.
JEMS Holdings, LLC
Jonathan Earle
773 S. Kerr Ave
Wilmington, NC 28403
910-833-2147
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
SILV
E
R
L
A
K
E
R
D
SHA
D
E
T
R
E
E
L
N
SAN
D
L
A
P
P
E
R
L
N
C
A
R
O
L
I
N
A
B
E
A
C
H
R
D
.
-
U
.
S
.
H
W
Y
.
4
2
1
RAYE
D
R
HOR
N
R
D
SITE
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.
PROPOSED DRIVEWAY GRADE
2% MIN SLOPE
8' MIN FROM EX. EOP
TYPICAL DRIVEWAY GRADING SECTION
NTS
EX. ROAD ±2% SLOPE
NTS
2" SF9.5B
8" ABC
ON-SITE PAVEMENT SECTION
COMPACTED
SUBGRADE
WHEEL STOP DETAIL
NTS
NOTE:
WIDTH x LENGTH x HEIGHT
1/2"1/2"6'-11"
FRONT VIEW
7/8"Ø HOLES
1/2"
END VIEW
4"
4.5"
1/2"8"
9" x 7'-0" x 4"
4000 PSI @
4 - #4 REBAR
28 DAYS
CONCRETE:
REINFORCING:
PLAN VIEW
12"7'12"
1. CONTRACTOR SHALL INSTALL WHEEL STOP 2.5' FROM SIDEWALK.
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
MIN. 12-1/2 GA.
INTERMEDIATE WIRES
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
36" IN WIDTH. FABRIC SHALL BE FASTENED
SELF-FASTENER STEEL ANGLE TYPE.
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
TEMPORARY SILT FENCE
NTS
SPACING.
ENGINEER.
NOTES:
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
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
PUB
L
I
C
R
O
A
D
COARSE AGGREGATE
2" - 3"
8" 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.
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