Dark Horse Studios - Civil Design Plans - 022723J
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WILMINGTON, NC 28405
DARK HORSE STUDIOS
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
FEB. 27, 2023
C-0.0 COVER SHEET
APPROVALS:
LANDSCAPE ARCHITECT:
WILMINGTON, NORTH CAROLINA
ENGLEBRIGHT & LONG HOLDINGS, LLC
301 HARLEY DRIVE
WILMINGTON, NC 28405
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 # 22185.PE
APPLICANT:
ENGINEER /
SURVEYOR :
PREPARED BY:
PR
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122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
DARK HORSE STUDIOS
SHEET NUMBER SHEET TITLE
SITE PLANC-2.0
LANDSCAPE PLANL-1.0
FEBRUARY 2023
FOR
DESIGN DOCUMENTS
WILMINGTON, NORTH CAROLINA
ENGLEBRIGHT & LONG HOLDINGS, LLC
301 HARLEY DRIVE
VICINITY MAP
SCALE: 1" = 1,000'
SITE
215 N. GREEN MEADOWS DRIVE
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE
LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL.
Signature:
Name and Title:
Date:
Registration Number:
WE HEREBY CERTIFY THAT WE ARE THE CURRENT DEVELOPER OF THE PROPERTY AND
THAT UPON RECEIPT OF "AUTHORIZATION TO CONSTRUCT" ANY CLEARING, GRADING,
CONSTRUCTION, OR DEVELOPMENT WILL BE PERFORMED IN ACCORDANCE WITH THIS
PLAN AND THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE
STATE OF NORTH CAROLINA, AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH
ARE HEREBY PART OF THIS PLAN. AS THE DEVELOPER, WE ACCEPT FULL RESPONSIBILITY
FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED
FACILITIES. WE WILL NOT ATTEMPT TO TRANSFER THIS RESPONSIBILITY WITHOUT THE
WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY.
Signature:
Name and Title:
Date:
DEMOLITION PLANC-1.2
UTILITY PLANC-4.0
DETAILSC-5.0
SOILS MAP
SCALE: 1" = 1,000'
SITE
PROPOSED FACILITY EXPANSION
OAK 22
OAK 18
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P J MANAGEMENT GROUP INC
R05006-003-002-000
110 HARLEY RD
RB-REGIONAL BUSINESS
DB 4301, PG 313
US
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MARAPESE MICHAEL T
KATHERINE T
R05006-003-006-000
6211 MARKET ST
RB-REGIONAL BUSINESS
DB 1584, PG 840
R & M RESTOROATIONS LLC
R05006-003-007-000
6213 MARKET ST
RB-REGIONAL BUSINESS
DB 5247, PG 847
GG PLEASANT LLC
R05000-002-005-000
6245 MARKET ST
RB-REGIONAL BUSINESS
DB 1225, PG 782
HALL LARRY L
R05000-002-006-000
6301 MARKET ST
RB-REGIONAL BUSINESS
DB 3968, PG 790
CROCKER CHARLES
R04319-008-001-000
197 GREEN MEADOWS DR N
I-1-INDUSTRIAL DISTRICT
DB 1678, PG 113
CROCKER CHARLES
R04319-008-002-000
201 N GREEN MEADOWS DR
I-2-INDUSTRIAL DISTRICT
DB 1678, PG 113
N & W INVESTMENTS LLC
R04300-007-019-000
293 N GREEN MEADOWS DR
I-2-INDUSTRIAL DISTRICT
DB 5875, PG 1184
HORISONS DEVELOPMENT LLC
R04300-007-028-000
301 N GREEN MEADOWS DR
I-1-INDUSTRIAL DISTRICT
DB 2336, PG 662
SMITH PROPERTIES OF WILM LLC
R04300-007-006-008
301 N GREEN MEADOWS DR
I-2-INDUSTRIAL DISTRICT
DB 1402, PG 1630
FILIPPINI FAMILY LTD PTNRP
R04318-006-002-000
136 HARLEY RD
I-1-INDUSTRIAL DISTRICT
DB 1318, PG 1184
REGISTER PHILLIP S SUSAN C
R04318-006-001-000
128 HARLEY RD
I-1-INDUSTRIAL DISTRICT
DB 2323, PG 846
HINTON JOHN ROBERT KRIS A
R05006-003-001-004
I-1-INDUSTRIAL DISTRICT
DB 5691, PG 2456
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GFE=40.76
GFE=40.82
GFE=40.74
GFE=40.71
GFE=40.75
GFE=40.84
FFE=40.57
FFE=40.84
FFE=40.87
GFE=40.67
FFE=40.37
GFE=41.21
GFE=40.57
GFE=40.79
UELEC.
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U U
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SS SS SS SS SS
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1.4' NORTH OF
BOUNDARY
IRF IPF IPF
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IPF IPF
IPF
IPF
DISTURBED
LINE BEARING DISTANCE
L1 S 25°34'01" E 30.00'
L2 N 64°14'32" E 35.00'
L3 S 25°44'26" E 30.04'
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732.73' (TOTAL)
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32
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600.18'N 64°14'32" E
124.88'
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99.94'
S 64°13'37" W
IPF IPF
DI
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INV=36.66
DI
RIM=38.90
INV=36.56
DI
RIM=38.08
DI
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RIM=38.28
RIM=38.38
DI
RIM=38.82
DI
RIM=39.06DI
RIM=39.39
DI
RIM=39.91
DI
RIM=39.64
DI
RIM=39.02
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RIM=38.63
DI
RIM=40.54
DI
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DI
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40.15
DI
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DI
RIM=38.94
DI
RIM=39.76
DI
RIM=39.86
DI
RIM=38.87
DI
RIM=38.74
DI
RIM=39.01
DI
RIM=39.71
DI
RIM=40.80
INV=39.2
DI
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DMH
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DI
RIM=38.09
DI
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02
.
2
7
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2
3
AS
N
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D
DE
M
O
L
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T
I
O
N
P
L
A
N
JR
B
JR
B
JR
B
EX. CONCRETE CURB
TO BE REMOVED
EXISTING SEPTIC DRAIN
FIELD TO BE REMOVED
EXISTING PAVEMENT
TO BE REMOVED (TYP.)
EX. PAVEMENT TO BE
REMOVED (TYP.)
EX. PAVEMENT TO BE
REMOVED (TYP.)
EXISTING DUMPSTERS
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
NC
G
R
I
D
(
N
A
D
8
3
/
2
0
1
1
)
VICINITY MAP
SCALE: 1" = 500'
SYMBOLS LEGEND
EXISTING CONCRETE
TO BE REMOVED
SIGN/LIGHT/UTILITY POLE
EXISTING ASPHALT
TO BE REMOVED
EXISTING FENCE TO
BE REMOVED
EXISTING MISCELLANEOUS
DEMOLITION
DEMOLITION NOTES:
1.CONTRACTOR SHALL REFER TO SHEET C-1.0 GENERAL NOTES FOR DEMOLITION NOTES.
2.ALL UTILITIES SHALL BE ABANDONED AND/OR DEMOLISHED AND CAPPED PROPERLY IN
ACCORDANCE WITH THE UTILITY OWNERS RULES AND REGULATIONS.
3.CONTRACTOR SHALL COORDINATE WITH ELECTRIC UTILITY OWNER/PROVIDER FOR
DEMOLITION.
EX. VEGETATION NOTES:
1.CONTRACTOR SHALL REMOVE SHRUBS AS NECESSARY TO COMPLETE WORK; SEE
TREE REMOVAL AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION.
EX. CONCRETE CURB
TO BE REMOVED
EX. CONCRETE CURB
TO BE REMOVED
EX. CONCRETE
SIDEWALK TO BE
REMOVED
EX. PAVEMENT TO BE
REMOVED (TYP.)
EX. CONCRETE CURB
TO BE REMOVED
EX. CONCRETE CURB
TO BE REMOVED
EX. CONCRETE CURB
TO BE REMOVED
EX. PAVEMENT TO BE
REMOVED (TYP.)
EX. ELEC. PANEL
AND WATER HOOKUP
ASSEMBLY TO BE
REMOVED EX. ELEC. PANEL
AND WATER HOOKUP
ASSEMBLIES TO BE
RELOCATED (SEE
SITE PLAN)
EX. FENCE TO
REMOVED
EX. CONCRETE WALL AND
FENCING/RAILING TO BE
REMOVED TO A POINT BELOW
PROPOSED PAVEMENT SECTION
EX. LIGHT POLE TO
BE REMOVED
EX. CONCRETE WHEEL
STOPS TO BE REMOVED
OAK 22
OAK 18
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 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
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXX
X
X
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X
X
X
X
X
X
X
X
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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
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
OHE
OHE
OHE
OHE
OH
E
OHE OHE OHE OHE OHE
OH
E
LP
LPLP
TR
X X X
X X X
X
X
X
X
X
X
X
X
X
X
X
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XXXXXXXXX
X
X
X
X
X X X X X X X
X
X
X
X
XX
X
X
X
X
X
X X X X X
X
X
X
X
X
X
X
X
OHE
OHE
OHE
OHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
OHEOHE
O
H
E
O
H
E
O
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E
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E
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E
OH
E
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E
OH
E
OH
E
OH
E
OHE
OHE
O
H
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OHE OHE OHE
LP
ELEC.
PANEL
TIMBER
CONC.
ASPH.
ASPH.
ASPH.
ASPH.ASPH.
ASPH.
ASPH.
ASPH.
ASPH.
CONC.
CONC.
CONC.
CONC.
ASPH.
AS
P
H
.
ASPH.
ASPH.
ASPH.
ASPH.
ASPH.
CONC.CONC.ASPH.
CONC.
CONC.
ASPH.
ASPH.
P J MANAGEMENT GROUP INC
R05006-003-002-000
110 HARLEY RD
RB-REGIONAL BUSINESS
DB 4301, PG 313
US
A
T
O
W
E
R
I
N
C
R0
5
0
0
6
-
0
0
3
-
0
0
9
-
0
0
0
11
2
H
A
R
L
E
Y
R
D
RB
-
R
E
G
I
O
N
A
L
B
U
S
I
N
E
S
S
DB
2
4
1
5
,
P
G
1
6
6
MU
R
R
A
Y
M
A
R
L
I
N
G
J
J
A
N
E
T
S
R0
5
0
0
6
-
0
0
3
-
0
0
5
-
0
0
62
0
9
M
A
R
K
E
T
S
T
RB
-
R
E
G
I
O
N
A
L
B
U
S
I
N
E
S
S
DB
2
3
2
4
,
P
G
1
3
8
MARAPESE MICHAEL T
KATHERINE T
R05006-003-006-000
6211 MARKET ST
RB-REGIONAL BUSINESS
DB 1584, PG 840
R & M RESTOROATIONS LLC
R05006-003-007-000
6213 MARKET ST
RB-REGIONAL BUSINESS
DB 5247, PG 847
GG PLEASANT LLC
R05000-002-005-000
6245 MARKET ST
RB-REGIONAL BUSINESS
DB 1225, PG 782
HALL LARRY L
R05000-002-006-000
6301 MARKET ST
RB-REGIONAL BUSINESS
DB 3968, PG 790
CROCKER CHARLES
R04319-008-001-000
197 GREEN MEADOWS DR N
I-1-INDUSTRIAL DISTRICT
DB 1678, PG 113
CROCKER CHARLES
R04319-008-002-000
201 N GREEN MEADOWS DR
I-2-INDUSTRIAL DISTRICT
DB 1678, PG 113
N & W INVESTMENTS LLC
R04300-007-019-000
293 N GREEN MEADOWS DR
I-2-INDUSTRIAL DISTRICT
DB 5875, PG 1184
HORISONS DEVELOPMENT LLC
R04300-007-028-000
301 N GREEN MEADOWS DR
I-1-INDUSTRIAL DISTRICT
DB 2336, PG 662
SMITH PROPERTIES OF WILM LLC
R04300-007-006-008
301 N GREEN MEADOWS DR
I-2-INDUSTRIAL DISTRICT
DB 1402, PG 1630
FILIPPINI FAMILY LTD PTNRP
R04318-006-002-000
136 HARLEY RD
I-1-INDUSTRIAL DISTRICT
DB 1318, PG 1184
REGISTER PHILLIP S SUSAN C
R04318-006-001-000
128 HARLEY RD
I-1-INDUSTRIAL DISTRICT
DB 2323, PG 846
HINTON JOHN ROBERT KRIS A
R05006-003-001-004
I-1-INDUSTRIAL DISTRICT
DB 5691, PG 2456
HA
R
L
E
Y
R
O
A
D
60
'
P
U
B
L
I
C
R
/
W
GFE=40.76
GFE=40.82
GFE=40.74
GFE=40.71
GFE=40.75
GFE=40.84
FFE=40.57
FFE=40.84
FFE=40.87
GFE=40.67
FFE=40.37
GFE=41.21
GFE=40.57
GFE=40.79
UELEC.
PANEL
ELEC.
PANEL
ELEC.
PANEL
PROPANE
TANK
U U
IPF
W W W W W W
SS SS SS SS SS
IRS
IPF IPF
0.42' SOUTH
OF BOUNDARY
IRF
1.4' NORTH OF
BOUNDARY
IRF IPF IPF
IRS
IRS
IPF IPF
IPF
IPF
DISTURBED
LINE BEARING DISTANCE
L1 S 25°34'01" E 30.00'
L2 N 64°14'32" E 35.00'
L3 S 25°44'26" E 30.04'
46
2
.
5
5
'
S
2
5
°
4
2
'
1
0
"
E
98.61'S 64°15'48" W
732.73' (TOTAL)
144.55'489.57'
40
6
.
1
6
'
N
2
5
°
2
8
'
5
9
"
W
125.45'
N 64°38'35" E
21
4
.
4
9
'
N
2
5
°
3
1
'
1
4
"
W
103.82'
N 64°41'30" E
5
8
.
0
0
'
N
3
1
°
4
4
'
4
1
"
W
328.70'
N 64°14'40" E
32
2
.
7
4
'
S
2
5
°
4
5
'
4
1
"
E
600.18'N 64°14'32" E
124.88'
S 64°16'16" W
99.94'
S 64°13'37" W
IPF IPF
DI
RIM=38.61
INV=36.66
DI
RIM=38.90
INV=36.56
DI
RIM=38.08
DI
RIM=38.59
RIM=38.28
RIM=38.38
DI
RIM=38.82
DI
RIM=39.06DI
RIM=39.39
DI
RIM=39.91
DI
RIM=39.64
DI
RIM=39.02
DI
RIM=38.63
DI
RIM=40.54
DI
RIM=40.33
DI
RIM=
40.15
DI
RIM=40.10
DI
RIM=38.94
DI
RIM=39.76
DI
RIM=39.86
DI
RIM=38.87
DI
RIM=38.74
DI
RIM=39.01
DI
RIM=39.71
DI
RIM=40.80
INV=39.2
DI
RIM=40.70
INV=39.25
DI
RIM=40.29
INV=38.64
DMH
RIM=40.08
DI
RIM=38.53
DI
RIM=39.07
DI
RIM=38.06
DI
RIM=38.27
DI
RIM=38.09
DI
RIM=38.09 DI
RIM=38.97
DI
RIM=38.96
DI
RIM=39.41
FLAG POLE
ELEC.
PANEL
ELEC.
PANEL
DU
M
P
S
T
E
R
ELEC.
PANEL
U
ELEC.
PANEL
SMH
RIM=39.16
RIM=38.62
SMH
RIM=39.26
SMH
RIM=39.26
SMH
RIM=40.50SMH
RIM=40.36
CU
R
B
CURB
CU
R
B
CURB
CURB
CONC.
CURB
CURB
GATE
GA
T
E
ELEC.
PANEL
KEY
PAD
KEY
PADU
LOADING BAY
LOADING BAY
LOADING
BAY
POND
POND
POND
RIPRAP
CU
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B
CUR
B
CONC.
CONC.
TIMBER
TIMBER
GENERATOR
OUTLET
STRUCTURE
CONC.
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CO
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C
.
CO
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.
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.
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CONC.
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STEPS
CO
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.
W
A
L
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CO
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.
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A
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.
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C
.
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.
W
A
L
L
GUARDRAIL
GUARDRAIL
GU
A
R
D
R
A
I
L
IPF
STEPS
EXISTING BLDG
79074 SF ±
E
X
I
S
T
I
N
G
B
L
D
G
3
1
4
5
S
F
±
EXISTING BLDG
4730 SF ±
UTIL.
VAULT
UTIL.
VAULT
UTIL.
MANHOLE
UTIL.
VAULT
SIGN
N 64°33'44" E
182.63'
13
9
.
4
9
'
N
2
7
°
2
9
'
1
9
"
W
G
LP GAS
TANK
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
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W
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W
W
W
W
W
W
W
W
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W W
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SD
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SS SS SS SS SS
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SD
SD
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D
S
D
S
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SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SS
S
S
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S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
SDSDSDSD
SD
SD
SS
SS
S
D
S
D
S
D
S
D
SD
S
D
UEUEUEUEUEUEUEUEUEUEUEUEUEUE
UE
UE
UE
UE
U
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U
E
U
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UE
UE
UE
U
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U
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U
E
U
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U
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U
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UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
FO
FO
FO FO FO FO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO
SDSD
FO FO FO FO
S
S
UG
FO FO FO FO FO FO FO
FO
W
WW
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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
WWWWWWWW
W
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W
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W
W
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
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SD
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SD SD SD SD SD SDSDSDSDSDSDSD SD SD SD SD SD SD
FO
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UE UE UE UE UE UE UE UE UE
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UE
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UE UE UE UE UE UE UE UE UE UE
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SDSDSDSD
SMH
RIM=39.43
INV=34.43
42
4
2
42
42 42
4242
42
42
41
41
4
1
41
41
41
41
41
41
4
1
41
41
41
41
41
41
41
41
41
41
41
4
1
4
1
41
4
1
41
41
41
41
41
41
41
41
41
41
41
41
4
1
41
41
41
41
41
41
41
39
3
9
39
39
39
39
3
9
3
9
39
39
39
39
3
9
39
39
39
39
39
39
39
39
39
39
39
39
3
9
39
39
39
39
39
39
39
39
39
39
39
39
38
38
38
3
8
38
38
38
38
3
8
38
38
38
3
8
38
3838
3
8
37
37
37
37
37
37
37
37
37
3
7
37
37
37
36
36
36
36
36
36
36
36
36
34
3
4
34
34
34
34
34
34
33
33 33
33
33
3
3
33
33
32
32
32
32
3
2
31
31
31
31
24"
18
"
18"
15"15"
15"15"
15"
15
"
18
"
18
"
1
8
"
18"18"
2
4
"
28
.
0
'
28
.
0
'
17.8'24.9'18.0'18.0'42.7'
34
.
0
'
24.0'
18
.
0
'
24
.
0
'
30.0'
14.0'
6.4'
10
.
3
'
24.0'24.0'
16.0'
3.
5
'
16
.
0
'
21
.
0
'
LOADING
SS SS SS SS SS
S
S
S
S
S
S
S
S
W W W W W
W
W
W
W
W
W
W
W
SS
CO
COCO
FIRE FIRE FIRE
FI
R
E
F
I
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FIRE FIRE FIRE FIRE FIRE FIRE FIRE
FI
R
E
FIRE FIRE FIRE FIRE
FIR
E
FIR
E
FIR
E
FI
R
E
FI
R
E
FI
R
E
FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE
27
.
0
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15
FI
R
E
46
13
24
16
6
18
3
10
16
11
2
32
8 32
34 11 6
3
5
16
3
.
0
'
3.5'
250.0'
18.0'18.0'18.0'18.0'18.0'
9.
0
'
(T
Y
P
.
)
18
.
0
'
9.0'
(TYP.)
18
.
0
'
18
.
0
'
3
.
0
'
13.0'
13.5'9.0'
(TYP.)
13
.
0
'
13
.
6
'
R25'
R25'
R25'
R25'
R25'
R25'
24.0'
18.0'18.0'
9
.
0
'
(T
Y
P
.
)
R25'
R15'R30'
R50'
R25'
R15'
R25'R25'
R25'
R15'
3.5'
4.
0
'
LOADING
34.8'
EXISTING STAGE
±44,000 SF
EXISTING
MILLWORK
±11,000 SF
EXISTING
STORAGE
±7,000 SF
EXISTING
OFFICE
±11,000 SF
EX. BUILDING
AND FUTURE
ADDITION
(OFFICE &
WAREHOUSE)
±6,700 SF
PROPOSED
SOUND STAGE/STUDIO
±42,190 SF (FOOTPRINT)
MARK
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B
EXISTING WET
DETENTION BASIN
PROPOSED ASPHALT PAVING
PROPOSED HANDICAP
PARKING (SEE DETAILS)
FUTURE EXPANSION TO EXISTING
OFFICE/WAREHOUSE BUILDING
PROPOSED ASPHALT PAVING
PROPOSED ASPHALT PAVING
(TYP.)
EXISTING PAVEMENT
TO BE REMOVED (SEE
DEMO PLAN)
EXISTING PAVEMENT TO BE
REMOVED (SEE DEMO PLAN)
SITE INFORMATION
PROJECT ADDRESS:215 N. GREEN MEADOWS DRIVE
PARCEL (PIN):R04300-007-006-001
TOTAL SITE AREA:±11.51 ACRES
PROPERTY OWNER:ENGLEBRIGHT & LONG HOLDINGS, LLC
301 HARLEY DRIVE
WILMINGTON, NC 28405
CURRENT ZONING: I-1 (LIGHT INDUSTRIAL)
CURRENT LAND USE:INDUSTRIAL
PROPOSED LAND USE:BROADCASTING & PRODUCTION STUDIO
FLOOD INFORMATION: THIS SITE IS NOT LOCATED IN A SPECIAL
FLOOD HAZARD AREA AS DETERMINED BY
FEMA FLOOD PANEL 3720314800K, DATED
AUGUST 28, 2018.
CAMA LAND USE CLASSIFICATION:EMPLOYMENT CENTER
BUILDING DATA
NUMBER OF BUILDINGS:1 PROPOSED (3 EXISTING)
MAX. ALLOWABLE BUILDING HEIGHT:50'
PROPOSED BUILDING HEIGHT:55' (PENDING VARIANCE)
NUMBER OF STORIES:1
TOTAL BUILDING AREA (FOOTPRINT):42,190 SF (PROPOSED)
2,700 SF (FUTURE)
81,730 SF (EXISTING)
126,620 SF (TOTAL)
BUILDING LOT COVERAGE:126,620 SF/501,376 SF = 25.25%
DIMENSIONAL REQUIREMENTS
FRONT SETBACK:50' MIN.
SIDE SETBACK:0' MIN.
SIDE STREET SETBACK:50' MIN.
REAR SETBACK:0' MIN.
DEVELOPMENT DATA
STUDIO BUILDINGS / PROPOSED USES:
SOUND STAGES:± 86,190 SF
MAINTENANCE:± 4,730 SF
OFFICES:± 11,000 SF
MILLWORK SPACE:± 11,000 SF
STORAGE (NOT PARKED):± 7,000 SF
TOTAL BUILDING AREA:± 119,920 SF
TOTAL BUILDING AREA PARKED:± 112,920 SF
MINIMUM PARKING REQUIRED:283 SPACES
2.5 SPACES / 1,000 SF
PARKING PROVIDED:297 SPACES
MATTRESS COMPANY PROPOSED USES:
OFFICE SPACE:± 4,000 SF
2.5 SPACES / 1,000 SF 10 SPACES
WAREHOUSE SPACE:± 2,700 SF
1.5 SPACES / 1,000 SF 4 SPACES
MINIMUM PARKING REQUIRED:14 SPACES
2.5 SPACES / 1,000 SF
PARKING PROVIDED:14 SPACES
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.NO WETLANDS EXIST ON SITE.
4.TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS
NOT REQUIRED.
WASTE DISPOSAL
WASTE DISPOSAL WILL BE PROVIDED BY AN EXISTING CENTRAL DUMPSTER AT THE
LOCATION SHOWN ON THE PLAN. ALL TRASH-HANDLING AND RELATED FACILITIES SHALL BE
COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL.
STREETYARD (TYP.)
SEE LANDSCAPE PLAN
50
'
F
R
O
N
T
S
E
T
B
A
C
K
PROPOSED EXTRUDED CONCRETE
CURB (TYP. - SEE DETAIL)
PROPOSED EXTRUDED CONCRETE
CURB (TYP. - SEE DETAIL)
PROPOSED EXTRUDED CONCRETE
CURB (TYP. - SEE DETAIL)
PROPOSED EXTRUDED CONCRETE
CURB (TYP. - SEE DETAIL)
EXISTING
PARKING TO
REMAIN
EXISTING
PARKING TO
REMAIN
EXISTING DUMPSTERS
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
NC
G
R
I
D
(
N
A
D
8
3
/
2
0
1
1
)
VICINITY MAP
SCALE: 1" = 500'
RELOCATED
ELECTRICAL PANELS
AND WATER HOOKUP
ASSEMBLIES (SEE
DEMO PLAN)
PROPOSED ASPHALT PAVING
PROPOSED EXTRUDED CONCRETE
CURB (TYP. - SEE DETAIL)
EXISTING TRUCK WELL
TO BE FILLED AND PAVED
PROPOSED EDGE OF
PAVEMENT & WHEEL STOPS
PROPOSED EDGE OF
PAVEMENT & WHEEL STOPS
PROPOSED
STRIPING
(TYP.)
OAK 22
OAK 18
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 X
X
X
X
X
X
X
X
X
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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
X
X
X
OHE
OHE
OHE
OHE
OH
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OHE OHE OHE OHE OHE
OH
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LP
LPLP
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X X X
X X X
X
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X
X
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X
X
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X
X
X
X
XX
X
X
X
X
X
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X
X
X
X
X
X
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ASPH.
ASPH.
P J MANAGEMENT GROUP INC
R05006-003-002-000
110 HARLEY RD
RB-REGIONAL BUSINESS
DB 4301, PG 313
US
A
T
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W
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C
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5
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6
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0
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3
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8
MARAPESE MICHAEL T
KATHERINE T
R05006-003-006-000
6211 MARKET ST
RB-REGIONAL BUSINESS
DB 1584, PG 840
R & M RESTOROATIONS LLC
R05006-003-007-000
6213 MARKET ST
RB-REGIONAL BUSINESS
DB 5247, PG 847
GG PLEASANT LLC
R05000-002-005-000
6245 MARKET ST
RB-REGIONAL BUSINESS
DB 1225, PG 782
HALL LARRY L
R05000-002-006-000
6301 MARKET ST
RB-REGIONAL BUSINESS
DB 3968, PG 790
CROCKER CHARLES
R04319-008-001-000
197 GREEN MEADOWS DR N
I-1-INDUSTRIAL DISTRICT
DB 1678, PG 113
CROCKER CHARLES
R04319-008-002-000
201 N GREEN MEADOWS DR
I-2-INDUSTRIAL DISTRICT
DB 1678, PG 113
N & W INVESTMENTS LLC
R04300-007-019-000
293 N GREEN MEADOWS DR
I-2-INDUSTRIAL DISTRICT
DB 5875, PG 1184
HORISONS DEVELOPMENT LLC
R04300-007-028-000
301 N GREEN MEADOWS DR
I-1-INDUSTRIAL DISTRICT
DB 2336, PG 662
SMITH PROPERTIES OF WILM LLC
R04300-007-006-008
301 N GREEN MEADOWS DR
I-2-INDUSTRIAL DISTRICT
DB 1402, PG 1630
FILIPPINI FAMILY LTD PTNRP
R04318-006-002-000
136 HARLEY RD
I-1-INDUSTRIAL DISTRICT
DB 1318, PG 1184
REGISTER PHILLIP S SUSAN C
R04318-006-001-000
128 HARLEY RD
I-1-INDUSTRIAL DISTRICT
DB 2323, PG 846
HINTON JOHN ROBERT KRIS A
R05006-003-001-004
I-1-INDUSTRIAL DISTRICT
DB 5691, PG 2456
HA
R
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O
A
D
60
'
P
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B
L
I
C
R
/
W
GFE=40.76
GFE=40.82
GFE=40.74
GFE=40.71
GFE=40.75
GFE=40.84
FFE=40.57
FFE=40.84
FFE=40.87
GFE=40.67
FFE=40.37
GFE=41.21
GFE=40.57
GFE=40.79
UELEC.
PANEL
ELEC.
PANEL
ELEC.
PANEL
PROPANE
TANK
U U
IPF
W W W W W W
SS SS SS SS SS
IRS
IPF IPF
0.42' SOUTH
OF BOUNDARY
IRF
1.4' NORTH OF
BOUNDARY
IRF IPF IPF
IRS
IRS
IPF IPF
IPF
IPF
DISTURBED
LINE BEARING DISTANCE
L1 S 25°34'01" E 30.00'
L2 N 64°14'32" E 35.00'
L3 S 25°44'26" E 30.04'
46
2
.
5
5
'
S
2
5
°
4
2
'
1
0
"
E
98.61'S 64°15'48" W
732.73' (TOTAL)
144.55'489.57'
40
6
.
1
6
'
N
2
5
°
2
8
'
5
9
"
W
125.45'
N 64°38'35" E
21
4
.
4
9
'
N
2
5
°
3
1
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1
4
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W
103.82'
N 64°41'30" E
5
8
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0
0
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N
3
1
°
4
4
'
4
1
"
W
328.70'
N 64°14'40" E
32
2
.
7
4
'
S
2
5
°
4
5
'
4
1
"
E
600.18'N 64°14'32" E
124.88'
S 64°16'16" W
99.94'
S 64°13'37" W
IPF IPF
DI
RIM=38.61
INV=36.66
DI
RIM=38.90
INV=36.56
DI
RIM=38.08
DI
RIM=38.59
RIM=38.28
RIM=38.38
DI
RIM=38.82
DI
RIM=39.06DI
RIM=39.39
DI
RIM=39.91
DI
RIM=39.64
DI
RIM=39.02
DI
RIM=38.63
DI
RIM=40.54
DI
RIM=40.33
DI
RIM=
40.15
DI
RIM=40.10
DI
RIM=38.94
DI
RIM=39.76
DI
RIM=39.86
DI
RIM=38.87
DI
RIM=38.74
DI
RIM=39.01
DI
RIM=39.71
DI
RIM=40.80
INV=39.2
DI
RIM=40.70
INV=39.25
DI
RIM=40.29
INV=38.64
DMH
RIM=40.08
DI
RIM=38.53
DI
RIM=39.07
DI
RIM=38.06
DI
RIM=38.27
DI
RIM=38.09
DI
RIM=38.09 DI
RIM=38.97
DI
RIM=38.96
DI
RIM=39.41
FLAG POLE
ELEC.
PANEL
ELEC.
PANEL
DU
M
P
S
T
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R
ELEC.
PANEL
U
ELEC.
PANEL
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RIM=39.16
RIM=38.62
SMH
RIM=39.26
SMH
RIM=39.26
SMH
RIM=40.50SMH
RIM=40.36
CU
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79074 SF ±
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4730 SF ±
UTIL.
VAULT
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SIGN
N 64°33'44" E
182.63'
13
9
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N
2
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2
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1
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W
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W
WWWWWWWWWWWW
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SDSDSD
SD SD SD SD SD SDSDSDSDSDSDSD SD SD SD SD SD SD
FO
FO
UE UE UE UE UE UE UE UE UE
UE
UE
UE UE UE UE UE UE UE
UE
UE
UE
UE
U
E
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UE UE
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UE UE UE UE
UE
UE
UE
UE
UE UE UE UE
UE
UEUEUEUE
UE UE UE UE UE UE UE UE UE UE
UE
UE
UE
UE
SDSDSDSD
SMH
RIM=39.43
INV=34.43
42
4
2
42
42 42
4242
42
42
41
41
4
1
41
41
41
41
41
41
4
1
41
41
41
41
41
41
41
41
41
41
41
4
1
4
1
41
4
1
41
41
41
41
41
41
41
41
41
41
41
41
4
1
41
41
41
41
41
41
41
39
3
9
39
39
39
39
3
9
3
9
39
39
39
39
3
9
39
39
39
39
39
39
39
39
39
39
39
39
3
9
39
39
39
39
39
39
39
39
39
39
39
39
38
38
38
3
8
38
38
38
38
3
8
38
38
38
3
8
38
3838
3
8
37
37
37
37
37
37
37
37
37
3
7
37
37
37
36
36
36
36
36
36
36
36
36
34
3
4
34
34
34
34
34
34
33
33 33
33
33
3
3
33
33
32
32
32
32
3
2
31
31
31
31
24"
18
"
18"
15"15"
15"15"
15"
15
"
18
"
18
"
1
8
"
18"18"
2
4
"
SS SS SS SS SS
S
S
S
S
S
S
S
S
W W W W W
W
W
W
W
W
W
W
W
SS
CO
COCO
FIRE FIRE FIRE
FI
R
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F
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R
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FI
R
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FI
R
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FI
R
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FI
R
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FI
R
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FI
R
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FI
R
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FI
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FI
R
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FI
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FI
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FIRE FIRE FIRE FIRE FIRE FIRE FIRE
FI
R
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FIRE FIRE FIRE FIRE
FIR
E
FIR
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FIR
E
FI
R
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FI
R
E
FI
R
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FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE
FI
R
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PROPOSED
SOUND STAGE/STUDIO
FFE = 41.0
MARK
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EXISTING METER VAULT
FIRE DEPARTMENT
CONNECTION
(2) 8" RJ 45° BEND
PROPOSED EXTRUDED CONCRETE
CURB (TYP. - SEE DETAIL)
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
NC
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SCALE: 1" = 500'
UTILITY INFORMATION
CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITH NC
PLUMBING CODE, FIRE CODE, NCDEQ RULES AND CFPUA STANDARD DETAILS AND
SPECIFICATIONS.
SANITARY SEWER
THIS PROJECT IS PROPOSING A 6" SANITARY SEWER SERVICE FOR THE PROPOSED
SOUNDSTAGE/STUDIO BUILDING. THIS SERVICE WILL BE CONNECTING TO THE EXISTING
MANHOLE AS SHOWN. THERE ARE NO PROPOSED SANITARY SEWER MAINS WITH THIS
PROJECT. ALL SANITARY SEWER ALLOCATION PROVIDED BY CFPUA.
CONTRACTOR TO COORDINATE SANITARY TIE-IN TO EXISTING FACILITIES WITH CFPUA.
CFPUA INSPECTOR TO BE ON-SITE DURING TAPPING OF EX. SEWER FACILITIES.
SANITARY IN-LINE PLUGS ARE REQUIRED AT ALL CONNECTION POINTS TO EX. SEWER
FACILITIES AND MUST REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND
CFPUA HAS COMPLETED ITS INSPECTION.
WATER
THIS PROJECT IS PROPOSING A 2.5" DOMESTIC SERVICE FOR THE PROPOSED
SOUNDSTAGE/STUIDO BUILDING. THIS SERVICE WILL BE CONNECTED TO AN EXISTING
ON SITE WATER SERVICE DOWNSTREAM OF AN EXISTING METER. THIS PROJECT IS ALSO
PROPOSING AN 8" FIRE SERVICE FROM THE EXISTING WATER MAIN AS SHOWN. ALL
DOMESTIC WATER ALLOCATION PROVIDED BY CFPUA.
CONTRACTOR TO COORDINATE WATER TIE-IN TO EXISTING FACILITIES WITH CFPUA.
CFPUA INSPECTORS ARE REQUIRED TO BE ON-SITE DURING TAPPING OF THE EX.
UTILITIES.
CONNECT TO EXISTING VALVE
EX. 8" PUBLIC
WATER MAIN
(1) 8" RJ GATE VALVE & BOX
PROPOSED 8" C900 FIRE MAIN.
OPEN CUT & PATCH EXISTING
ASPHALT AS REQUIRED.(1) 8" RJ 90° BEND
PROPOSED 8" C900 FIRE MAIN.
OPEN CUT & PATCH EXISTING
ASPHALT AS REQUIRED.
8" RPZ BACKFLOW PREVENTOR IN
FIBERGLASS ENCLOSURE
(2) 8" RJ 45° BEND
(2) 8" RJ 45° BEND
(1) 8" RJ 45° BEND
(1) 8" RJ 45° BEND
PROPOSED 8" C900 FIRE MAIN
(1) HYDRANT ASSEMBLY
(2) 8" RJ 45° BEND
(2) 8" RJ 45° BEND
PROPOSED 2.5" SCH. 40 PVC
DOMESTIC WATER SERVICE
PROPOSED 6" SCH. 40 PVC
DOMESTIC SEWER SERVICE
@ 1.0% MINIMUM
PROPOSED 6" SEWER SERVICE
CONNECTION TO EXISTING MANHOLE.
INV. IN = 34.43'
PROPOSED 2.5" SERVICE CONNECTION
DOWNSTREAM OF EXISTING METER
VAULT. CONTRACTOR TO CONFIRM
EXISTING WATER SERVICE SIZE PRIOR
TO MAKING CONNECTION.
TRANSITION TO 8" DIP FROM 5'
OUTSIDE OF BUILDING TO
FLOOR FLANGE IN RISER ROOM
OPEN CUT & PATCH EXISTING
PAVEMENT AS REQUIRED TO INSTALL
PROPOSED UTILITY SERVICES
DE
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6" - AGGREGATE BASE COURSE
COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT
COMPACTED SUBGRADE IN
ACCORDANCE WITH THE
GEOTECHNICAL REPORT
3.0" (2 LIFTS OF 1.5") - S9.5B SURFACE IN
ACCORDANCE WITH NCDOT SPECIFICATIONS
6"6"
12"
6" CONCRETE
4,000 PSI CONCRETEASPHALT
COMPACTED SUBGRADE TO
GEOTECH SPECIFICATIONS
ASPHALT TO CONCRETE PAVEMENT TRANSITION
NOT TO SCALE
HEAVY DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE
18"
2'
-
0
"
3'
-
0
"
6" DIA. STEEL PIPE FILLED
WITH CONCRETE WITH TWO
COATS OF YELLOW PAINT
FINISH CONC.TO
DOME SHAPE WITH
SMOOTH FINISH
SET POST IN
CONCRETE
PIPE BOLLARD DETAIL
NOT TO SCALE
NOTE: VERIFY WITH ARCHITECTURAL
PLANS AS BOLLARDS MAY BE DETAILED.
SECURELY ATTACH WHEEL STOPS INTO
PAVEMENT WITH NOT LESS THAN TWO
GALVANIZED STEEL DOWELS EMBEDDED IN
HOLES CAST INTO WHEEL STOPS. FIRMLY
BOND EACH DOWEL TO WHEEL STOP AND
TO PAVEMENT. EXTEND UPPER PORTION OF
DOWEL 5 INCHES INTO WHEEL STOP AND
LOWER PORTION AS NOTED ON THE
DRAWINGS INTO PAVEMENT
*NOTE: WHEEL STOPS SHALL BE PLACED 2.5'
FROM THE END OF THE PARKING STALL
STANDARD PRECAST CONCRETE
PARKING CHOCK
1'-0''
6'-0''
1'-0''
4"
6"
WHEEL STOP
NOT TO SCALE
HANDICAP SIGN DETAIL
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.
NOT TO SCALE
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"
GENERAL NOTES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT SPACING MAY
BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE
OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY
THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY
THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT
FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED. ALL CONTRACTION JOINTS
EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE
SPACED AT 90' INTERVALS AND ADJACENT TO ALL RIGID OBJECTS.
7.
5
'
'
5"
2"
7"
AGGREGATE BASE COURSE
FINISHED GRADE
FINISHED PAVEMENT
CONCRETE EXTRUDED CURB
NOT TO SCALE
CONCRETE DRAINAGE FLUME
NOT TO SCALE
EDGE TREATMENT FOR EXISTING PAVEMENT
ADJACENT TO PROPOSED PAVEMENT
NOT TO SCALE
1-ft
FULL DEPTH NEW ASPHALT SECTION
(SEE SECTION ABOVE)
EXISTING PAVEMENT
MILL & OVERLAY (1.5") FOR 1-FT OF
EX. SURFACE ADJACENT TO NEW
PAVEMENT TO LOCK SEAM AND/OR 1'
MIN. BEYOND LANE LINE TO REMOVE
EX. PAVEMENT MARKINGS
SEE NCDOT
PAVEMENT
DETAIL
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
PR
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OAK 22
OAK 18
X
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OHE OHE OHE OHE OHE
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LP
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X X X
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LP
ELEC.
PANEL
P J MANAGEMENT GROUP INC
R05006-003-002-000
110 HARLEY RD
RB-REGIONAL BUSINESS
DB 4301, PG 313
US
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3
8
MARAPESE MICHAEL T
KATHERINE T
R05006-003-006-000
6211 MARKET ST
RB-REGIONAL BUSINESS
DB 1584, PG 840
R & M RESTOROATIONS LLC
R05006-003-007-000
6213 MARKET ST
RB-REGIONAL BUSINESS
DB 5247, PG 847
GG PLEASANT LLC
R05000-002-005-000
6245 MARKET ST
RB-REGIONAL BUSINESS
DB 1225, PG 782
HALL LARRY L
R05000-002-006-000
6301 MARKET ST
RB-REGIONAL BUSINESS
DB 3968, PG 790
CROCKER CHARLES
R04319-008-001-000
197 GREEN MEADOWS DR N
I-1-INDUSTRIAL DISTRICT
DB 1678, PG 113
CROCKER CHARLES
R04319-008-002-000
201 N GREEN MEADOWS DR
I-2-INDUSTRIAL DISTRICT
DB 1678, PG 113
N & W INVESTMENTS LLC
R04300-007-019-000
293 N GREEN MEADOWS DR
I-2-INDUSTRIAL DISTRICT
DB 5875, PG 1184
HORISONS DEVELOPMENT LLC
R04300-007-028-000
301 N GREEN MEADOWS DR
I-1-INDUSTRIAL DISTRICT
DB 2336, PG 662
SMITH PROPERTIES OF WILM LLC
R04300-007-006-008
301 N GREEN MEADOWS DR
I-2-INDUSTRIAL DISTRICT
DB 1402, PG 1630
FILIPPINI FAMILY LTD PTNRP
R04318-006-002-000
136 HARLEY RD
I-1-INDUSTRIAL DISTRICT
DB 1318, PG 1184
REGISTER PHILLIP S SUSAN C
R04318-006-001-000
128 HARLEY RD
I-1-INDUSTRIAL DISTRICT
DB 2323, PG 846
HINTON JOHN ROBERT KRIS A
R05006-003-001-004
I-1-INDUSTRIAL DISTRICT
DB 5691, PG 2456
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L3 S 25°44'26" E 30.04'
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FFE = 41.00
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FES 102
Rim=39.36
Out=36.27
FES 101
Rim=35.00
In=35.00
Out=34.75
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1.
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2.
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EXISTING STAGE
±44,000 SF
EXISTING
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±11,000 SF
EXISTING
STORAGE
±7,000 SF
EXISTING
OFFICE
±11,000 SF
EX. BUILDING
AND FUTURE
ADDITION
(OFFICE &
WAREHOUSE)
±6,700 SF
PROPOSED
STAGE
±42,190 SF (FOOTPRINT)
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EXISTING WET
DETENTINO BASIN
PROPOSED STUDIO
BUILDING
FUTURE
EXPANSION TO
EXISTING
OFFICE/WAREHOUSE
BUILDING
PROPOSED ASPHALT PARKING
EXISTING PAVEMENT
TO BE REMOVED
SITE INFORMATION
PROJECT ADDRESS:215 N. GREEN MEADOWS DRIVE
PARCEL (PIN):R04300-007-006-001
TOTAL SITE AREA:±11.51 ACRES
PROPERTY OWNER:ENGLEBRIGHT & LONG HOLDINGS, LLC
301 HARLEY DRIVE
WILMINGTON, NC 28405
CURRENT ZONING: I-1 (LIGHT INDUSTRIAL)
CURRENT LAND USE:INDUSTRIAL
PROPOSED LAND USE:BROADCASTING & PRODUCTION STUDIO
FLOOD INFORMATION: THIS SITE IS NOT LOCATED IN A SPECIAL
FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD PANEL 3720314800K, DATED
AUGUST 28, 2018.
CAMA LAND USE CLASSIFICATION:EMPLOYMENT CENTER
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.NO WETLANDS EXIST ON SITE.
4.TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT
REQUIRED.
WASTE DISPOSAL
WASTE DISPOSAL WILL BE PROVIDED BY AN EXISTING CENTRAL DUMPSTER AT THE LOCATION
SHOWN ON THE PLAN. ALL TRASH-HANDLING AND RELATED FACILITIES SHALL BE COMPLETELY
ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL.
LANDSCAPING CALCULATIONS:
FOUNDATION PLANTINGS
REQUIRED: 1,728 SF ((250' X 25') + ( 163 X 25') + ( 163 X 25') = 14,400 SF X 12%)
PROVIDED: 2,435 SF
INTERIOR PLANTING AREA
REQUIRED:15,145 SF = (189,315 SF X 8%) / 144 SF = 105 TREES
PROVIDED:23,251 SF
2 EXISTING CANOPY TREES
67 CANOPY TREES
43 UNDERSTORY TREES
110 TREES TOTAL PROVIDED
STREET YARD PLANTING AREA
REQUIRED:8,100 SF (324 LF X 25) / 600 SF = 13.5
1 CANOPY TREE, 3 UNDERSTORY TREES, 6 SHRUBS / 600 SF =
14 CANOPY TREES, 41 UNDERSTORY TREES, 81 SHRUBS
PROVIDED:8,123 SF
14 CANOPY TREES, 43 UNDERSTORY TREES, 83 SHRUBS
RETENTION STANDARDS
1.A MINIMUM OF 15 TREES SHALL BE RETAINED OR PLANTED FOR EACH ACRE OR
PROPORTIONATE AREA DISTURBED.
REQUIRED:15 X 6.5 ACRES = 98 TREES
PROVIDED: 110 TREES
CANOPY TREES CODE QTY BOTANICAL / COMMON NAME MIN. SIZE AT INSTALL DETAIL
NO 10 QUERCUS NUTTALLII
NUTTALL OAK 2" CAL.
LO 12 QUERCUS VIRGINIANA
SOUTHERN LIVE OAK 2" CAL.
LBE 45 ULMUS PARVIFOLIA `BOSQUE`
BOSQUE LACEBARK ELM 2" CAL.
UNDERSTORY TREES CODE QTY BOTANICAL / COMMON NAME MIN. SIZE AT INSTALL DETAIL
CMP 15 LAGERSTROEMIA INDICA 'PEPPERMINT LACE'
PEPPERMINT LACE CRAPE MYRTLE 8` H; MULTI-STEM
CMT 12 LAGERSTROEMIA INDICA X FAURIEI 'TONTO'
TONTO CRAPE MYRTLE 8` H; MULTI-STEM
VIT 16 VITEX AGNUS-CASTUS `SHOAL CREEK`
CHASTE TREE 8` H
SHRUBS CODE QTY BOTANICAL / COMMON NAME MIN. SIZE AT INSTALL SPACING DETAIL
APT 63 AZALEA I. `GEORGE L. TABOR`
PURPLE TABOR AZALEA 3 GAL 48" o.c.
DAR 20 LOROPETALUM C. `DARUMA`
DARUMA LOROPETALUM 12" HT 36" o.c.
PLANT SCHEDULE
LANDSCAPE NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
2.TREES SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM SEWER/WATER CONNECTIONS OR AS
OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE
TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES.
3.ALL PLANT MATERIAL SHALL MEET THE CURRENT VERSION OF THE AMERICAN ASSOCIATION OF
NURSERYMEN'S STANDARDS.
4.NO TREE, OTHER THAN THOSE SHOWN ON APPROVED PLANS FOR REMOVAL WITH THESE PLANS
AND/ OR TREE REMOVAL PERMIT PLANS, SHALL BE REMOVED WITHOUT WRITTEN
AUTHORIZATION FROM THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. ALL SHRUB
BEDS AND/OR PLANTING AREAS EXCLUDING TURF AREAS SHALL BE MULCHED WITH 3 INCH
MINIMUM AND 4 INCH MAXIMUM DEPTH PINE STRAW MULCH UNLESS OTHERWISE NOTED.
5.ALL PLANTS, 4 FEET OR LESS APART, WILL BE CONNECTED IN ONE PLANTING BED. ALL GROUPS
OF PLANTS SHOULD BE WITHIN ONE PLANTING BED WITH THE EDGE OF MULCH EXTENDING 2
FEET BEYOND THE EDGE OF PLANT MASS. ALL SINGLE TREES (INCLUDING BOTH PROPOSED
AND EXISTING TREES) SHOULD HAVE A CIRCLE OF MULCH NOT LESS THAN 5 FEET DIAMETER.
6.WEED BARRIER FABRIC SHALL BE INSTALLED BY LANDSCAPE CONTRACTOR IN ACME WAY AND
CORPORATE DRIVE BUFFER LOCATIONS.
7.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE OR MAINTAINING THE SITE DURING
CONSTRUCTION IN A MANNER THAT PROMOTES HEALTHY, VIABLE LANDSCAPE AND TURF
MATERIAL.
8.PLANTING SOIL MIX: MIX EXISTING SOIL WITH THE SOIL AMENDMENTS AND FERTILIZERS FOR
HEALTHY,VIABLE PLANT MATERIAL IN THE QUANTITIES RECOMMENDED BY THE SOIL TESTING
LABORATORY, THIRD PARTY RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE OR AS
OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE.
9.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SOIL AMENDMENTS AS
RECOMMENDED BY THE SOIL TESTING LABORATORY.
10.ANY AND ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE
ARCHITECT OR OWNER'S REPRESENTATIVE. FAILURE IN OBTAINING APPROVAL MAY RESULT IN
LIABILITY TO THE CONTRACTOR.
11.LANDSCAPE CONTRACTOR SHALL APPLY PRE AND POST EMERGENT HERBICIDES, FUNGICIDES,
OR OTHER WEED CONTROL METHODS TO KEEP THE SITE FREE OF WEEDS FROM BEGINNING OF
LANDSCAPE CONTRACTOR'S CONSTRUCTION TO TIME THE SITE IS TURNED OVER TO OWNER
FOR MAINTENANCE. INSTALL WEED BARRIER FABRIC IN MULCHED AND PLANTED AREAS
WITHOUT PRESERVED EXISTING VEGETATION FOR ADDITIONAL WEED CONTROL. THIS DOES NOT
APPLY TO SEEDED OR SODDED AREAS.
12.IRRIGATION, IF PROPOSED, SHALL BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATION
CONTRACTOR IN THE STATE OF NORTH CAROLINA.
12.1.AUTOMATED IRRIGATION PLANS AND SPECIFICATIONS FOR THE IRRIGATION DESIGN SHALL
BE SUBMITTED TO THE OWNER OR OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO
PURCHASE OR INSTALLATION OF THE MATERIALS.
13.UNLESS OTHERWISE SPECIFIED BY OWNER OR OWNER'S REPRESENTATIVE, ALL DISTURBED
AREAS TO BE SEEDED WITH PERM. SEED PER EROSION CONTROL PLANS AND/OR NOTES.
14.THE CONTRACTOR SHALL PREPARE ALL SEEDED OR SODDED AREAS TO ASSURE THAT THE
SUBGRADE HAS BEEN RAKED AND ROLLED TO ACCEPT THE SOD/SEED. FINE GRADE AS NEEDED.
LANDSCAPE CONTRACTOR TO COORDINATE ROUGH GRADE SCHEDULE WITH GENERAL
CONTRACTOR AND NOTIFY OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN
GRADE OR TIMELINE. ALL SOD/SEED AREAS MUST BE IRRIGATED OR HAND WATERED. ALL SOD
SHALL BE PLACED WITH STAGGERED JOINTS AND NO GAPS BETWEEN SOD JOINTS. SOD SHOULD
BE ROLLED AFTER INSTALLATION. ALL SEEDED AND/OR SODDED AREAS SHOULD PROVIDE A
SMOOTH SURFACE FREE OF DIPS AND UNLEVELED GROUND.
15.LANDSCAPE CONTRACTOR TO VERIFY OWNER'S SEED OR SOD PREFERENCE PRIOR TO THE
CONTRACTOR ORDERING OR INSTALLING TURF GRASS.
16.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH
SIGHT DISTANCE AT INTERSECTIONS FROM 30" TO 10'. LIMB TREES OR TRIM EXISTING
VEGETATION AS NEEDED WITHIN THE 10' X 70' SIGHT DISTANCE TRIANGLE.
17.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH
SIGHT DISTANCE AT INTERSECTIONS FROM 30" TO 10'. LIMB TREES OR TRIM EXISTING
VEGETATION AS NEEDED WITHIN THE 10' X 70' SIGHT DISTANCE TRIANGLE.
18.CONTRACTOR IS RESPONSIBLE FOR REMOVING TRASH, DEBRIS AND EXCESS MATERIALS FROM
THE JOB SITE ONCE THE PROJECT IS COMPLETE. SECURING ANY MATERIALS LEFT ON SITE
DURING THE COURSE OF THE PROJECT IS THE CONTRACTOR'S RESPONSIBILITY.
19.THE CONTRACTOR SHALL REPLACE DEAD AND/OR UNHEALTHY PLANT MATERIAL FOR A PERIOD
OF 12 MONTHS OF ACCEPTANCE OF THE INSTALLED MATERIAL FROM THE OWNER OR OWNER'S
REPRESENTATIVE. CONTRACTOR SHALL REPLACE PLANTS WITHIN 1 MONTH OF NOTIFICATION
OF THE NEED FOR PLANT REPLACEMENT.
20.NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE
PLANS AND SITE CONDITIONS PRIOR TO ORDERING MATERIALS, PERFORMING WORK, OR
INSTALLING MATERIALS.
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N H. EN G E B R E T S ON02/24/23