2023-03-01_UHAUL MARKET ST Drawing SetRE-
U
S
E
ARE
A
MOP/COM
M
RM
ELEV.MACH
I
N
E
ROO
M
ADARR
RIS
E
R
RO
O
M
ADARR
RIS
E
R
RO
O
M
RE-USEAREA
MOP/COMMRM
ELEV.MACHINEROOM
ADARR
RISERROOM
ADARRRISERROOM
SCALE: NOT TO SCALEVICINITY MAP4
UHAUL MARKET ST
7710 MARKET ST. NEW HANOVER COUNTY, NC
SCALE: 1"=200'LOCATION MAP2 SHEET INDEX1PROJECT INFORMATION3
UH
A
U
L
M
A
R
K
E
T
S
T
NAME:
UHAUL MARKET ST
OWNER: AMERCO REAL ESTATE COMPANY
2727 N. CENTRAL AVE. SUITE 500
PHOENIX, AZ. 85004
MARCUS EZELL
PHONE: 602.263.6555
ENGINEER: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
PHONE: 910.343.1048
DREW HATCHER, PE
DHATCHER@MCKIMCREED.COM
LANDSCAPE ARCHITECT: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
PHONE: 910.343.1048
AMANDA MACLEOD, PLA
AMACLEOD@MCKIMCREED.COM
SURVEYOR: MCKIM & CREED, INC
243 N. FRONT ST.
WILMINGTON, NC 28401
PHONE: 910.343.1048
SITE PLAN APPLICATION SET
03/01/2023
03
/
0
1
/
2
0
2
3
MAR
K
E
T
S
T
PROJECT SITE
ALEXANDER RD
BAYSHORE DR
MARSH OAKS DR
MAR
K
E
T
S
T
R
E
E
T
AL
E
X
A
N
D
E
R
R
D
05
4
0
5
-
0
0
1
7
SHEET LIST TABLE
SHEET NUMBER SHEET TITLE
C1.0 COVER
C2.0 EXISTING CONDITIONS - OVERALL
C3.0 SITE PLAN - OVERALL
C7.0 GRADING & DRAINAGE PLAN - OVERALL
C8.0 UTILITY PLAN - OVERALL
C10.0 LANDSCAPE PLAN - OVERALL
C17.0 LANDSCAPE DETAILS
2429533.95CI
2429634.01CI
RCP 96"
RCP 18"
INV:22.91'
INV:22.42'
CI
RIM:33.95'
INV(SE):26.05'
INV(NE):28.06'
CI
RIM:34.01'
INV:25.44'
INV:18.03'
SSMH
RIM:32.65'
CI
RIM:30.51'
INV(E):28.22'
INV(W):25.50'
15" CPP INV:27.89'24" CPP END
NOT LOCATED
36
5
8
17
10
15
30 14 912
13
11 13 14
1010
10
8
892810
9
9
13
14 18
1010 9
8
1813
1512
23
10
12 1016
11
12
12
11
9
7
18
20 17
15
15 11
18
6
12
13
9
18 11
10
23
13 10 9
9
13
13 13 18241011
9
9
9
8
8
16
1321
88 15
14
16
15
15
169
19
16
8
13
4
13
5
8 6 10
1046
23
1265
4
5556
9
78
24 74612
4
9
24
34
8
147
26
9
9
13617
67
1010
4
18
10547
1312
13
9
9
13
13
13
5
10
9
SSMH
RIM:14.11'
BUILDING
FFE = 31.65'
BUILDING
BUI
L
D
I
N
G
FFE
=
3
3
.
5
7
'
BUILDING
FFE = 29.27'
DI
RIM:30.92'
PA
V
E
M
E
N
T
PA
V
E
M
E
N
T
CONCRETE
PAD
WOOD RAMP
GR
A
V
E
L
MAR
K
E
T
S
T
R
E
E
T
(RI
G
H
T
O
F
W
A
Y
V
A
R
I
E
S
)
APPROX. LOCATION FOR
TEMPORARY CONSTRUCTION
EASEMENT
APPROX. LOCATION FOR
PERMANENT UTILITY
EASEMENT
APPROX. LOCATION FOR
TEMPORARY CONSTRUCTION EASEMENT
CONCRETE
PAD
GATE
KEY PAD
METAL PLATE
RIM:33.37'
INV NE 30.42'
INV SW 30.48'
INV 30.26'
RCP
1
5
"
RCP
1
5
"
Mu
Kr
Le
PROJECT PROPERTY BOUNDARY
PROJECT PROPERTY BOUNDARY
FENCE
RIGHT OF WAY
FENCE
AMERCO REAL ESTATE
COMPANY
PARCEL PID #: R03600-005-035-000
DEED BOOK 6410, PAGE 2030
ZONING: B-2
LAND USE: COMMERCIAL
N/F
LOST TREE LLC
PARCEL PID #: R03600-005-037-003
DEED BOOK 2889, PAGE 1354
ZONING:B-2
LAND USE: COMMERCIAL
N/F
7650 MARKET STREET LLC
PARCEL PID #: R03600-005-037-000
DEED BOOK 2889, PAGE 1354
ZONING:B-2
LAND USE: COMMERCIAL
N/F
JACKSON INVESTMENTS
PARCEL PID #: R03600-005-037-004
DEED BOOK 6171, PAGE 2896
ZONING:B-2
LAND USE: COMMERCIAL N/F
THOMAS RAY ALLEN
PARCEL PID #: R03600-005-036-000
DEED BOOK 1455, PAGE 1183
ZONING:B-2
LAND USE: COMMERCIAL
N/F
OGDEN 12 PROPERTIES LLC
PARCEL PID #: R03600-005-272-000
DEED BOOK 3952, PAGE 333
ZONING:B-2
LAND USE: COMMERCIAL
N/F
GRE JV WILMINGTON LLC
PARCEL PID #: R03600-005-270-000
DEED BOOK 5958, PAGE 1890
MAP BOOK 47, PAGE 42
ZONING:R-10
LAND USE: APARTMENT
N/F
JIMMYDOT LLC
PARCEL PID #: R03600-005-031-000
DEED BOOK 6482, PAGE 353
ZONING:B-2
LAND USE: COMMERCIAL
BUILDING TO BE DEMOLISHED
BUILDING TO BE DEMOLISHED
ACCESS EASEMENT
SOIL TRANSITION LINE
EXISTING SS MANHOLE
SCALE: 1:50EXISTING CONDITIONS2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
WILMINGTON, NORTH CAROLINA 28401
FAX: (910) 251-8282
NC License # C-0342
243 NORTH FRONT STREET
TELE: (910) 343-1048
I:\05405\0017\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C2.0 - EXISTING CONDITION - OVERALL.DWG ---- 03/01/2023 15:11:34
DRAWING NUMBER
REVISION
LEGEND3
UHAUL MARKET ST 05405-0017
----
HKA/ALM
HKA/ALM
RMC
RMC
N/A
N/A
03/01/2023
C2.0
EXISTING CONDITIONS - OVERALL
SITE PLAN APPLICATION SET
7710 MARKET ST. NEW HANOVER COUNTY, NC
PRE
L
M
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Y
-
N
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F
O
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CON
S
T
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C
T
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0
SCALE: 1"=50' (Horiz.)
100'50'50'
PROJECT LIMITS
CONTOUR LINE
COMPUTED PROPERTY LINE OR EASEMENT
E.I. - EXISTING IRON
L/P - LIGHT POLE
P/P - POWER POLE
LEGEND
DITCH CENTER FLOW LINE
STORM DRAIN LINE
WATER LINE
OVER HEAD POWER LINE
SYMBOLS LEGEND
CEDAR
CHERRY
CRAPE
DOGWOOD
BEECH
GUM
HOLLY
OAK
MAGNOLIA
MAPLE
MIMOSA
PECAN
PINE
POPLAR
SYCAMORE
MISC HARDWOOD
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=REBAR & CAPRBC
12
.
3
=
=
ELEVATION
GROUND SHOT ELEVATION
=CONCRETE
=ASPHALT PAVEMENT
=INVERTINV.
EL.
=CORRUGATED METAL PIPECMP
=LANDSCAPE AREALSA
=DUCTILE IRON PIPEDIP
=REINFORCED CONCRETE PIPERCP
=IRON PIPE FOUNDIPF
=RIGHT OF WAYR/W
=PAGE
=DEED BOOK
=NOW/FORMERLYN/F
PG
DB
=SPRINKLER
=CONCRETE MONUMENT FOUND
=
=
=
=
LIGHT POLE
POWER POLE
TELEPHONE PEDESTAL
FIRE HYDRANT
=SIGN
=GUY WIRE
=WATER VALVE
=CLEANOUT
=WATER METER
=GAS VALVE
=SANITARY SEWER MANHOLE
=YARD INLET
=ELECTRIC HANDHOLE
=STORM DRAIN MANHOLE
=CURB INLET
=SANITARY SEWER VALVE
=YARD LIGHT
=TELEPHONE MANHOLE
=MAILBOX
=
=
=
=
LIGHT POLE
POWER POLE
TELEPHONE PEDESTAL
FIRE HYDRANT
=SIGN
=GUY WIRE
=WATER VALVE
=CLEANOUT
=WATER METER
=GAS VALVE
=SANITARY SEWER MANHOLE
=YARD INLET
=ELECTRIC HANDHOLE
=STORM DRAIN MANHOLE
=CURB INLET
=SANITARY SEWER VALVE
=YARD LIGHT
=TELEPHONE MANHOLE
=MAILBOX
SITE DATA
PROJECT NAME UHAUL
PROJECT ADDRESS 7706 & 7710 MARKET ST
PARCEL ID R03600-005-035-000
PROPERTY OWNER AMERCO REAL ESTATE
COMPANY
DATE OF TOPOGRAPHIC DATA 12/12/2022
ZONING B-2
TOTAL PROPERTY ACREAGE ±6.43
EXISTING BUILT UPON AREA 19%
FLOOD PLAIN
ZONE X - PANEL 3159
AREA DETERMINED TO BE
OUTSIDE OF THE 0.2% ANNUAL
CHANCE FLOODPLAIN
HISTORICAL AND ARCHEOLOGICAL
SITES NONE PRESENT
WETLANDS NONE PRESENT
NON-WETLAND WATERS OF THE US SEE PLAN
VEGETATIVE SETBACK NOT REQUIRED
SOILS:
1.LEON SAND (Le) (SOILS GROUP D)
2.MURVILLE FINE SAND (Mu) (SOILS GROUP D)
3.KUREB SAND (Le) (SOILS GROUP D)
NOTES:
1.ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY FEET UNLESS
OTHERWISE SHOWN
2.BEARINGS BASED ON NC GRID NAD 83/2011, VERTICAL DATUM IS NAVD88
2429533.95CI
2429634.01CI
RCP 96"
RCP 18"
36
5
8
17
10
15
30 14 912
13
11 13 14
1010
10
8
892810
9
9
13
14 18
1010 9
8
1813
1512
23
10
12 1016
11
12
12
11
9
7
18
20 17
15
15 11
18
6
12
13
9
18 11
10
23
13 10 9
9
13
13 13 18241011
9
9
9
8
8
16
1321
88 15
14
16
15
15
169
19
16
8
13
4
13
5
8 6 10
1046
23
1265
4
5556
9
78
24 74612
4
9
24
34
8
147
26
9
9
13617
67
1010
4
18
10547
1312
13
9
9
13
13
13
5
10
9
N/F
PARCEL PID #: R03600-005-270-000
GRE JV WILMINGTON LLC
DEED BOOK 5958, PAGE 1890
MAP BOOK 47, PAGE 42
N/F
PARCEL PID #: R03600-005-031-000
JIMMYDOT LLC
DEED BOOK 6482, PAGE 353
N/F
PARCEL PID #: R03600-005-036-000
THOMAS RAY ALLEN
DEED BOOK 1455, PAGE 1183
N/F
PAR
C
E
L
P
I
D
#
:
R
0
3
6
0
0
-
0
0
5
-
2
7
2
-
0
0
0
OGD
E
N
1
2
P
R
O
P
E
R
T
I
E
S
L
L
C
DEE
D
B
O
O
K
3
9
5
2
,
P
A
G
E
3
3
3
N/F
PARCEL PID #: R03600-005-037-004
JACKSON INVESTMENTS
DEED BOOK 6171, PAGE 2896
N/F
PARCEL PID #: R03600-005-037-003
LOST TREE LLC
DEED BOOK 2889, PAGE 1354
N/F
PARCEL PID #: R03600-005-037-003
LOST TREE LLC
DEED BOOK 2889, PAGE 1354
MAR
K
E
T
S
T
R
E
E
T
(RI
G
H
T
O
F
W
A
Y
V
A
R
I
E
S
)
RCP
1
5
"
RCP
1
5
"
M
M
A
D
A
R
R
RI
S
E
R
R
O
O
M
PROJECT BOUNDARY
PROJECT BOUNDARY
9.
0
0
'
(
T
Y
P
)
20
.
0
0
'
(
T
Y
P
)
9.00' (TYP)
BLDG. 'C'
1-STORY BUILDING
10,559± G.S.F.
BLDG. HT.: 50'-0"±
STORMWATER POND
16
7
.
6
2
'
60
.
2
1
'
33
.
7
8
'
69
.
4
6
'
20
.
0
0
'
(
T
Y
P
)
29
.
6
6
'
1
1
7
.
3
3
'
89.
0
0
'
21.
8
5
'
BLDG. 'A'
1-STORY
SHEET METAL &
BLOCK BUILDING
7,655 SQ. FT.
(FOOTPRINT)
BLDG. HT.: 20.5'
BLDG. 'B'
PROP.
4-STORY BUILDING
27,248± SQ. FT. (FOOTPRINT)
108,992± S.F. TOTAL
BLDG. HT.: 50'-0"±
PROJECT BOUNDARY SETBACK
PROJECT BOUNDARY SETBACK
20
.
0
0
'
20
.
0
0
'
2
5
.
0
0
'
2
0
.
0
0
'
30
.
0
0
'
PROJECT BOUNDARY SETBACK
20.
0
0
'
40.
0
0
'
40.
0
0
'
20
8
.
0
0
'
13
1
.
0
0
'
10' X 10' STORAGE CONTAINER
50' PARKING SETBACK
38.
1
8
'
63.
2
5
'
21
.
6
6
'
29
.
0
0
'
40
.
7
9
'
SCALE: 1:50SITE PLAN2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
WILMINGTON, NORTH CAROLINA 28401
FAX: (910) 251-8282
NC License # C-0342
243 NORTH FRONT STREET
TELE: (910) 343-1048
I:\05405\0017\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C3.0 - SITE PLAN - OVERALL.DWG ---- 03/01/2023 15:11:43
DRAWING NUMBER
REVISION
LEGEND3
UHAUL MARKET ST 05405-0017
----
HKA/ALM
HKA/ALM
RMC
RMC
N/A
N/A
03/01/2023
C3.0
SITE PLAN - OVERALL
SITE PLAN APPLICATION SET
7710 MARKET ST. NEW HANOVER COUNTY, NC
PRE
L
M
I
N
A
R
Y
-
N
O
T
F
O
R
CON
S
T
R
U
C
T
I
O
N
0
SCALE: 1"=50' (Horiz.)
100'50'50'
GENERAL NOTES:
1.A LANDSCAPING PLAN MEETING THE REQUIREMENTS OF NEW HANOVER COUNTY
ZONING ORDINANCES INDICATING THE LOCATION OF REQUIRED STREET TREES AND
ON-SITE PLANTINGS SHALL BE SUBMITTED TO THE ZONING ADMINISTRATOR FOR
APPROVAL PRIOR TO DEVELOPMENT APPROVAL.
2.BUFFER REQUIREMENT TO BE MET WITH UNDISTURBED EXISTING VEGETATION.
AFTER CLEARING HAS BEEN COMPLETED A MEETING WILL BE SCHEDULED WITH
PLANNING STAFF TO REVIEW EXISTING VEGETATION FOR COMPLIANCE WITH NEW
HANOVER COUNTY REGULATIONS.
3.ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH
CLEAR VISUAL SIGHT LINES.
4.ANY REQUIRED INSTALLATION OR RELOCATION OF TRAFFIC SIGN/PAVEMENT
MARKINGS IS THE RESPONSIBILITY OF THE PROJECT DEVELOPER. PLEASE
COORDINATE WITH NEW HANOVER COUNTY AND THE NCDOT PRIOR TO
INSTALLATION/RELOCATION OF ANY TRAFFIC SIGNS OR MARKINGS WITHIN ANY
PUBLIC RIGHT OF WAY.
5.CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL
COORDINATE WITH UTILITY OWNER DURING CONSTRUCTION TO PREVENT UTILITY
DISRUPTIONS AND DAMAGE. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER
AND STOP WORK IF ANY UTILITIES ARE DISCOVERED IN CONFLICT WITH THE
PROPOSED PLAN.
6.ALL DOORS SHALL BE ADA ACCESSIBLE.
7.LIGHTING DESIGN ON THIS PLAN IS CONCEPTUAL IN NATURE. FINAL LIGHTING
DESIGN TO BE PROVIDED BY ELECTRICAL ENGINEER.
LIGHTING NOTES:
1.ALL OUTDOOR LIGHTING SHALL BE SHIELDED TO PREVENT GLARE FROM
TRESPASSING ONTO ADJACENT PROPERTIES, ADJACENT STREETS, OR OTHERWISE
CREATE A NUISANCE OR SAFETY HAZARD.
2.ALL OUTDOOR LIGHTING SHALL BE DOWNWARD FACING, AND/OR ARRANGED OR
SHIELDED AS TO:
·AVOID CASTING LIGHT UPON ADJACENT PROPERTIES AND STREETS
·AVOID CASTING LIGHT INTO THE RIGHT-OF-WAY CREATING A HAZARD FOR
MOTOR VEHICLES AND/OR PEDESTRIANS.
LEGEND
SIDEWALK
ASPHALT
OPEN SPACE
SITE INFORMATION
PARCEL AREA:6.43 ACRES
SITE ADDRESS:7706, 7710 MARKET ST
TOTAL NUMBER OF BUILDINGS:(3) COMMERCIAL
FLOOD PLAIN:
ZONE X - PANEL 3159
AREA DETERMINED TO BE OUTSIDE
OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN
PHASING:1 PHASE
BUILDING AREA:127,206 SF GFA
BUILDING HEIGHT:SEE PLAN
NUMBER OF STORIES SEE PLAN
IMPERVIOUS AREA:155,050 SF
BUILT UPON AREA:55% (3.53 AC)
PARCEL IDENTIFICATION NUMBER:R03600-005-035-000 - 6.43 AC
ZONING:B-2 COMMERCIAL
SETBACKS:REQUIRED PROVIDED
FRONT 25'SEE PLANS
REAR 20'SEE PLANS
SIDE 20'SEE PLANS
OPEN SPACE:REQUIRED PROVIDED
-2.89 ACRES
PARKING:-19
TRIP GENERATION (PEAK):SATURDAY 31
2429533.95CI
2429634.01CI
RCP 96"
RCP 18"
36
5
8
17
10
15
14 9
14
10
8
892810
9
9
13
14 18
1010 9
8
1813
1512
23
10
12 1016
11
12
12
11
9
7
18
20 17
15
15 11
18
6
12
13
9
18 11
10
23
13 10 9
9
13
13 13 18241011
9
9
9
8
8
16
1321
88 15
14
16
15
15
169
19
16
8
13
4
13
5
8 6 10
1046
23
1265
4
5556
9
78
24 74612
4
9
24
34
8
147
26
9
9
13617
67
1010
4
18
10547
1312
13
9
9
13
13
13
5
10
9
N/F
PARCEL PID #: R03600-005-270-000
GRE JV WILMINGTON LLC
DEED BOOK 5958, PAGE 1890
MAP BOOK 47, PAGE 42
N/F
PARCEL PID #: R03600-005-031-000
JIMMYDOT LLC
DEED BOOK 6482, PAGE 353
N/F
PARCEL PID #: R03600-005-036-000
THOMAS RAY ALLEN
DEED BOOK 1455, PAGE 1183
N/F
PAR
C
E
L
P
I
D
#
:
R
0
3
6
0
0
-
0
0
5
-
2
7
2
-
0
0
0
OGD
E
N
1
2
P
R
O
P
E
R
T
I
E
S
L
L
C
DEE
D
B
O
O
K
3
9
5
2
,
P
A
G
E
3
3
3
N/F
PARCEL PID #: R03600-005-037-004
JACKSON INVESTMENTS
DEED BOOK 6171, PAGE 2896
N/F
PARCEL PID #: R03600-005-037-003
LOST TREE LLC
DEED BOOK 2889, PAGE 1354
N/F
PARCEL PID #: R03600-005-037-003
LOST TREE LLC
DEED BOOK 2889, PAGE 1354
MAR
K
E
T
S
T
R
E
E
T
(RI
G
H
T
O
F
W
A
Y
V
A
R
I
E
S
)
RCP
1
5
"
RCP
1
5
"
2429533.95CI
2429634.01CI
RCP 96"
RCP 18"
36
5
8
17
10
15
14 9
14
10
8
892810
9
9
13
14 18
1010 9
8
1813
1512
23
10
12 1016
11
12
12
11
9
7
18
20 17
15
15 11
18
6
12
13
9
18 11
10
23
13 10 9
9
13
13 13 18241011
9
9
9
8
8
16
1321
88 15
14
16
15
15
169
19
16
8
13
4
13
5
8 6 10
1046
23
1265
4
5556
9
78
24 74612
4
9
24
34
8
147
26
9
9
13617
67
1010
4
18
10547
1312
13
9
9
13
13
13
5
10
9
N/F
PARCEL PID #: R03600-005-270-000
GRE JV WILMINGTON LLC
DEED BOOK 5958, PAGE 1890
MAP BOOK 47, PAGE 42
N/F
PARCEL PID #: R03600-005-031-000
JIMMYDOT LLC
DEED BOOK 6482, PAGE 353
N/F
PARCEL PID #: R03600-005-036-000
THOMAS RAY ALLEN
DEED BOOK 1455, PAGE 1183
N/F
PAR
C
E
L
P
I
D
#
:
R
0
3
6
0
0
-
0
0
5
-
2
7
2
-
0
0
0
OGD
E
N
1
2
P
R
O
P
E
R
T
I
E
S
L
L
C
DEE
D
B
O
O
K
3
9
5
2
,
P
A
G
E
3
3
3
N/F
PARCEL PID #: R03600-005-037-004
JACKSON INVESTMENTS
DEED BOOK 6171, PAGE 2896
N/F
PARCEL PID #: R03600-005-037-003
LOST TREE LLC
DEED BOOK 2889, PAGE 1354
N/F
PARCEL PID #: R03600-005-037-003
LOST TREE LLC
DEED BOOK 2889, PAGE 1354
MAR
K
E
T
S
T
R
E
E
T
(RI
G
H
T
O
F
W
A
Y
V
A
R
I
E
S
)
RCP
1
5
"
RCP
1
5
"
RE
-
U
S
E
AR
E
A
M
O
P
/
CO
M
M
RM
EL
E
V
.
MA
C
H
I
N
E
RO
O
M
AD
A
RR
RI
S
E
R
R
O
O
M
M
M
A
D
A
R
R
RI
S
E
R
R
O
O
M
STORMWATER
POND
BUILDING C
BUILDING A
BUILDING B
STORMWATER OUTLET (TYP.)
STORMWATER PIPE NETWORK (TYP.)
STORMWATER OUTLET STRUCTURE (TYP.)
STORMWATER DROP INLET (TYP.)
STORMWATER CURB INLET (TYP.)
STORMWATER CURB INLET (TYP.)
STORMWATER DROP INLET (TYP.)
SCALE: 1:50GRADING AND DRAINAGE2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
WILMINGTON, NORTH CAROLINA 28401
FAX: (910) 251-8282
NC License # C-0342
243 NORTH FRONT STREET
TELE: (910) 343-1048
I:\05405\0017\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C7.0 - GRADING & DRAINAGE PLAN - OVERALL.DWG ---- 03/01/2023 15:11:58
DRAWING NUMBER
REVISION
LEGEND3
UHAUL MARKET ST 05405-0017
----
HKA/ALM
HKA/ALM
RMC
RMC
N/A
N/A
03/01/2023
C7.0
GRADING & DRAINAGE PLAN - OVERALL
SITE PLAN APPLICATION SET
7710 MARKET ST. NEW HANOVER COUNTY, NC
PRE
L
M
I
N
A
R
Y
-
N
O
T
F
O
R
CON
S
T
R
U
C
T
I
O
N
0
SCALE: 1"=50' (Horiz.)
100'50'50'
GENERAL NOTES:
·PLAN IS PRELIMINARY, SUBJECT TO CHANGE WITHOUT NOTICE AND
NOT FOR CONSTRUCTION
·SURVEY BASED ON FILES RECEIVED FROM HANOVER DESIGN ON
09/21/2022
·PRELIMINARY WETLANDS SHOWN BASED ON LINEWORK RECEIVED
FROM ECS ON 09/22/2022
LEGEND
STORM DRAIN LINE
STORM DRAIN CURB INLET (CI)
FLARED END SECTION (FES)
STORM DRAIN DROP INLET (DI)
PROJECT LIMITS
EXISTING MINOR CONTOUR LINE
EXISTING MAJOR CONTOUR LINE
PROPOSED CONTOUR LINE
2429533.95CI
2429634.01CI
RCP 96"
RCP 18"
36
5
8
17
10
15
14 9
14
10
8
892810
9
9
13
14 18
1010 9
8
1813
1512
23
10
12 1016
11
12
12
11
9
7
18
20 17
15
15 11
18
6
12
13
9
18 11
10
23
13 10 9
9
13
13 13 18241011
9
9
9
8
8
16
1321
88 15
14
16
15
15
169
19
16
8
13
4
13
5
8 6 10
1046
23
1265
4
5556
9
78
24 74612
4
9
24
34
8
147
26
9
9
13617
67
1010
4
18
10547
1312
13
9
9
13
13
13
5
10
9
N/F
PARCEL PID #: R03600-005-270-000
GRE JV WILMINGTON LLC
DEED BOOK 5958, PAGE 1890
MAP BOOK 47, PAGE 42
N/F
PARCEL PID #: R03600-005-031-000
JIMMYDOT LLC
DEED BOOK 6482, PAGE 353
N/F
PARCEL PID #: R03600-005-036-000
THOMAS RAY ALLEN
DEED BOOK 1455, PAGE 1183
N/F
PAR
C
E
L
P
I
D
#
:
R
0
3
6
0
0
-
0
0
5
-
2
7
2
-
0
0
0
OGD
E
N
1
2
P
R
O
P
E
R
T
I
E
S
L
L
C
DEE
D
B
O
O
K
3
9
5
2
,
P
A
G
E
3
3
3
N/F
PARCEL PID #: R03600-005-037-004
JACKSON INVESTMENTS
DEED BOOK 6171, PAGE 2896
N/F
PARCEL PID #: R03600-005-037-003
LOST TREE LLC
DEED BOOK 2889, PAGE 1354
N/F
PARCEL PID #: R03600-005-037-003
LOST TREE LLC
DEED BOOK 2889, PAGE 1354
MAR
K
E
T
S
T
R
E
E
T
(RI
G
H
T
O
F
W
A
Y
V
A
R
I
E
S
)
RCP
1
5
"
RCP
1
5
"
RE
F
U
S
E
RE
-
U
S
E
AR
E
A
M
O
P
/
CO
M
M
RM
EL
E
V
.
MA
C
H
I
N
E
RO
O
M
AD
A
RR
RI
S
E
R
R
O
O
M
M
M
SH
O
W
R
O
O
M
2,2
6
6
±
N
E
T
S
.
F
.
(2,8
5
4
±
G
R
O
S
S
S
.
F
.
)
D&
R
A
R
E
A
1,5
3
2
±
S
.
F
.
A
D
A
R
R
RI
S
E
R
R
O
O
M
6" C-900 PVC FIRE LINE
6" RPZ, 6" DOMESTIC
SUPPLY LINE
6" MASTER METER
1" DOMESTIC
SERVICE (TYP)
8" C-900 SANITARY
SEWER LINE (TYP.)
TIE INTO EXISTING MANHOLE
SSMH
RIM:14.11'
BUILDING C
BUILDING A
BUILDING B
FIRE HYDRANT
ASSEMBLY
8" WATER LINE TIE
INTO QUICK FOOD
MART 8" LINE
RIGHT OF WAY
1" DOMESTIC
WATER LINE
SCALE: 1:50UTILITY PLAN2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
WILMINGTON, NORTH CAROLINA 28401
FAX: (910) 251-8282
NC License # C-0342
243 NORTH FRONT STREET
TELE: (910) 343-1048
I:\05405\0017\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C8.0 - UTILITY PLAN - OVERALL.DWG ---- 03/01/2023 15:12:08
DRAWING NUMBER
REVISION
LEGEND3
UHAUL MARKET ST 05405-0017
----
HKA/ALM
HKA/ALM
RMC
RMC
N/A
N/A
03/01/2023
C8.0
UTILITY PLAN - OVERALL
SITE PLAN APPLICATION SET
7710 MARKET ST. NEW HANOVER COUNTY, NC
PRE
L
M
I
N
A
R
Y
-
N
O
T
F
O
R
CON
S
T
R
U
C
T
I
O
N
0
SCALE: 1"=50' (Horiz.)
100'50'50'
GENERAL UTILITY NOTES
1.ALL DISTANCES ARE GROUND HORIZONTAL.
2.WATER AND SANITARY SEWER TO BE SERVED BY CFPUA.
3.ELECTRIC, CABLE T.V., AND TELEPHONE SERVICE IS TO BE INSTALLED
UNDERGROUND.
4.UTILITIES IN THIS PROJECT SHALL BE A MIX OF PRIVATE AND PUBLIC AND ALL TO BE
CONSTRUCTED IN ACCORDANCE WITH CFPUA SPECIFICATIONS AND STANDARDS.
5.CONTRACTOR SHALL BE REQUIRED TO SET FINAL GRADES AT +/-6" OF FINAL GRADE
BEFORE REQUESTING SUBSTANTIAL COMPLETION.
6.WHEREVER SEWER OR WATER MAINS CROSS ONE ANOTHER, A MINIMUM VERTICAL
CLEARANCE OF 18" SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE WATER PIPE
AND THE TOP OF THE SEWER PIPE.
7.WHEREVER SEWER OR STORM CROSS ONE ANOTHER, A MINIMUM VERTICAL
CLEARANCE OF 24" SHALL BE PROVIDED BETWEEN THE BOTTOM OF STORM AND TOP
OF SEWER.
8.WHEREVER SEWER OR WATER MAINS RUN PARALLEL TO EACH OTHER, A MINIMUM
HORIZONTAL SEPARATION OF 10' SHALL BE PROVIDED, IF A 10' HORIZONTAL
SEPARATION CAN NOT BE MAINTAINED, A MINIMUM VERTICAL CLEARANCE OF 18"
SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE WATER MAIN AND THE TOP OF
THE SEWER MAIN. IF NEITHER OF THE CONDITIONS CAN BE MET, BOTH MAINS SHALL
BE CONSTRUCTED WITH CLASS 50 DIP. DIPS SHALL BE A MINIMUM OF 20 LF
CENTERED AT THE CROSSING. BOTH MAINS MUST BE CONSTRUCTED IN
ACCORDANCE WITH PUBLIC WATER SUPPLY STANDARDS AND TESTED TO 150 PSI TO
ASSURE A WATER TIGHT CONNECTION.
9.WHEREVER MINIMUM SEPARATIONS CANNOT BE ACHIEVE, STOP WORK AND
CONTACT THE OWNER AND PROJECT ENGINEER IMMEDIATELY.
10.CONTRACTOR SHALL CONTACT CFPUA TO SCHEDULE A INSPECTOR TO BE PRESENT
ON-SITE DURING CONNECTION INSTALLATION TO EITHER SYSTEM. THE
CONTRACTOR SHALL NOT MAKE ANY CONNECTION TO THE WATER OR SEWER
SYSTEM WITHOUT AN INSPECTOR PRESENT.
11.SITE ELECTRICAL AND SITE LIGHTING SHALL BE COORDINATED WITH DUKE ENERGY.
SANITARY SEWER NOTES
1.MANHOLE DIAMETERS:
1. MINIMUM DIAMETER FOUR (4) FEET.
2. INSIDE DROP MANHOLES: MINIMUM DIAMETER FIVE (5) FEET PER NCDEQ/DWQ
RULES.
2.MAXIMUM MANHOLE SPACING: (400) FEET STANDARD – OTHER SPACING AS
REQUESTED AND APPROVED BY CFPUA
3.ENGINEERING IN ACCORDANCE WITH NCDEQ/CFPUAREGULATIONS.
4.MINIMAL ANGLE BETWEEN SEWER MAINS INTERSECTING AT MANHOLE: (90) DEGREES
OR GREATER TO THE DOWNSTREAM
5.SIDE – VARIANCES ALLOWED BY APPROVAL OF CFPUA ENGINEERING.
6.MANHOLE TOP ELEVATIONS:
1. SHALL BE AT OR ABOVE FINISHED GRADE ELEVATION.
2. SET TO MATCH FINISHED PAVEMENT GRADE IF LOCATED IN PAVED AREAS.
7.ECCENTRIC MANHOLE CONES ON ALL MANHOLES WITH 24 INCH CLEAR OPENING ON
THE RING AND COVER.
8.USE WATER TIGHT RING AND COVERS IN FLOOD PLAN AREAS OR AREAS SUBJECT TO
FLOODING.
9.USE SHALLOW PRECAST MANHOLES WITH FLAT TOPS WHERE NECESSARY AND
APPROVED BY COUNTY ENGINEERING.
10.PROVIDE 0.1-FOOT ELEVATION FALL THROUGH ALL MANHOLES EXCEPT STRAIGHT
THROUGH MANHOLES.
11.CONCRETE MANHOLES SHALL BE COATED WITH COAL TAR EPOXY COATING MINIMUM
20 MILS THICK.
12.USE VENTED MANHOLES AS REQUIRED PER NCDEQ/DWQ REQUIREMENTS.
13.SANITARY SEWER MAINS ARE 8" C900 PVC.
14.ALL SANITARY SEWER MANHOLES WITH INVERT DIFFERENCES GREATER THAN 2.5'
SHALL BE DROP MANHOLES. GRAVITY SEWER SHALL BE INSTALLED PER COUNTY
STANDARD SPECIFICATIONS AND DETAILS.
15.FORCE MAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM TOP OF PIPE TO
FINISHED GRADE. AIR RELEASE VALVES SHALL BE PROVIDED AT ALL HIGH POINTS IN
A FORCE MAIN PIPELINE AND IN THE VALVE VAULT AT THE LIFT STATION. FORCE
MAIN SEWER SHALL BE INSTALLED PER SEBSD STANDARD SPECIFICATIONS AND
DETAILS.
WATER SYSTEM NOTES
1.WATER LINES SHALL BE C-900 WITH A MINIMUM DR-18 RATING.
2.VALVE LOCATIONS TO BE FIELD ADJUSTED TO AVOID PLACEMENT WITHIN HANDICAP
RAMPS.
3.DOMESTIC AND FIRE WATER SUPPLY APPURTENANCES ARE TO BE LOCATED
OUTSIDE OF FENCED IN YARD SPACES AND 1' CLEAR OF FENCE LINES.
4.ALL WATER MAINS AND SEWER MAINS SHALL HAVE A MIN. OF 3'-0" COVER AS
MEASURED FROM FINISHED GRADE AT THE LOCATION WHERE INSTALLED, UNLESS
FERROUS PIPE MATERIAL IS SPECIFIED. IF FERROUS MATERIAL IS SPECIFIED,
PROPER BEDDING SHALL BE PROVIDED WHERE SEWER MAINS ARE SUBJECT TO
TRAFFIC BEARING LOADS.
5.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 10' HORIZONTAL
SEPARATION FROM, OR 18" VERTICAL SEPARATION OVER SEWER MAINS IN A
SEPARATE TRENCH. WATER MAINS MAY BE INSTALLED IN THE SAME TRENCH AS
SEWER MAINS PROVIDED THAT THE WATER MAIN IS LOCATED ON ONE SIDE ON A
BENCH OF UNDISTURBED EARTH AND THE ELEVATION OF THE BOTTOM OF THE
WATER MAIN IS AT LEAST 18" ABOVE THE TOP OF THE SEWER MAIN. WATER MAINS
SHALL BE INSTALLED PER COUNTY MANUAL OF STANDARDS, SPECIFICATIONS AND
DETAILS.
6.FIRE AND DOMESTIC SERVICE LINES TO BE COORDINATED WITH MEP.
7.WATER DOMESTIC AND FIRE SERVICES SHOWN INTO BUILDINGS SHALL BE FIELD
LOCATED BY OTHERS AND COORDINATED WITH MEP DRAWINGS.
8.A 20' WIDE PUBLIC UTILITY EASEMENT SHALL BE DEDICATED OVER THE PUBLIC
WATER MAIN AND ALL FIRE HYDRANTS AND APPURTENANCES.
STORM DRAIN LINE
STORM DRAIN CURB INLET (CI)
SANITARY SEWER
SANITARY SEWER MANHOLE
FLARED END SECTION (FES)
STORM DRAIN DROP INLET (DI)
LEGEND
2429533.95CI
2429634.01CI
RCP 96"
RCP 18"
INV:22.91'
INV:22.42'
CI
RIM:33.95'
INV(SE):26.05'
INV(NE):28.06'
CI
RIM:34.01'
INV:25.44'
INV:18.03'
SSMH
RIM:32.65'
CI
RIM:30.51'
INV(E):28.22'
INV(W):25.50'
15" CPP INV:27.89'24" CPP END
NOT LOCATED
36
5
8
17
10
15
14 9
14
10
8
892810
9
9
13
14 18
1010 9
8
1813
1512
23
10
12 1016
11
12
12
11
9
7
18
20 17
15
15 11
18
6
12
13
9
18 11
10
23
13 10 9
9
13
13 13 18241011
9
9
9
8
8
16
1321
88 15
14
16
15
15
169
19
16
8
13
4
13
5
8 6 10
1046
23
1265
4
5556
9
78
24 74612
4
9
24
34
8
147
26
9
9
13617
67
1010
4
18
10547
1312
13
9
9
13
13
13
5
10
9
SSMH
RIM:14.11'
N/F
PARCEL PID #: R03600-005-270-000
GRE JV WILMINGTON LLC
DEED BOOK 5958, PAGE 1890
MAP BOOK 47, PAGE 42
N/F
PARCEL PID #: R03600-005-031-000
JIMMYDOT LLC
DEED BOOK 6482, PAGE 353
N/F
PARCEL PID #: R03600-005-036-000
THOMAS RAY ALLEN
DEED BOOK 1455, PAGE 1183
N/F
PAR
C
E
L
P
I
D
#
:
R
0
3
6
0
0
-
0
0
5
-
2
7
2
-
0
0
0
OGD
E
N
1
2
P
R
O
P
E
R
T
I
E
S
L
L
C
DEE
D
B
O
O
K
3
9
5
2
,
P
A
G
E
3
3
3
N/F
PARCEL PID #: R03600-005-037-004
JACKSON INVESTMENTS
DEED BOOK 6171, PAGE 2896
N/F
PARCEL PID #: R03600-005-037-003
LOST TREE LLC
DEED BOOK 2889, PAGE 1354
N/F
PARCEL PID #: R03600-005-037-003
LOST TREE LLC
DEED BOOK 2889, PAGE 1354
MAR
K
E
T
S
T
R
E
E
T
(RI
G
H
T
O
F
W
A
Y
V
A
R
I
E
S
)
FOUND 2"
PIPE
FOUND
1.5" PIPE
FOUND
1" PIPE
IRF
IRF
FOUND 1.5"
PIPE
FOUND 1"
PIPE
FOUND 1.25"
PIPE
FOUND 1"
PIPE
SET 5/8" REBAR
N:196,827.36
E:2,360,485.70
NC GRID NAD 83(2011)
FOUND
1" PIPE
METAL PLATE
RIM:33.37'
INV NE 30.42'
INV SW 30.48'
INV 30.26'
RCP
1
5
"
RCP
1
5
"
FOUND
1"X1" ANGLE
2429533.95CI
2429634.01CI
RCP 96"
RCP 18"
INV:22.91'
INV:22.42'
CI
RIM:33.95'
INV(SE):26.05'
INV(NE):28.06'
CI
RIM:34.01'
INV:25.44'
INV:18.03'
SSMH
RIM:32.65'
CI
RIM:30.51'
INV(E):28.22'
INV(W):25.50'
15" CPP INV:27.89'24" CPP END
NOT LOCATED
36
5
8
17
10
15
14 9
14
10
8
892810
9
9
13
14 18
1010 9
8
1813
1512
23
10
12 1016
11
12
12
11
9
7
18
20 17
15
15 11
18
6
12
13
9
18 11
10
23
13 10 9
9
13
13 13 18241011
9
9
9
8
8
16
1321
88 15
14
16
15
15
169
19
16
8
13
4
13
5
8 6 10
1046
23
1265
4
5556
9
78
24 74612
4
9
24
34
8
147
26
9
9
13617
67
1010
4
18
10547
1312
13
9
9
13
13
13
5
10
9
SSMH
RIM:14.11'
N/F
PARCEL PID #: R03600-005-270-000
GRE JV WILMINGTON LLC
DEED BOOK 5958, PAGE 1890
MAP BOOK 47, PAGE 42
N/F
PARCEL PID #: R03600-005-031-000
JIMMYDOT LLC
DEED BOOK 6482, PAGE 353
N/F
PARCEL PID #: R03600-005-036-000
THOMAS RAY ALLEN
DEED BOOK 1455, PAGE 1183
N/F
PAR
C
E
L
P
I
D
#
:
R
0
3
6
0
0
-
0
0
5
-
2
7
2
-
0
0
0
OGD
E
N
1
2
P
R
O
P
E
R
T
I
E
S
L
L
C
DEE
D
B
O
O
K
3
9
5
2
,
P
A
G
E
3
3
3
N/F
PARCEL PID #: R03600-005-037-004
JACKSON INVESTMENTS
DEED BOOK 6171, PAGE 2896
N/F
PARCEL PID #: R03600-005-037-003
LOST TREE LLC
DEED BOOK 2889, PAGE 1354
N/F
PARCEL PID #: R03600-005-037-003
LOST TREE LLC
DEED BOOK 2889, PAGE 1354
MAR
K
E
T
S
T
R
E
E
T
(RI
G
H
T
O
F
W
A
Y
V
A
R
I
E
S
)
FOUND 2"
PIPE
FOUND
1.5" PIPE
FOUND
1" PIPE
IRF
IRF
FOUND 1.5"
PIPE
FOUND 1"
PIPE
FOUND 1.25"
PIPE
FOUND 1"
PIPE
SET 5/8" REBAR
N:196,827.36
E:2,360,485.70
NC GRID NAD 83(2011)
FOUND
1" PIPE
METAL PLATE
RIM:33.37'
INV NE 30.42'
INV SW 30.48'
INV 30.26'
RCP
1
5
"
RCP
1
5
"
FOUND
1"X1" ANGLE
RE
F
U
S
E
RE
-
U
S
E
AR
E
A
M
O
P
/
CO
M
M
RM
EL
E
V
.
MA
C
H
I
N
E
RO
O
M
AD
A
RR
RI
S
E
R
R
O
O
M
UP
M
M
A
D
A
R
R
RI
S
E
R
R
O
O
M
BUILDING C
BUILDING A
(EXISTING)
BUILDING B
1
2
.
5
0
'
3
7
.
5
0
'
VEGETATIVE SHELF PLANTING,
SEE DETAIL 1 / C17.0. ACTUAL
VEGETATED SHELF ELEVATION TO
BE DETERMINED.
MINIMUM STREETYARD
MAXIMUM STREETYARD
EXISTING
VEGETATION /
TREES TO REMAIN
SHOVEL CUT TURF
EDGE
EXISTING
VEGETATION /
TREES TO REMAIN
CANOPY BOTANICAL / COMMON NAME
MAGNOLIA GRANDIFLORA `BRACKENS BROWN BEAUTY`
BRACKEN`S SOUTHERN MAGNOLIA
QUERCUS PHELLOS
WILLOW OAK
UNDERSTORY BOTANICAL / COMMON NAME
LAGERSTROEMIA X `TUSCARORA`
CRAPE MYRTLE CORAL PINK
SHRUBS BOTANICAL / COMMON NAME
ILEX GLABRA `SHAMROCK`
INKBERRY
MUHLENBERGIA CAPILLARIS
MUHLY GRASS
SHRUB SCHEDULE
GROUND COVERS BOTANICAL / COMMON NAME
CYNODON DACTYLON
BERMUDA GRASS
VEGETATIVE SHELF PLANTING
-
GROUND COVER SCHEDULE
TREE SCHEDULE
SCALE: 1" = 50'LANDSCAPE PLAN OVERALL2 SCALE: NTSLEGEND & NOTES1
UHAUL MARKET ST 05405-0017
----
HKA/ALM
HKA/ALM
RMC
RMC
N/A
N/A
03/01/2023
C10.0
LANDSCAPE PLAN - OVERALL
SITE PLAN APPLICATION SET
7710 MARKET ST. NEW HANOVER COUNTY, NC
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SCALE: 1"=50' (Horiz.)
100'50'50'
SITE DATA
REQUIREMENT REQUIRED PROVIDED
SECTION 5.4. LANDSCAPING AND BUFFERING
SEC. 5.3.4.C - GENERAL STANDARDS FOR LANDSCAPING
PROVIDE 15 TREES PER DISTURBED ACRE
6.43 ACRES x15 TREES = 97 TREES
15 PROPOSED TREES
82+ EXISTING PRESERVED TREES
97 TREES
97 TREES 97+ TREES
SEC 5.4.3 BUFFERS - N/A
SEC 5.4.5 SCREENING
FOLLOWING USES SHIELDED FROM RESIDENTIAL
USE WITH 100% OPAQUE WALL: DUMPSTER/TRASH,
OUTSIDE STORAGE, LOADING/UNLOADING; HVAC
UNITS
N/A N/A
SCREENING BY LIVING OR NON-LIVING MATERIAL 8'
IN HEIGHT: REAR SIDE OF BUILDING ABUTTING ROW,
DUMPSTER/TRASH
N/A N/A
SEC 5.4.5C PARKING LOT INTERIORS
SEC 5.4.6 PARKING LOTS
5.4.6.E: PARKING LOT WITHIN 50' OF A RIGHT OF WAY
REQUIRES A PLANTED BUFFER CONSISTING OF
SHRUBBERY, A GRADE CHANGE, A PLANTED BERM
OR ANY COMBINATION THEREOF
-MIN. 3' IN HEIGHT AND 5' WIDTH
-IF THE LANDSCAPE SCREEN IS AT LEAST 15' IN
WIDTH, THE LANDSCAPE SCREEN MAY BE
CONTINUOUS AND INCORPORATED INTO THE
STREET YARD LANDSCAPING
3' HEIGHT, 5' WIDE
SCREEN; OR 15' WIDE
CONTINUOUS SCREEN
INCORPORATED INTO
STREETYARD
3' HEIGHT, 5' WIDE
SCREEN; OR 15' WIDE
CONTINUOUS SCREEN
INCORPORATED INTO
STREETYARD
SEC 5.4.7 STREETYARD LANDSCAPING
12.5' MIN STREET YARD WIDTH
37.5' MAX STREET YARD WIDTH
25 SF FOR EVERY LINEAR FOOT OF STREET YARD
FRONTAGE
251 LF x 25 = 6,275 SF
6,275 SF REQUIRED STREET YARD AREA
6,275 SF 6,275 SF
MINIMUM STANDARD: FOR EVERY 600 SF OF STREET
YARD AREA 1 CANOPY TREE OR 3 UNDERSTORY
TREES (OVERHEAD POWER) AND 6 SHRUBS
6,275 / 600 = 10.45 = 11 CANOPY TREES AND
10.45 X 6 = 63 SHRUBS
11 CANOPY TREES &
63 SHRUBS
10 CANOPY TREES,
3 UNDERSTORY
64 SHRUBS
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
WILMINGTON, NORTH CAROLINA 28401
FAX: (910) 251-8282
NC License # C-0342
243 NORTH FRONT STREET
TELE: (910) 343-1048
I:\05405\0017\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C10.0 - LANDSCAPE PLAN - OVERALL.DWG ---- 03/01/2023 15:12:24
DRAWING NUMBER
REVISION
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STAKING
PLAN
2 TO 3 TIMES THE
ROOT BALL DIAMETER
6"
GENERAL NOTES:
A.TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYING
B.SCARIFY BOTTOM AND SIDES OF PLANT PIT.
C.STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDING
LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT.
D.DO NOT WRAP TREE TRUNK.
E.MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACING
NORTH.
F.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOIL
AROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS,
HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER
2"4"
120°
SECTION
4" DEEP SHOVEL
DUG "V" TRENCH,
SEE LANDSCAPE
PLAN FOR
LOCATIONS
"ARBORTIE" HEAVY DUTY
TREE GUY STRAPPING,
COLOR TO BE GREEN, 900LB
BREAK STRENGTH, SLACK
STRAP LIGHTLY TO ALLOW
SLIGHT MOVEMENT IN TREE
NATIVE SUBGRADE
TREE AS SPECIFIED PER
LANDSCAPE PLAN(S)
MULCH AS SPECIFIED,
KEEP 6" AWAY FROM
TREE TRUNK
LOOP STRAPPING JUST
ABOVE FIRST LIMB AND
AROUND CENTRAL
LEADER, REFER TO
MANUFACTURER'S
RECOMMENDATION FOR
TYING METHOD
PULL BACK TOP 14 OF
BURLAP, TWINE TIES AND
WIRE BASKET, LEAVE
REMAINDER AROUND
ROOT BALL
FINISH GRADE
2" X 2" X 30" UNTREATED
LUMBER STAKES (TYP.), (3)
TOTAL EQUALLY SPACED
AROUND TREE, INSTALL
OUTSIDE OF ROOTBALL
AND BACKFILLED SOIL
MIXTUREBALLED AND BURLAP
ROOT BALL TOPSOIL
ROOT FLARE TO BE SET
2" ABOVE EXISTING
GRADE
PREVAILING
WINDS
STAKE
TRUNK
COMPACTED NATIVE
SOIL PEDESTAL
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
EQUAL TO THE
PLANT SPACING
AS SPECIFIED
(TYP.)
GENERAL NOTES:
A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.
B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER
PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.
C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO
REMOVE VOIDS AND WATER EACH LAYER
D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT
AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS.
6"
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PLANT SPACING
AS SPECIFIED
(TYP.)
PLANT SPACING CHART
SPACING (A)ROW OFFSET (B)
1'-0" O.C.10" O.C.
1'-6" O.C.1'-4" O.C.
2'-0" O.C.1'-9" O.C.
2'-6" O.C.2'-2" O.C.
3'-0" O.C.2'-7" O.C.
3'-6" O.C.3'-0" O.C.
4'-0" O.C.3'-6" O.C.
SPACING (A)ROW OFFSET (B)
5'-0" O.C.4'-4" O.C.
6'-0" O.C.5'-2" O.C.
7'-0" O.C.6'-1" O.C.
8'-0" O.C.6'-11" O.C.
9'-0" O.C.7'-10" O.C.
10'-0" O.C.8'-8" O.C.
A
B
PLANT SPACING
PLAN
A
SECTION
1"
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6" MIN.
TOPSOIL PER
SPECIFICATIONS
SHRUB AS SPECIFIED
PER LANDSCAPE PLAN(S)
NATIVE SUBGRADE
ADJACENT TURF AREA,
REFER TO PLANTING
PLAN FOR LOCATIONS
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
MULCH AS SPECIFIED,
KEEP 4" AWAY FROM
ROOT CROWN
ROOT CROWN TO BE SET
2" ABOVE EXISTING
GRADE MIN.
4" DEEP SHOVEL DUG "V"
TRENCH, SEE
LANDSCAPE PLAN FOR
LOCATIONS
SHRUB ROOT BALL
PLANTING BED EDGE
SHRUB
6"
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PLANT SPACING CHART
SPACING (A)ROW OFFSET (B)
6" O.C.5" O.C.
8" O.C.7" O.C.
12" O.C.10" O.C.
15" O.C.1'-1" O.C.
18" O.C.1'-4" O.C.
SPACING (A)ROW OFFSET (B)
24" O.C.1'-9" O.C.
36" O.C.2'-7" O.C.
4'-0" O.C.3'-6" O.C.
5'-0" O.C.4'-4" O.C.
6'-0" O.C.5'-2" O.C.
SECTION
1"
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4" MIN.
GENERAL NOTES:
A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.
B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER
PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.
C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO
REMOVE VOIDS AND WATER EACH LAYER
D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT
AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS.
A
B
PLANT SPACING
PLAN
A
TOPSOIL PER
SPECIFICATIONS
PLANT AS SPECIFIED PER
LANDSCAPE PLAN(S)
NATIVE SUBGRADE
ADJACENT TURF AREA,
REFER TO PLANTING
PLAN FOR LOCATIONS
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
MULCH AS SPECIFIED,
KEEP 4" AWAY FROM
TREE TRUNK
ROOT CROWN TO BE SET
2" ABOVE EXISTING
GRADE MIN.
GROUND COVER ROOT
BALL
4" DEEP SHOVEL DUG "V"
TRENCH, SEE
LANDSCAPE PLAN FOR
LOCATIONS
EQUAL TO
THE PLANT SPACING
AS SPECIFIED (TYP.)
PLANT SPACING
AS SPECIFIED (TYP.)
PLANTING BED EDGE
SHRUB
2 - RHY WHI34 - LOB SIP11 - EUP FIS
12 - RHY WHI
4 - LOB SIP
40'-0"
3'
-
0
"
3'
-
0
"
6'
-
0
"
EUP FIS EUPATORIADELPHUS FISTULOSUS JOE PYE WEED 1 GAL. 18"-24" HT. 30" O.C. 8
LOB SIP LOBELIA SIPHILITICA GREAT LOBELIA 5" DEEP PLUG 12"-18" HT. 18" O.C. 38
RHY WHI RHYNCHOSPORA COLORATA STARRUSH WHITETOP 4" POT 12"-18" HT. 36" O.C. 14
TYPICAL PLANTING SCHEDULE PER 40' LF
GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY
CYN DAC CYNODON DACTYLON BERMUDA GRASS SEED 3 LBS / 1000 SF SEE PLAN
SUBMERSIBLE CODE BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING QTY
STORM WATER POND
PERMANENT POOL ELEVATION
POND UP SLOPE
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MAINTENANCE BENCH
TYPICAL
PLANTING PLAN
CYN-DAC
CANOPY TREE SIZE CALIPER HEIGHT QTY REMARKS
MAGNOLIA GRANDIFLORA `BRACKENS BROWN BEAUTY`
BRACKEN`S SOUTHERN MAGNOLIA B & B 2" CAL.10`-12` HT.6 SINGLE DOMINANT LEADER. UNIFORM CANOPY &
MATCHED
QUERCUS PHELLOS
WILLOW OAK B & B 2" CAL.10`-12` HT.6 SINGLE DOMINANT LEADER, UNIFORM CANOPY &
MATCHED
UNDERSTORY TREES SIZE CALIPER HEIGHT QTY REMARKS
LAGERSTROEMIA X `TUSCARORA`
CRAPE MYRTLE CORAL PINK B & B 2.5" CAL.8`-10` HT.3 UNIFORM CANOPY, 3 TRUNK MIN. & MATCHED
TREE SCHEDULE
SHRUBS SIZE HEIGHT SPREAD SPACING QTY REMARKS
ILEX GLABRA `SHAMROCK`
INKBERRY 3 GAL.18"-24" HT.18"-24" SPD.3.5` O.C.31 UNIFORM HEAD & MATCHED
MUHLENBERGIA CAPILLARIS
MUHLY GRASS 3 GAL.18"-24" HT.18"-24" SPD.4` O.C.33 UNIFORM HEAD & MATCHED
SHRUBS SCHEDULE
GROUND COVERS SIZE SPACING QTY REMARKS
CYNODON DACTYLON
BERMUDA GRASS SEED 3 LBS / 1000 SF 79,561 SF
VEGETATIVE SHELF PLANTING
---4,399 SF SEE VEGETATIVE SHELF
PLANTING DETAILS
GROUND COVER SCHEDULE
UHAUL MARKET ST 05405-0017
----
HKA/ALM
HKA/ALM
RMC
RMC
N/A
N/A
03/01/2023
C17.0
LANDSCAPE DETAILS
SITE PLAN APPLICATION SET
7710 MARKET ST. NEW HANOVER COUNTY, NC
NTSTREE PLANTING5 NTSGROUNDCOVER PLANTING2NTSSHRUB PLANTING4
NTSVEGETATIVE SHELF PLANTING1
1.ALL EXISTING VEGETATION THAT IS USED TO MEET LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING
MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY ON A CONTINUING
BASIS. ANY PLANTED MATERIAL WHICH BECOMES DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE OWNER
WITHIN 60 DAYS OF THE OCCURRENCE OF SUCH CONDITION. IF, IN THE OPINION OF THE ZONING ADMINISTRATOR THERE
ARE SEASONAL CONDITIONS WHICH WILL NOT PERMIT THE TIMELY REPLACEMENT OF THE VEGETATION (E.G. TOO HOT
OR TOO COOL FOR SUCCESSFUL REPLANTING) THIS REQUIREMENT MAY BE ADMINISTRATIVELY WAIVED UNTIL A TIME
CERTAIN WHEN THE REPLANTING WOULD BE SUCCESSFUL.
2.VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLANS AND IN THE PLANT
SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE
NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION.
3.ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS, CONFORM TO
REQUIREMENTS OF PLANT LIST AND TO THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARD OF
NURSERY STOCK" AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS.
4.LANDSCAPE MATERIAL PLACED IN PREPARED HOLES SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE
WORKING DAY.
5.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION.
6.LANDSCAPE ARCHITECT SHALL APPROVE ANY ON-SITE PLANT STORAGE AREA FOR ACCESSIBILITY, SHADE CONDITIONS,
HEALING-IN MULCH MATERIAL AND TEMPORARY WATERING METHODS.
7.ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PARTS OF THE ROOT BALL.
METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON
ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACK
FILLING.
8.ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED WITH SMOOTH, CONTINUOUS CURVES.
9.ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND WIDTHS AS ILLUSTRATED IN PLANTING DETAILS.
10.TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING AND STAKES AFTER THE FIRST FULL GROWING SEASON OR
ONE YEAR, WHICH EVER COMES FIRST.
11.CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO PLANTING.
12.ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO GENERAL CONTRACTOR PRIOR TO BACKFILLING.
13.ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND SHALL BE
MULCHED AS SPECIFIED.
14.ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE CURRENT MUNICIPAL AUTHORITIES
STANDARD SPECIFICATIONS AND DETAILS.
15.ALL LANDSCAPE AREAS THAT ARE NOT PLANTED, MULCHED OR PAVED SHALL BE SEEDED OR SODDED.
16.FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO REMOVAL OF DEAD & DAMAGED WOOD.
17.TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO CLEARING, GRADING AND
CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY RELATED PERMITS. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS
OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
18.MULCH LINE SHALL CONSIST OF SMOOTH CONTINUOUS CURVES.
19.ALL TREES NOT WITHIN A PLANT BED SHALL BE TREATED WITH A 6' DIAMETER MULCH RING TYPICAL, UNLESS
OTHERWISE INDICATED ON THE PLANTING PLANS.
20.TREES SHALL BE LOCATED A MINIMUM OF 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.
21.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR APPROVAL BY LANDSCAPE ARCHITECT.
22.AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE RE-ESTABLISHED TO PRE-DISTURBANCE CONDITION AT NO
ADDITIONAL COST TO THE OWNER.
23.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE,
AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
24.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TO INSTALLATION.
25.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.
26.DEEPROOT ROOT BARRIER OR APPROVED EQUAL SHALL BE INSTALLED WHERE TREES ARE WITHIN 10' OF A UTILITY OR
HARDSCAPE. THE ROOT BARRIER SHALL BE INSTALLED ACCORDING TO MANUFACTURER RECOMMENDATION.
NTSPLANTING NOTES6
NTSPLANT LEGENDS3
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
WILMINGTON, NORTH CAROLINA 28401
FAX: (910) 251-8282
NC License # C-0342
243 NORTH FRONT STREET
TELE: (910) 343-1048
I:\05405\0017\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C17.0 LANDSCAPE DETAILS.DWG ---- 03/01/2023 15:12:40
DRAWING NUMBER
REVISION
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