HomeMy WebLinkAboutSheetz - 3251 US 421- Site PlanSITE DATA TABLE
PROJECT:SHEETZ - US HWY 421
OWNERS:
PMG CAROLINAS LLC
2900 TELESTAR CT
FALLS CHURCH, VA 22042
PROJECT ADDRESS:3251 US HWY 421 N
WILMINGTON, NC 28401
PID #:R03200-001-003-000
DEED:DB 6673 PG 270
ZONING:I-2 (HEAVY INDUSTRIAL DISTRICT)
EXISTING USE:VACANT INDUSTRIAL
PROPOSED USE:CONVENIENCE STORE WITH FUEL SALES AND RESTAURANT WITH
SEATING AND DRIVE THRU
PROPOSED BUILDING:6,879 SF (26' - 0")
FLOOD ZONE:NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP
#3720311900K (EFFECTIVE 08/28/2018)
TOTAL TRACT AREA:12.94 AC±
EXISTING BUILT UPON
AREA:5.31 AC
POST- DEVELOPMENT
BUILT UPON AREA:6.65 AC (INCLUDES 1.00 AC FUTURE IMPERVIOUS)
REQUIRED PARKING:
RESTAURANT
INTERIOR:
RESTAURANT
EXTERIOR:
CONVENIENCE
STORE:
ELECTRIC VEHICLE (EV):
6 SPACES / 1,000 SF OF GROSS FLOOR AREA
1,948 SF * (6 / 1,000 SF) = 12 SPACES REQUIRED
6 SPACES / 1,000 SF GROSS FLOOR AREA
400 SF * (6.0 / 1,000 SF) = 2 SPACES REQUIRED
2.5 SPACES / 1,000 SF GROSS FLOOR AREA
4,931 SF * (2.5 / 1,000 SF) = 12 SPACES REQUIRED
26 TOTAL SPACES REQUIRED
26 SPACES * 20% = 5 EV SPACES REQUIRED
PROPOSED PARKING:54 VEHICULAR SPACES (INCLUDES 3 ADA; 5 EV)
20 TRUCK SPACES
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
C
O
V
R
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
6
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
NA
D
8
3
VICINITY MAP
1" = 500'
CIVIL ENGINEER:
TIMMONS GROUP
5410 TRINITY ROAD
SUITE 102
RALEIGH, NC 27607
PROJECT MANAGER:
PATRICK BARBEAU, PE
PH: (919) 866-4512
PATRICK.BARBEAU@TIMMONS.COM
WILMINGTON, NORTH CAROLINA 28401
NEW HANOVER COUNTY
DEVELOPER:
BRIAN DOWNS
ENTITLEMENT MANAGER
243 SHEETZ WAY
CLAYSBURG, PA 16625
PH: (919) 264-8593
BDOWNS@SHEETZ.COM
PMG CAROLINAS, LLC
2900 TELESTAR CT
FALLS CHURCH, VA 22042
PH: (734) 891-9481
BEGLINTON@PETROMG.COM
SITE PLAN REVIEW
OWNER:SURVEYOR:
CONVENIENCE ARCHITECTURE
AND DESIGN P.C.
243 SHEETZ WAY
CLAYSBURG, PA 16625
PH: (814) 239-6013
TCOLUMBU@SHEETZ.COM
ARCHITECT:
SHEETZ - US HWY 421
SITE
U
S
H
W
Y
4
2
1
I-1
4
0
SUTTON STEAM
P
L
A
N
T
R
O
A
D
(
S
R
-
1
3
9
4
)
TIMMONS GROUP
MARTIN WEBB, PLS
5410 TRINITY ROAD
SUITE 102
RALEIGH, NC 27607
PH: (919) 866-4952
MARTIN.WEBB@TIMMONS.COM
GENERAL NOTE
ALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITE
CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTOR
AND HIS SUBCONTRACTORS ARE CONFIRMING THAT THEY HAVE VISITED THE SITE AND HAVE
INCLUDED IN THEIR BID ANY ADDITIONAL ITEMS OF CONSTRUCTION THAT MAY BE REQUIRED
DUE TO EXISTING SITE CONDITIONS.
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
MUNICIPAL CONTACT LIST
GAS
PIEDMONT NATURAL GAS
1321 SOUTH 10TH STREET, WILMINGTON, NC 28401
PHONE: 910-251-2814
JARRED GARRISON
JARRED.GARRISON@DUKE-ENERGY.COM
NEW HANOVER COUNTY ENGINEERING
230 GOVERNMENT CENTER DRIVE, SUITE 160
WILMINGTON, NC 28403
PHONE: 910-798-7072
GALEN JAMISON, PE
GJAMISON@NHCGOV.COM
NEW HANOVER ZONING
NEW HANOVER COUNTY ZONING
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NC 28403
PHONE: 910-798-7450
ZACHARY DICKERSON
ZDICKERSON@NHCGOV.COM
WATER AND SEWER
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
PHONE: 910-332-6673
JEFF THEBERGE, PE
BUILDING CODE OFFICIAL
NEW HANOVER COUNTY BUILDING INSPECTIONS
230 GOVERNMENT CENTER DRIVE, SUITE 170
WILMINGTON, NC 28403
PHONE: 910-798-7308
ELECTRIC
DUKE ENERGY
5700 HOLLY SHELTER ROAD
CASTLE HAYNE, NC 28429
PHONE: 910-386-3232
AMY NEELEY
AMY.NEELEY@DUKE-ENERGY.COM
TELEPHONE/CABLE
SPECTRUM
2321 SCIENTIFIC PARK DRIVE
WILMINGTON, NC 28405
PHONE: 980-508-0794
ZACHARY WAHL
ZACHARY.WAHL@CHARTER.NET
DEPARTMENT OF PLANNING
NEW HANOVER COUNTY PLANNING
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NC 28403
PHONE: 910-798-7450
ZACHARY DICKERSON
ZDICKERSON@NHCGOV.COM
NCDOT
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
PHONE: 910-398-9100
BEN HUGHES, PE
BTHUGHES@NCDOT.GOV
C0.0
CO
V
E
R
S
H
E
E
T
332
332
P. BARBEAU
F
R
E
D
R
I
C
K
S
O
N
R
D
(
S
R
-
2
8
9
3
)
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C0.1 SURVEY
C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN
C1.2 EXISTING CONDITIONS AND DEMOLITION PLAN
C1.3 TREE CLEARING TABLE
C2.1 SITE PLAN
C2.2 SITE PLAN
C2.3 PAVEMENT PLAN
C2.4 FIRE ACCESS PLAN
C2.5 FOOD DELIVERY TRUCK PATH EXHIBIT
C2.6 FUEL DELIVERY TRUCK PATH EXHIBIT
C2.7 DIESEL FUEL DELIVERY TRUCK PATH EXHIBIT
C3.1 GRADING AND DRAINAGE PLAN
C3.2 GRADING AND DRAINAGE PLAN
C3.3 STORM TABLES
C5.1 UTILITY PLAN
C5.2 UTILITY PLAN
PS1.0 PRIVATE LIFT STATION SITE LAYOUT
PS1.1 PRIVATE LIFT STATION SITE LAYOUT
PS1.2 PRIVATE LIFT STATION SITE LAYOUT
PS1.3 PRIVATE LIFT STATION SITE LAYOUT
C6.1 LANDSCAPE PLAN
C6.2 LANDSCAPE PLAN
C6.3 LANDSCAPE DETAILS
C7.0 NOTES AND DETAILS
C7.1 NOTES AND DETAILS
C7.2 NOTES AND DETAILS
C7.3 NOTES AND DETAILS
C7.4 NOTES AND DETAILS
C7.5 NOTES AND DETAILS
A200 EXTERIOR ELEVATIONS
A201 EXTERIOR ELEVATIONS
C0.1
PID: R03200-001-002-001
MATT HOLDINGS LLC
DB 6352 PG 1438
ZONE I-2
USE: TRUCK REPAIR SHOP
PID: R03200-002-002-000
RIVER BLUFF GROUP LLC
DB 5699 PG 1743
ZONE I-2
USE: VACANT
TD-022-PRSE-10
21.40
TD-066-PITA-26
TD-065-PITA-23 VZ
TD-073-QULA-10
TD-071-PIPA-17
TD-068-QULA-13
TD-024-QULA-11
TD-025-PITA-13
TD-023-PIPA-14
TD-021-QULA-8 TD-019-PIPA-8
TD-020-PIPA-10
TD-018-PIPA-10
TD-017-QULA-12
TD-016-PIPA-13
TD-015-PITA-14
TD-014-PITA-14 TD-013-QULA-9
TD-012-QULA-9
TD-007-QULA-10
TD-008-QULA-14 TD-010-QULA-8
TD-009-QULA-10
TD-006-QULA-11
TD-005-QULA-10TD-004-PITA-21
TD-003-QULA-11
TD-002-PITA-22
TD-001-PITA-14
TD-022-PRSE-10 VZ
TD-074-QULA-23
18" RCP - FES
INV. = 26.40'
1234.31'
1
0
0
.
1
1
'
4
9
9
.
9
5
'
CONC. DRIVEWAY
GR
A
V
E
L
ASPHALT
CONC. PAD
CONC. PAD
SHED
OF
F
I
C
E
T
R
A
I
L
E
R
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHPOHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHU
OHU
OHU
OHU
OHU
OH
U
X
X
X
ASPHALT
ASPHALT
ASPHALT
18" RCP - FES
INV. = 26.83'
15" RCP
INV. = 30.44'
CONC.
CONC.
IPF - LEANING
NEIGHBORING CONC.
PARKING LOT
NEIGHBORING GRAVEL
PARKING LOT
18.10
U
U
IRF 1/2"
BEGINNING
IRF 1/2"
N: 196,194.12'
E: 2,312,619.62'
LOCATED N37°17'55"W 898.00'
FROM INTERSECTION OF
U.S. HIGHWAY 421 & S
UTTON STEAM PLANT ROAD
N
3
2
°
4
7
'
5
5
"
W
6
0
0
.
0
7
'
(
T
O
T
A
L
)
TD-067-PITA-23
TD-072-QULA-16
TD-070-QUNI-10
TD-011-QULA-8
18" RCP - FES
INV. = 26.93'
8" PVC SSWR FORCE MAIN
AT&T x3
AT&T
AT&T
PIEDMONT
CFPUA
T.B.M.
CAPPED 5/8" REBAR
TIMMONS GROUP #9000
N: 196,506.43'
E: 2,312,447.52'
ELEV.: 30.44'
GRAVEL DRIVEWAY
ENCROACHMENT
AREA = 612 SF
CONC. DRIVEWAY
ENCROACHMENT
AREA = 2,229 SF
9.88' FENCE
ENCROACHMENT
GAS LINE ENCROACHMENT
252 LF FROM PL TO VALVE
EXISTING CAROLINA POWER
& LIGHT RIGHT-OF-WAY
NO WIDTH GIVEN
DB 856 PG 17
DB 1148 PG 384
EXISTING CAROLINA POWER
& LIGHT RIGHT-OF-WAY
NO WIDTH GIVEN
DB 856 PG 17
DB 1148 PG 384
TD-069-QULA-12
G
G
G G G G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
G G
G
G
G
G
G
G
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
G
T
U
G
T
W
W
U
T
C
U
F
O
U
F
O
U
G
T
U
G
T
U
G
T
W
W
G
G
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
F
M
F
M
F
M
F
M
F
M
F
M
F
M
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
8" PVC WATER MAIN
16" PVC WATER MAIN
8" PVC WATER MAIN
16" PVC WATER MAIN
2" GAS LINE
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
(
1
5
0
'
P
U
B
L
I
C
R
/
W
)
PID: R03200-001-003-000
PMG CAROLINAS LLC
DB 6673 PG 270
ZONE I-2USE: VACANT INDUSTRIAL
AREA = 10.612 ACRES
PID: R03200-001-005-000
PMG CAROLINAS LLC
DB 6673 PG 270
ZONE I-2USE: VACANT INDUSTRIAL
AREA = 2.335 ACRES
TWO (2) 15' GATES
MA
T
C
H
L
I
N
E
S
H
E
E
T
C1
.
2
MA
T
C
H
L
I
N
E
S
H
E
E
T
C1
.
2
3
3
3
2
3
1
3
0
2
5
2
8
201
9
21
22
2
3
24
25
26
27
2
8
2
9
3
0
323130
3
0
25
21 22
2
3
2
9
25
27
29
3
1
18
19
20
19
19
1
9
20
21
23
22
25
24 26
27
2
5
2
7
28
2
9
23
24
22
21
2
5
2
0
2
8
23
21
27
2
8
3
0
31
ZD02
ZD02
ZD02
ZD02
ZD02
ZD04
ZD04
ZD04
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
2
9
3
1
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD01
ZD01
ZD02
ZD01
ZD02
ZD03
E
O
P
E
O
P
ZD02
ZD01
ZD02
ZD02
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ZD02
ZD02
ZD02
ZD02
ZD02
ZD06
ZD06
ZD06
ZD06
ZD06
SHEETZ DEMOLITION PLAN KEYNOTES
NUMBER DESCRIPTION
ZD01
EXISTING FEATURE TO REMAIN. ABANDON UTILITY SERVICES
PER LOCAL REQUIREMENTS. REMOVE AND/OR CAP
PETROLEUM PIPING AS REQUIRED.
ZD02
REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL
LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR
TO COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
ZD03
RELOCATE AND MODIFY EXISTING FEATURE TO REMAIN IN
SERVICE IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL REGULATIONS. CONTRACTOR TO COORDINATE AS
NEEDED WITH LOCAL MUNICIPALITY, INSPECTORS, AND/OR
UTILITY COMPANIES.
ZD04
EXISTING FEATURE REMOVED BY LANDLORD AFTER SURVEY
COMPLETION. CONTRACTOR TO CONFIRM FEATURE HAS BEEN
REMOVED.
ZD06 TREE DEMOLITION AREA (INDIVIDUAL TREES DENOTED WITH
(X).
ZD07 STORMWATER CONTROL MEASURE INFILTRATION AREA -
LIMITS OF NO SOIL COMPACTION.
DEMOLITION NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND/OR VERIFYING ALL
LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK HAVE BEEN
OBTAINED.
2.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER
AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO
PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION
AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
3.EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND
ILLUSTRATIVE NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND
MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING
CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS
PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE
SIGNIFICANTLY DIFFERENT THAN THOSE SHOW, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
4.ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS
OF NEW CONSTRUCTION SHALL BE RAZED UNLESS NOTED OTHERWISE
WITHIN THIS CONSTRUCTION SET, ARCHITECTURAL PLANS, AND/OR PROJECT
SPECIFICATIONS. THIS INCLUDES FOUNDATION SLABS, WALLS, AND
FOOTINGS.
5.ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE REMOVED BY
THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE
AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT
REQUIREMENTS.
6.ALL UTILITY REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR
ABANDONMENT SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY
COMPANY.
7.CALL NC811 (811) AT LEAST THREE DAYS BEFORE STARTING WORK.
8.THE BURNING OF CLEARED MATERIALS AND DEBRIS SHALL NOT BE ALLOWED
UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL
AUTHORITIES.
9.UTILITY CONTACTS ARE LISTED ON THE SHEET C0.0.
10.EROSION AND SEDIMENTATION (E&S) CONTROL MEASURES AROUND AREAS
OF DEMOLITION SHALL BE INSTALLED PRIOR TO INITIATION OF DEMOLITION
ACTIVITIES. REFER TO THE E&S PLAN FOR DETAILS.
11.ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE
REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR.
CONTRACTOR SHALL NOTIFY SHEETZ IMMEDIATELY IF HAZARDOUS
MATERIALS ARE ENCOUNTERED.
12.CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY
CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF
DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A
LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
13.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA
REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND
UTILITIES.
SPRINKLER VALVE
HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF UNDERBRUSH
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CM - CONCRETE MONUMENT
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
PT - CALCULATED POINT
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF
X X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
GAS METER
CLEAN OUT
WATER METER
ELECTRIC METER
WELL
MH WATER
YARD LIGHT
S
W
D
E
T
C
T
W
MH ELECTRIC
PAINTED POWER LINEUGP
PAINTED GAS LINEG
PAINTED STORM LINESTM
PAVING
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
TELEPHONE VAULTTV
FO FIBER OPTIC
MARKER
C1.1
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
A
N
D
D
E
M
O
L
I
T
I
O
N
P
L
A
N
332
332
P. BARBEAU
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
E
X
I
S
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
7
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
PID: R03200-001-002-000
MATT HOLDINGS LLC
DB 6229 PG 2607
ZONE I-2
USE: TRUCK REPAIR SHOP
TD-057-QULA-23
TD-058-QULA-12
TD-059-QULA-9
TD-060-PRSE-8
TD-061-PRSE-9
TD-062-JUVI-12 VZ
TD-063-PRSE-8 VZ
TD-056-QULA2-9
TD-055-PIPA-14
TD-054-PIPA-20
TD-053-PIPA-11
TD-049-PIPA-11
TD-050-PIPA-12
TD-051-QULA2-9
TD-052-QULA2-9
TD-048-PIPA-12
TD-047-PITA-17 TD-046-PITA-14
TD-044-PIPA-15
TD-045-QULA2-9
TD-043-QULA2-10
TD-036-QULA-17
TD-035-PRSE-8 VZ
TD-037-QULA2-8
TD-038-QULA2-10 VZ
TD-039-PIPA-9
TD-041-QULA-8 VZ
TD-040-PIPA-15
TD-042-PIPA-12
TD-032-PIPA-10
TD-033-PIPA-8
TD-034-PIPA-20 VZ
TD-064-JUVI-16
TD-030-PIPA-8
TD-029-PIPA-8
TD-027-PIPA-13
TD-026-PRSE-9
PID: R03200-001-005-000
PMG CAROLINAS LLC
DB 6673 PG 270
ZONE I-2
USE: VACANT INDUSTRIAL
AREA = 2.335 ACRES
80.15'
3
9
9
.
7
7
'
1152.53'
PID: R03200-001-003-000
PMG CAROLINAS LLC
DB 6673 PG 270
ZONE I-2
USE: VACANT INDUSTRIAL
AREA = 10.612 ACRES
1157.23'
77.38'
IRS
IPF
CONC. PAD
X
X
X
X
X
X
OH
P
OH
P
OH
P
OH
P
OH
P
OHP
OHP
OHP
OHP
ASPHALT
ASPHALT
ASPHALT
ASPHALT
UNKNOWN INDUSTRIAL
RUBBLE/DETRITUS
CMF
CONC.
CONC.
G
R
A
V
E
L
G
R
A
V
E
L
R
R
T
R
A
C
K
S
G
R
A
V
E
L
R
R
T
R
A
C
K
S
ASPHALT
CONC.
PID: R03200-002-021-000
M & M FAMILY REAL ESTATE, LLC
DB 5817 PG 2991
LOTS 1, 2 & 3 - MB 41 PG 127
ZONE I-2
USE: TRUCK SALES
1
3
0
'
S
E
A
B
O
A
R
D
C
O
A
S
T
L
I
N
E
R
R
E
A
S
E
M
E
N
T
S
H
O
W
N
O
N
M
B
4
1
P
G
1
2
7
EXISTING CAROLINA POWER
& LIGHT RIGHT-OF-WAY
NO WIDTH GIVEN
DB 856 PG 17
DB 1148 PG 384
18.29
PUMP
N86°28'21"W 1230.05' (
T
O
T
A
L
)
N86°38'21"W 1234.61' (TO
T
A
L
)
N
2
9
°
2
9
'
3
9
"
W
5
0
0
.
2
4
'
(
T
O
T
A
L
)
N83°40'52"W
1
3
1
4
.
4
7
'
(
T
O
T
A
L
)
N3
°
3
4
'
5
5
"
E
2
3
7
.
3
2
'
(
T
I
E
)
TD-031-QULA2-10 (TURKEY)
TD-028-PIPA-10
OLD MONITORING WELLS
ABANDONED
POLES
ABANDONED
POLE
MA
T
C
H
L
I
N
E
S
H
E
E
T
C1
.
1
MA
T
C
H
L
I
N
E
S
H
E
E
T
C1
.
1
20
19
18
17
17
18
19
20
1
9
20
20 19
18
18
25
30
31
21
25
23 2
1
27
2
7
2
5
2
2
2
5
23 2
0
1
9
3
0
28
25
30
31
30
252523
25
29
23
22 22
2
5
2
2
2
6
2
5
20
18
18
19
25
24
2
7
2
7
2
6
2
7
2
7
ZD04
ZD04
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD01
ZD02
ZD02
ASPHALT
ASPHALT
ZD02
ZD06
ZD06
ZD06
ZD06
ZD06
SHEETZ DEMOLITION PLAN KEYNOTES
NUMBER DESCRIPTION
ZD01
EXISTING FEATURE TO REMAIN. ABANDON UTILITY SERVICES
PER LOCAL REQUIREMENTS. REMOVE AND/OR CAP
PETROLEUM PIPING AS REQUIRED.
ZD02
REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL
LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR
TO COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
ZD03
RELOCATE AND MODIFY EXISTING FEATURE TO REMAIN IN
SERVICE IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL REGULATIONS. CONTRACTOR TO COORDINATE AS
NEEDED WITH LOCAL MUNICIPALITY, INSPECTORS, AND/OR
UTILITY COMPANIES.
ZD04
EXISTING FEATURE REMOVED BY LANDLORD AFTER SURVEY
COMPLETION. CONTRACTOR TO CONFIRM FEATURE HAS BEEN
REMOVED.
ZD06 TREE DEMOLITION AREA (INDIVIDUAL TREES DENOTED WITH
(X).
ZD07 STORMWATER CONTROL MEASURE INFILTRATION AREA -
LIMITS OF NO SOIL COMPACTION.
DEMOLITION NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND/OR VERIFYING ALL
LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK HAVE BEEN
OBTAINED.
2.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER
AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO
PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION
AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
3.EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND
ILLUSTRATIVE NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND
MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING
CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS
PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE
SIGNIFICANTLY DIFFERENT THAN THOSE SHOW, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
4.ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS
OF NEW CONSTRUCTION SHALL BE RAZED UNLESS NOTED OTHERWISE
WITHIN THIS CONSTRUCTION SET, ARCHITECTURAL PLANS, AND/OR PROJECT
SPECIFICATIONS. THIS INCLUDES FOUNDATION SLABS, WALLS, AND
FOOTINGS.
5.ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE REMOVED BY
THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE
AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT
REQUIREMENTS.
6.ALL UTILITY REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR
ABANDONMENT SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY
COMPANY.
7.CALL NC811 (811) AT LEAST THREE DAYS BEFORE STARTING WORK.
8.THE BURNING OF CLEARED MATERIALS AND DEBRIS SHALL NOT BE ALLOWED
UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL
AUTHORITIES.
9.UTILITY CONTACTS ARE LISTED ON THE SHEET C0.0.
10.EROSION AND SEDIMENTATION (E&S) CONTROL MEASURES AROUND AREAS
OF DEMOLITION SHALL BE INSTALLED PRIOR TO INITIATION OF DEMOLITION
ACTIVITIES. REFER TO THE E&S PLAN FOR DETAILS.
11.ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE
REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR.
CONTRACTOR SHALL NOTIFY SHEETZ IMMEDIATELY IF HAZARDOUS
MATERIALS ARE ENCOUNTERED.
12.CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY
CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF
DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A
LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
13.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA
REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND
UTILITIES.
SPRINKLER VALVE
HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF UNDERBRUSH
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CM - CONCRETE MONUMENT
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
PT - CALCULATED POINT
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF
X X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
GAS METER
CLEAN OUT
WATER METER
ELECTRIC METER
WELL
MH WATER
YARD LIGHT
S
W
D
E
T
C
T
W
MH ELECTRIC
PAINTED POWER LINEUGP
PAINTED GAS LINEG
PAINTED STORM LINESTM
PAVING
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
TELEPHONE VAULTTV
FO FIBER OPTIC
MARKER
C1.2
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
A
N
D
D
E
M
O
L
I
T
I
O
N
P
L
A
N
332
332
P. BARBEAU
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
E
X
I
S
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
7
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
C1.3
TR
E
E
C
L
E
A
R
I
N
G
T
A
B
L
E
332
P. BARBEAU
P. BARBEAU
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
E
X
I
S
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
7
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
TREE TABLE
LEGEND
DOCUMENTED TREES
SIGNIFICANT TREES
TO BE REMOVED
PID: R03200-001-002-001
MATT HOLDINGS LLC
DB 6352 PG 1438
ZONE I-2
USE: TRUCK REPAIR SHOP
PID: R03200-002-002-000
RIVER BLUFF GROUP LLC
DB 5699 PG 1743
ZONE I-2
USE: VACANT
1234.31'
1
0
0
.
1
1
'
4
9
9
.
9
5
'
CONC. DRIVEWAY
GR
A
V
E
L
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
NEIGHBORING CONC.
PARKING LOT
NEIGHBORING GRAVEL
PARKING LOT
U
N
3
2
°
4
7
'
5
5
"
W
6
0
0
.
0
7
'
(
T
O
T
A
L
)
T.B.M.
CAPPED 5/8" REBAR
TIMMONS GROUP #9000
N: 196,506.43'
E: 2,312,447.52'
ELEV.: 30.44'
9.88' FENCE
ENCROACHMENT
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
(
1
5
0
'
P
U
B
L
I
C
R
/
W
)
TWO (2) 15' GATES
S
T
A
N
D
A
R
D
U
S
T
F
I
E
L
D
D
I
E
S
E
L
U
S
T
F
I
E
L
D
6
7
6
6
6
13
NEW SHEETZ
STORE
6,879 SF
FFE = 26.00'
6
4
VAN
EV
EV
EV
EV
EV
STOP
MA
T
C
H
L
I
N
E
S
H
E
E
T
C2
.
2
MA
T
C
H
L
I
N
E
S
H
E
E
T
C2
.
2
ZS01
ZS02
ZS02
ZS03
ZS09
ZS05
ZS05
ZS06
ZS06
ZS10
ZS14
ZS26
ZS42
ZS04
ZS80
ZS18
ZS18
ZS18
ZS19
ZS29
ZS29
ZS29
ZS30
ZS30
ZS30
ZS30
ZS30
ZS30
ZS37
ZS37
ZS54
ZS55
ZS56
ZS56
ZS57
ZS57
ZS57
ZS90
ZS67
ZS69
ZS68
ZS71
ZS11
35'
R100'
50'
12'
R30'
R30'
22'
35'
36'
18'
12'
12'
12'
R50'
R50'
R15'
R25'
R15'
R15'
75'
35'
20'
10'
14'
20'
90'
65'
36'
R10'R5'
R20'
R40'
14'
20'
10'
75'35'
44'
30'
50' BUILDING SETBACK
12.5' MIN. STREET YARD
8' PARKING SETBACK
ZS07
ZS07
ZS07
ZS81
82'
28'
ZS35
ZS36
ZS33
ZS34
ZS33
ZS62
ZS70
26'
58.82'
O
V
E
R
-
D
I
G
L
I
N
E
O
V
E
R
-
D
I
G
L
I
N
E
ZS43
ZS43
ZS43
ZS43
ZS43
ZS43
ZS43
ZS59
ZS59
ZS59
ZS43
RIGHT-OF-WAY
PROPERTY LINE
PROPERTY LINE
72'± EXISTING PAVEMENT WIDTH
ZS08ZS08
ZS60
ZS60
ZS60
ZS60
ZS60
ZS60
ZS60 ZS60
ZS60
ZS12 (TYP. OF 5)84'
ZS13
ZS41
ZS34
ZS41
ZS41
ZS15
ZS15
ZS15
ZS16
SHEETZ SITE PLAN KEYNOTES
NUMBER DESCRIPTION
ZS01 C-STORE BUILDING; REFER TO ARCHITECTURAL AND MEP
PLANS.
ZS02 TRASH ENCLOSURE AND BOLLARDS; REFER TO SHEETZ
TRASH ENCLOSURE DETAIL.
ZS03 GAS CANOPY; REFER TO CANOPY PLANS BY OTHERS.
ZS04 DISPENSER AND ISLAND; REFER TO UNDERGROUND STORAGE
TANK SYSTEM PLANS.
ZS05 UNDERGROUND STORAGE TANKS AND PAD; REFER TO
UNDERGROUND STORAGE TANK SYSTEM PLANS.
ZS06
UNDERGROUND STORAGE TANKS VENT STACK; REFER TO
SHEETZ DETAIL 35 UNDERGROUND STORAGE TANK SYSTEM
PLANS BY OTHERS.
ZS07 24" CONCRETE FLUME
ZS08 VARIABLE WIDTH SCM ACCESS & MAINTENANCE EASEMENT
ZS09 TRUCK DIESEL CANOPY; REFER TO CANOPY PLANS BY
OTHERS.
ZS10 TRUCK DIESEL ELECTRICAL OUT-BUILDING; REFER TO
ARCHITECTURAL PLANS.
ZS11 TRUCK DIESEL DISPENSER AREA; REFER TO SHEETZ DETAIL
39.
ZS12 ELECTRIC VEHICLE (EV) PARKING SPACE (TYP.)
ZS13 DEF REMOTE FILL AND PAD. REFER TO UNDERGROUND
STORAGE TANK SYSTEM PLANS.
ZS14 PYLON SIGN. VERIFY EXACT LOCATION AND DESIGN BEFORE
ROUGH-IN. PERMITTED BY OTHERS.
ZS15 FOUNDATION PLANTINGS (TYP.); REFER TO LANDSCAPE PLAN.
ZS16 ACF GRASS CELL; REFER TO DETAIL
ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OF ARCHITECTURAL
PLANS.
ZS19 ROOF ACCESS LADDER AND CLEARANCE AREA; REFER TO
ARCHITECTURAL PLANS.
ZS26
OUTDOOR SEATING AREA AND TABLES; REFER TO REFER TO
ARCHITECTURAL PLANS. OUTDOOR SEATING MUST NOT
PROHIBIT ADA ACCESS.
ZS29 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;
REFER TO ARCHITECTURAL PLANS.
ZS30 24" CURB & GUTTER; REFER TO SHEETZ DETAIL 15.
ZS33 STOREFRONT BUMPER POST, REFER TO SHEETZ DETAIL 01
(TYP.). PLACE ACCORDING TO SHEETZ DETAIL 08.
ZS34
6" OR 8" BOLLARD(S); REFER TO SHEETZ DETAIL 17 AND
UNDERGROUND STORAGE TANK SYSTEM PLANS FOR SIZE,
LOCATION, AND COUNT (TYP.).
ZS35 FLAGPOLE AND FLAGPOLE FOUNDATION; REFER TO SHEETZ
DETAILS 11 AND 12.
ZS36 FLAGPOLE LIGHT AND LIGHT FOUNDATION; REFER TO SHEETZ
DETAILS 13 AND 14.
ZS37 AIR MACHINE PAD AND BUMPER POSTS; REFER TO SHEETZ
DETAIL 05.
ZS41
EMERGENCY SHUT-OFF SWITCH, REFER TO ELECTRICAL,
UNDERGROUND STORAGE TANK SYSTEM PLANS, AND SHEETZ
DETAIL 29.
ZS42
ELECTRIC TRANSFORMER PAD; GC TO COORDINATE
LOCATION WITH LOCAL PROVIDER. LOCAL PROVIDER CAN
SUPERSEDE THE PROPOSED TRANSFORMER PAD LOCATION.
ZS43
24" DIA. LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN);
REFER TO SHEETZ DETAIL 33 AND LIGHTING PLANS BY
OTHERS.
ZS45
48" DIA. LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN);
REFER TO SHEETZ DETAIL 46 AND LIGHTING PLANS BY
OTHERS.
ZS54 ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL
CODES) R7-8A (MUTCD).
ZS55 VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND
LOCAL REQUIREMENTS) R7-8A (MUTCD).
ZS56 ADA ACCESSIBLE AISLE AND STRIPING, PER ADA AND LOCAL
CODES.
ZS57 ADA ACCESSIBLE PARKING SPACE AND SYMBOL STRIPING.
PER ADA AND LOCAL CODES.
ZS58 PAINTED ADA TRAVEL PATH STRIPING.
ZS59 PAINTED 4" WIDE PARKING STRIPES (TYP.).
ZS60 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCAL
CODES.
ZS61 PAINTED UNDERGROUND STORAGE TANK PAVEMENT
MARKING.
ZS62 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR.
ZS65 6' TALL BLACK PVC DIPPED CHAIN LINK FENCE. 20' GATES
PLACED ATOP ACCESS EASEMENTS.
ZS67 DRIVE-THRU CANTILEVERED CLEARANCE BAR; REFER TO BAR
DETAILS ON DT-1 AND DT-2.
ZS68 DRIVE-THRU ORDER POINT; REFER TO ORDER POINT DETAILS
ON DT-2.
ZS69 DRIVE-THRU MENU BOARD; REFER TO MENU BOARD DETAIL
ON DT-2.
ZS70 DRIVE-THRU CURB AND PAD; REFER TO SHEETZ DETAIL 10.
ZS71 DRIVE-THRU "PICK UP" PARKING SPACE; REFER TO PAINTING
DETAIL ON DT-1.
ZS80 48" DIA. TRUCK ISLAND BOLLARD AND COVER, REFER TO
UNDERGROUND STORAGE TANK SYSTEM PLANS (TYP.).
ZS81 PAINTED 12" WIDE TRUCK DIESEL "PULL-FORWARD" BAR.
ZS82 6' WIDE x 4' DEEP TRUCK DIESEL PERIMETER PARKING TRASH
PAD AND RECEPTICLE (TYP.).
ZS84 TRUCK DIESEL "DURATION & LIMITATION" SIGNAGE.
ZS90 PROPOSED SIGNALIZED INTERSECITON; REFER TO SIGNAL
PLANS BY OTHERS.
SITE LAYOUT NOTES
1.CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL PLANS FOR THE
EXACT LOCATION OF UTILITY ENTRANCES, BUILDING DIMENSIONS, ROOF
LEADERS, EXIT DOORS, EXIT RAMPS AND PORCHES.
2.ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, OR EDGE OF
SIDEWALK UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES
UNLESS OTHERWISE NOTED.
3.CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE
INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWN
ON THE CONSTRUCTION PLANS.
4.ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE.
5.CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SHEETZ MAIN
FREESTANDING SIGN WITH THE SHEETZ CONSTRUCTION MANAGER.
6.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION
SET FOR OTHER PERTINENT INFORMATION.
7.ALL DIMENSIONS SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY
SHEETZ REPRESENTATIVE AND DESIGN ENGINEER OF ANY DISCREPANCIES
BETWEEN THE PLAN AND FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE
FOR ALL DIMENSIONS AT THE PROJECT SITE.
8.SEE DETAILS SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.
9.CONTRACTOR SHALL NEATLY SAW-CUT ALL JOINTS WHERE THE PROPOSED
CONSTRUCTION MEET EXISTING PAVEMENT AND CONCRETE.
10.SEE PAVEMENT PLAN FOR ADDITONAL CONSTRUCTION INFORMATION.
C2.1
SI
T
E
P
L
A
N
332
332
P. BARBEAU
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
7
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
PID: R03200-001-002-000
MATT HOLDINGS LLC
DB 6229 PG 2607
ZONE I-2
USE: TRUCK REPAIR SHOP
80.15'
3
9
9
.
7
7
'
1152.53'
X
X
X
X
X
X
ASPHALT
ASPHALT
UNKNOWN INDUSTRIAL
RUBBLE/DETRITUS
CONC.
G
R
A
V
E
L
G
R
A
V
E
L
R
R
T
R
A
C
K
S
G
R
A
V
E
L
R
R
T
R
A
C
K
S
ASPHALT
CONC.
PID: R03200-002-021-000
M & M FAMILY REAL ESTATE, LLC
DB 5817 PG 2991
LOTS 1, 2 & 3 - MB 41 PG 127
ZONE I-2
USE: TRUCK SALES
1
3
0
'
S
E
A
B
O
A
R
D
C
O
A
S
T
L
I
N
E
R
R
E
A
S
E
M
E
N
T
S
H
O
W
N
O
N
M
B
4
1
P
G
1
2
7
PUMP
N86°28'21"W 1230.05' (
T
O
T
A
L
)
N
2
9
°
2
9
'
3
9
"
W
5
0
0
.
2
4
'
(
T
O
T
A
L
)
N83°40'52"W
1
3
1
4
.
4
7
'
(
T
O
T
A
L
)
N3
°
3
4
'
5
5
"
E
2
3
7
.
3
2
'
(
T
I
E
)
10
10
MA
T
C
H
L
I
N
E
S
H
E
E
T
C2
.
1
MA
T
C
H
L
I
N
E
S
H
E
E
T
C2
.
1
ZS30
80'
36.82'
38.47'
INFILTRATION BASIN
STORMWATER CONTROL MEASURE
ZS43
ZS43
ZS43
ZS59
ZS59
ZS59
13'
PROPERTY LINE
PROPERTY LINE
ZS08
ZS08
ZS08
13'
ZS43
75'
75'
SHEETZ SITE PLAN KEYNOTES
NUMBER DESCRIPTION
ZS01 C-STORE BUILDING; REFER TO ARCHITECTURAL AND MEP
PLANS.
ZS02 TRASH ENCLOSURE AND BOLLARDS; REFER TO SHEETZ
TRASH ENCLOSURE DETAIL.
ZS03 GAS CANOPY; REFER TO CANOPY PLANS BY OTHERS.
ZS04 DISPENSER AND ISLAND; REFER TO UNDERGROUND STORAGE
TANK SYSTEM PLANS.
ZS05 UNDERGROUND STORAGE TANKS AND PAD; REFER TO
UNDERGROUND STORAGE TANK SYSTEM PLANS.
ZS06
UNDERGROUND STORAGE TANKS VENT STACK; REFER TO
SHEETZ DETAIL 35 UNDERGROUND STORAGE TANK SYSTEM
PLANS BY OTHERS.
ZS07 24" CONCRETE FLUME
ZS08 VARIABLE WIDTH SCM ACCESS & MAINTENANCE EASEMENT
ZS09 TRUCK DIESEL CANOPY; REFER TO CANOPY PLANS BY
OTHERS.
ZS10 TRUCK DIESEL ELECTRICAL OUT-BUILDING; REFER TO
ARCHITECTURAL PLANS.
ZS11 TRUCK DIESEL DISPENSER AREA; REFER TO SHEETZ DETAIL
39.
ZS12 ELECTRIC VEHICLE (EV) PARKING SPACE (TYP.)
ZS13 DEF REMOTE FILL AND PAD. REFER TO UNDERGROUND
STORAGE TANK SYSTEM PLANS.
ZS14 PYLON SIGN. VERIFY EXACT LOCATION AND DESIGN BEFORE
ROUGH-IN. PERMITTED BY OTHERS.
ZS15 FOUNDATION PLANTINGS (TYP.); REFER TO LANDSCAPE PLAN.
ZS16 ACF GRASS CELL; REFER TO DETAIL
ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OF ARCHITECTURAL
PLANS.
ZS19 ROOF ACCESS LADDER AND CLEARANCE AREA; REFER TO
ARCHITECTURAL PLANS.
ZS26
OUTDOOR SEATING AREA AND TABLES; REFER TO REFER TO
ARCHITECTURAL PLANS. OUTDOOR SEATING MUST NOT
PROHIBIT ADA ACCESS.
ZS29 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;
REFER TO ARCHITECTURAL PLANS.
ZS30 24" CURB & GUTTER; REFER TO SHEETZ DETAIL 15.
ZS33 STOREFRONT BUMPER POST, REFER TO SHEETZ DETAIL 01
(TYP.). PLACE ACCORDING TO SHEETZ DETAIL 08.
ZS34
6" OR 8" BOLLARD(S); REFER TO SHEETZ DETAIL 17 AND
UNDERGROUND STORAGE TANK SYSTEM PLANS FOR SIZE,
LOCATION, AND COUNT (TYP.).
ZS35 FLAGPOLE AND FLAGPOLE FOUNDATION; REFER TO SHEETZ
DETAILS 11 AND 12.
ZS36 FLAGPOLE LIGHT AND LIGHT FOUNDATION; REFER TO SHEETZ
DETAILS 13 AND 14.
ZS37 AIR MACHINE PAD AND BUMPER POSTS; REFER TO SHEETZ
DETAIL 05.
ZS41
EMERGENCY SHUT-OFF SWITCH, REFER TO ELECTRICAL,
UNDERGROUND STORAGE TANK SYSTEM PLANS, AND SHEETZ
DETAIL 29.
ZS42
ELECTRIC TRANSFORMER PAD; GC TO COORDINATE
LOCATION WITH LOCAL PROVIDER. LOCAL PROVIDER CAN
SUPERSEDE THE PROPOSED TRANSFORMER PAD LOCATION.
ZS43
24" DIA. LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN);
REFER TO SHEETZ DETAIL 33 AND LIGHTING PLANS BY
OTHERS.
ZS45
48" DIA. LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN);
REFER TO SHEETZ DETAIL 46 AND LIGHTING PLANS BY
OTHERS.
ZS54 ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL
CODES) R7-8A (MUTCD).
ZS55 VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND
LOCAL REQUIREMENTS) R7-8A (MUTCD).
ZS56 ADA ACCESSIBLE AISLE AND STRIPING, PER ADA AND LOCAL
CODES.
ZS57 ADA ACCESSIBLE PARKING SPACE AND SYMBOL STRIPING.
PER ADA AND LOCAL CODES.
ZS58 PAINTED ADA TRAVEL PATH STRIPING.
ZS59 PAINTED 4" WIDE PARKING STRIPES (TYP.).
ZS60 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCAL
CODES.
ZS61 PAINTED UNDERGROUND STORAGE TANK PAVEMENT
MARKING.
ZS62 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR.
ZS65 6' TALL BLACK PVC DIPPED CHAIN LINK FENCE. 20' GATES
PLACED ATOP ACCESS EASEMENTS.
ZS67 DRIVE-THRU CANTILEVERED CLEARANCE BAR; REFER TO BAR
DETAILS ON DT-1 AND DT-2.
ZS68 DRIVE-THRU ORDER POINT; REFER TO ORDER POINT DETAILS
ON DT-2.
ZS69 DRIVE-THRU MENU BOARD; REFER TO MENU BOARD DETAIL
ON DT-2.
ZS70 DRIVE-THRU CURB AND PAD; REFER TO SHEETZ DETAIL 10.
ZS71 DRIVE-THRU "PICK UP" PARKING SPACE; REFER TO PAINTING
DETAIL ON DT-1.
ZS80 48" DIA. TRUCK ISLAND BOLLARD AND COVER, REFER TO
UNDERGROUND STORAGE TANK SYSTEM PLANS (TYP.).
ZS81 PAINTED 12" WIDE TRUCK DIESEL "PULL-FORWARD" BAR.
ZS82 6' WIDE x 4' DEEP TRUCK DIESEL PERIMETER PARKING TRASH
PAD AND RECEPTICLE (TYP.).
ZS84 TRUCK DIESEL "DURATION & LIMITATION" SIGNAGE.
ZS90 PROPOSED SIGNALIZED INTERSECITON; REFER TO SIGNAL
PLANS BY OTHERS.
SITE LAYOUT NOTES
1.CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL PLANS FOR THE
EXACT LOCATION OF UTILITY ENTRANCES, BUILDING DIMENSIONS, ROOF
LEADERS, EXIT DOORS, EXIT RAMPS AND PORCHES.
2.ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, OR EDGE OF
SIDEWALK UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES
UNLESS OTHERWISE NOTED.
3.CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE
INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWN
ON THE CONSTRUCTION PLANS.
4.ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE.
5.CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SHEETZ MAIN
FREESTANDING SIGN WITH THE SHEETZ CONSTRUCTION MANAGER.
6.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION
SET FOR OTHER PERTINENT INFORMATION.
7.ALL DIMENSIONS SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY
SHEETZ REPRESENTATIVE AND DESIGN ENGINEER OF ANY DISCREPANCIES
BETWEEN THE PLAN AND FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE
FOR ALL DIMENSIONS AT THE PROJECT SITE.
8.SEE DETAILS SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.
9.CONTRACTOR SHALL NEATLY SAW-CUT ALL JOINTS WHERE THE PROPOSED
CONSTRUCTION MEET EXISTING PAVEMENT AND CONCRETE.
10.SEE PAVEMENT PLAN FOR ADDITONAL CONSTRUCTION INFORMATION.C2.2
SI
T
E
P
L
A
N
332
332
P. BARBEAU
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
7
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
NA
D
8
3
0
SCALE 1"=30'
60'30'
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
PID: R03200-002-002-000
RIVER BLUFF GROUP LLC
DB 5699 PG 1743
ZONE I-2
USE: VACANT
CONC. DRIVEWAY
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHP
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
NEIGHBORING CONC.
PARKING LOT
NEIGHBORING GRAVEL
PARKING LOT
U
9.88' FENCE
ENCROACHMENT
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
(
1
5
0
'
P
U
B
L
I
C
R
/
W
)
TWO (2) 15' GATES
S
T
A
N
D
A
R
D
U
S
T
F
I
E
L
D
D
I
E
S
E
L
U
S
T
F
I
E
L
D
6
7
6
6
6
13
10
NEW SHEETZ
STORE
6,879 SF
FFE = 26.00'
6
4
VAN
EV
EV
EV
EV
EV
STOP
10
P01
P01
P01
P01
P01
P02
P02
P02
P03
P02
P02
P02
P03
P03
P03
P03
P03
P03
P03 P03
P04
P04
P05
P05
P05
P05
P05
P05
P05
P05
P05
P05
P06
P06
P06
P06
P06
P06
P06
P07
P08
P08
P08
P09
P09
P10
P11
P11
P11
P11
P11
P11P11
P11
P11
P11
P11
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12 P12
P12
P12
P12
P12
P11
P11
P11
P12
P12
P12
P12
P12
PAVING KEYNOTES
NUMBER HATCH DESCRIPTION
P01 EXISTING PAVEMENT TO REMAIN UNDISTURBED.
P02 ASPHALT LOT PAVEMENT; REFER TO SHEETZ DETAIL 20.
P03 TRUCK DIESEL ASPHALT PAVEMENT; REFER TO SHEETZ
DETAIL 20.
P04 DOT ASPHALT; REFER TO PAVEMENT SECTIONS DETAIL.
P05 CONCRETE LOT PAVEMENT; REFER TO SHEETZ DETAIL 20.
P06 TRUCK DIESEL CONCRETE LOT PAVEMENT; REFER TO
SHEETZ DETAIL 20.
P07 CONCRETE SIDEWALK; REFER TO PAVEMENT SECTIONS
DETAIL.
P08 BRICK PAVER SIDEWALK; REFER TO A100 OF
ARCHITECTURAL PLANS.
P09 BUILDING PAD; REFER TO ARCHITECTURAL PLANS BY
OTHERS.
P10 TRANSFORMER PAD PER UTILITY PROVIDER
SPECIFICATIONS.
P11 CONCRETE / ASPHALT PAVEMENT TRANSITION; REFER TO
SHEETZ DETAIL 27.
P12 CONCRETE / ASPHALT CHAMFER; REFER TO SHEETZ DETAIL
28.
NOTE: CURB & GUTTER NOT HATCHED. REFER TO SITE LAYOUT PLAN FOR ADDITIONAL
INFORMATION.
C2.3
PA
V
E
M
E
N
T
P
L
A
N
332
P. BARBEAU
P. BARBEAU
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
P
V
M
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
7
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
PID: R03200-001-002-001
MATT HOLDINGS LLC
DB 6352 PG 1438
ZONE I-2
USE: TRUCK REPAIR SHOP
PID: R03200-002-002-000
RIVER BLUFF GROUP LLC
DB 5699 PG 1743
ZONE I-2
USE: VACANT
CONC. DRIVEWAY
GR
A
V
E
L
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
NEIGHBORING CONC.
PARKING LOT
NEIGHBORING GRAVEL
PARKING LOT
U
9.88' FENCE
ENCROACHMENT
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
(
1
5
0
'
P
U
B
L
I
C
R
/
W
)
TWO (2) 15' GATES
S
T
A
N
D
A
R
D
U
S
T
F
I
E
L
D
D
I
E
S
E
L
U
S
T
F
I
E
L
D
6
7
6
6
6
13
NEW SHEETZ
STORE
6,879 SF
FFE = 26.00'
6
4
VAN
EV
EV
EV
EV
EV
STOP
F01
F01
F01
F01
F02
F03
F04 (370')
F05 (141')F05 (82')
F05 (139')
F04 (398')
F05 (114')
F04 (46')
F04 (52')
FIRE TRUCK EXIT & HYDRANT ACCESS KEYNOTES
NUMBER DESCRIPTION
F01 FIRE TRUCK (TYP.)
F02 EXISTING FIRE HYDRANT
F03 PROPOSED FIRE HYDRANT
F04 <400 LF FROM HYDRANT (PULL-THE-HOSE-METHOD)
F05 <150 LF FROM FIRE TRUCK (PULL-THE-HOSE-METHOD)
39
7 20
Aerial Fire Truck
Overall Length 39.000ft
Overall Width 8.167ft
Overall Body Height 7.500ft
Min Body Ground Clearance 0.750ft
Track Width 8.167ftLock-to-lock time 5.00s
Max Wheel Angle 45.00°
C2.4
FI
R
E
A
C
C
E
S
S
P
L
A
N
332
P. BARBEAU
P. BARBEAU
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
F
I
R
E
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
7
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
NOTE:
1.BUILDING WILL NOT BE SPRINKLED
a.ALLOWED HOSE PULLS FOR FIRE TRUCK = 150 LF
b.ALLOWED HOSE PULLS FOR FIRE HYDRANT = 400 LF
LEGEND:
DISTANCE FROM FIRE HYDRANT
DISTANCE FROM FIRE TRUCK ACCESS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHP
OHP
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
U
U
U
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
(
1
5
0
'
P
U
B
L
I
C
R
/
W
)
S
T
A
N
D
A
R
D
U
S
T
F
I
E
L
D
D
I
E
S
E
L
U
S
T
F
I
E
L
D
6
7
6
6
6
13
10
NEW SHEETZ
STORE
6,879 SF
FFE = 26.00'
6
4
VAN
EV
EV
EV
EV
EV
STOP
10
53
23.2
Max 56° Horiz
Max 10° Vert
3.75
39 4
41
6.25
17.6
4.4 12 4.214.1
0.9
Sheetz - Food Delivery Truck
Overall Length 66.850ftOverall Width 8.500ft
Overall Body Height 12.052ft
Min Body Ground Clearance 1.334ft
Max Track Width 8.500ft
Lock-to-lock time 6.00s
Max Steering Angle (Virtual)17.90°
C2.5
FO
O
D
D
E
L
I
V
E
R
Y
T
R
U
C
K
P
A
T
H
E
X
H
I
B
I
T
332
P. BARBEAU
P. BARBEAU
NA
D
8
3
0
SCALE 1"=40'
80'40'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
V
E
H
C
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
7
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHP
OHP
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
U
U
U
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
(
1
5
0
'
P
U
B
L
I
C
R
/
W
)
S
T
A
N
D
A
R
D
U
S
T
F
I
E
L
D
D
I
E
S
E
L
U
S
T
F
I
E
L
D
6
7
6
6
6
13
10
NEW SHEETZ
STORE
6,879 SF
FFE = 26.00'
6
4
VAN
EV
EV
EV
EV
EV
STOP
10
43.83
21.67
Max 56° Horiz
Max 10° Vert
0.454 36.876 4.083
38.918 2.417
15.703
1.836 13.417 4.33
15.582
1.715
Sheetz - Fuel Delivery Truck
Overall Length 59.079ftOverall Width 8.500ft
Overall Body Height 12.052ft
Min Body Ground Clearance 1.334ft
Max Track Width 8.500ft
Lock-to-lock time 6.00s
Max Steering Angle (Virtual)17.90°
C2.6
FU
E
L
D
E
L
I
V
E
R
Y
T
R
U
C
K
P
A
T
H
E
X
H
I
B
I
T
332
P. BARBEAU
P. BARBEAU
NA
D
8
3
0
SCALE 1"=40'
80'40'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
V
E
H
C
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
7
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHP
OHP
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
U
U
U
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
(
1
5
0
'
P
U
B
L
I
C
R
/
W
)
S
T
A
N
D
A
R
D
U
S
T
F
I
E
L
D
D
I
E
S
E
L
U
S
T
F
I
E
L
D
6
7
6
6
6
13
10
NEW SHEETZ
STORE
6,879 SF
FFE = 26.00'
6
4
VAN
EV
EV
EV
EV
EV
STOP
10
43.83
21.67
Max 56° Horiz
Max 10° Vert
0.454 36.876 4.083
38.918 2.417
15.703
1.836 13.417 4.33
15.582
1.715
Sheetz - Fuel Delivery Truck
Overall Length 59.079ftOverall Width 8.500ft
Overall Body Height 12.052ft
Min Body Ground Clearance 1.334ft
Max Track Width 8.500ft
Lock-to-lock time 6.00s
Max Steering Angle (Virtual)17.90°
C2.7
DI
E
S
E
L
F
U
E
L
D
E
L
I
V
E
R
Y
T
R
U
C
K
P
A
T
H
E
X
H
I
B
I
T
332
P. BARBEAU
P. BARBEAU
NA
D
8
3
0
SCALE 1"=40'
80'40'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
V
E
H
C
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
7
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
PID: R03200-001-002-001
MATT HOLDINGS LLC
DB 6352 PG 1438
ZONE I-2
USE: TRUCK REPAIR SHOP
PID: R03200-002-002-000
RIVER BLUFF GROUP LLC
DB 5699 PG 1743
ZONE I-2
USE: VACANT
CONC. DRIVEWAY
GR
A
V
E
L
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
15" RCP
INV. = 30.44'
NEIGHBORING CONC.
PARKING LOT
NEIGHBORING GRAVEL
PARKING LOT
U
8" PVC SSWR FORCE MAIN
AT&T x3
AT&T
AT&T
PIEDMONT
CFPUA
T.B.M.
CAPPED 5/8" REBAR
TIMMONS GROUP #9000
N: 196,506.43'
E: 2,312,447.52'
ELEV.: 30.44'
G
G
G
G
W
W
W
W
W
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
G G
G
G
G
G
G
G
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
G
T
U
G
T
W
W
U
T
C
U
F
O
U
F
O
U
G
T
U
G
T
U
G
T
W
W
G
G
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
F
M
F
M
F
M
F
M
F
M
F
M
F
M
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
8" PVC WATER MAIN
16" PVC WATER MAIN
8" PVC WATER MAIN
16" PVC WATER MAIN
2" GAS LINE
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
(
1
5
0
'
P
U
B
L
I
C
R
/
W
)
TWO (2) 15' GATES
S
T
A
N
D
A
R
D
U
S
T
F
I
E
L
D
D
I
E
S
E
L
U
S
T
F
I
E
L
D
6
7
6
6
6
13
NEW SHEETZ
STORE
6,879 SF
FFE = 26.00'
6
4
VAN
EV
EV
EV
EV
EV
STOP
MA
T
C
H
L
I
N
E
S
H
E
E
T
C3
.
2
MA
T
C
H
L
I
N
E
S
H
E
E
T
C3
.
2
R
D
R
D
R
D
R
D
R
D
RD
S
D
S
D
S
D
S
D
SD
SD
R
D
R
D
R
D
RDRDRD
RD
RD
>>>
>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>
6''W
6''W
6''W
6''W
6''W
2''W
2''W
2''W
2''W
2''W
2''W2''W
G
G
G
G
G
G
G
U
G
P
F
M
FM
FM
FM
FM
FM
FM
FM
3
1
3
0292
8
27
25 26
2
4
23
2221
20
20
1
9
18
20
2
0
3
0
3
0
2
9
2
5
2
7
2
3
3
1
3
2
3
1
3
0
30
28
29
27
26
25
22 23
24
2
5
26
2
8
2
9
28
19
20
22
20
2
5
2
8
3
0
24
22
21
24
2221
25
25
25
26
2
6
2
4
2
5
25
22
19
21
20
2
6
28
25
206-CB
103-CB
204-CB203-CB
104-CB
102-CB
202-CB
205-DI
15" H
D
P
E
15" HDPE24" HDPE
15" HDPE
1
8
"
H
D
P
E
24" HDPE
18" HDPE
6" P
V
C
6" P
V
C
1
5
"
H
D
P
E
24
24
2
0
3
2
3
3
32
3
0
27
2
5
25
C
R
O
W
N
C
R
O
W
N
CR
O
W
N
CRO
W
N
CRO
W
N
C
R
O
W
N
CRO
W
N
24
25
CRO
W
N
2
9
26
25
24
25
FFE=25.60'
CR
O
W
N
ZG01
ZG01
ZG01
ZG02
ZG02
ZG03
ZG03
ZG03
ZG04
ZG05
ZG04
ZG05
ZG04
ZG05
ZG06
ZG06
ZG07
ZG07
ZG08
ZG10
ZG11
ZG12
ZG12
ZG16
ZG16
ZG15
ZG06
ZG15
ZG15
ZG04
ZG05
ZG13
ZG13
ZG13
ZG10
ZG14ZG14
2
8
2
7
25
26
27
28 29 30
31
25
24
25
25
25
2
9
2
8
2
7
26
25
2423
22
2
3
23
2
2
2
3
2
3
2
2
2
3
2
5
2625
2423
22
2120
21
2
9
2
82
7
3
0
2
9
2
8
2
7
26
25
3
0
30
31
2
7
50' BUILDING SETBACK
12.5' MIN. STREET YARD
8' PARKING SETBACK
ZG04
211-TD
210-TD
209-TD
ZG05 ZG05
ZG05ZG04
32
3
1
25
24
24
2
9
2
8
2
7
2
4
24
23
25
25
ZG17
ZG11
ZG06
8" P
V
C
105-CO
SHEETZ GRADING PLAN KEYNOTES
NUMBER DESCRIPTION
ZG01 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;
REFER TO ARCHITECTURAL PLANS.
ZG02
BUILDING / ARCHITECTURAL CANOPY DOWNSPOUT; REFER TO
ARCHITECTURAL PLANS. CONNECT ROOF DRAIN DOWN
SPOUTS UNDERGROUND TO STORM PIPE; REFER TO PLAN
FOR SIZE (TYP.).
ZG03
4" SCH. 40 PERFORRATED DRAIN PIPE UNDER BRICK
SIDEWALK PAVERS. @ 1.00% MINIMUM. WRAPPED WITH SILT
BARRIER FABRIC. TIE INTO STORM DRAIN SYSTEM; REFER TO
ARCHITECTURAL PLANS.
ZG04 CANOPY ROOF DRAIN (TYP.); REFER TO CANOPY PLANS.
ZG05 4" PVC PIPE (TYP); MIN. COVER OF 2' AND MIN. SLOPE OF 1%
ZG06 8" PVC PIPE; MIN. COVER OF 2' AND MIN. SLOPE OF 1%
ZG07 CANOPY TRENCH DRAIN; REFER TO DETAILS.
ZG08 TRUCK DIESEL MAINTENANCE BUILDING DOWNSPOUT; REFER
TO ARCHITECTURAL PLANS. OUTLET DOWNSPOUT TO GRADE.
ZG09 RIPRAP DISSIPATOR PAD (TYP.)
ZG10
CONNECT ROOF DRAIN TO THE STORM SYSTEM WITH A
BACKWATER VALVE. TIDEFLEX CHECKMATE INLINE VALVE OR
APPROVED EQUAL. REFER TO DETAIL.
ZG11 STORM CLEANOUT; TRAFFIC RATED IF WITHIN PAVEMENT
(TYP.).
ZG12
PROVIDE A STROM SNOUT AND AN 2' DEEP SUMP WITHIN
STORM STRUCTURE; REFER TO MANUFACTURER
SPECIFICATIONS AND DETAILS.
ZG13 24" CONCRETE FLUME
ZG14 VARIABLE WIDTH SCM ACCESS & MAINTENANCE EASEMENT
ZG15 5" STEP UP AT GAS DISPENSER PAD (TYP.)
ZG16 2.5% MAX SLOPE ON UST TANK PAD
ZG17 OIL/WATER SEPATATOR
GRADING AND STORMWATER MANAGEMENT NOTES
1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS
PREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF NEW
HANOVER COUNTY, THE APPLICABLE SECTIONS OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER
PERTINENT FEDERAL AND STATE LAWS.
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE
FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING
SAFETY AND HEALTH.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND
CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR
TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED
TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH
CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN
FIELD CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTOR
SHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.
4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN
THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY
NC "ONE CALL" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND
STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND
EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
5.ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS,
STRUCTURES AND ORGANIC TOPSOIL SHALL BE STRIPPED AND REMOVED
FROM NEW CONSTRUCTION AREAS UNLESS NOTED OTHERWISE.
6.ALL SLOPES SHALL BE 2:1 (HORIZONTAL: VERTICAL) MAXIMUM UNLESS
NOTED OTHERWISE. ALL SLOPES 3:1 OR GREATER SHALL BE PERMANENTLY
STABILIZED WITH VEGETATION.
7.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST BE PREPARED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
8.ALL AREAS NOT PAVED SHALL BE TOP SOILED, SEEDED, SODDED, MULCHED
AND/OR LANDSCAPE UNLESS OTHERWISE NOTED IN THE CONSTRUCTION
DRAWINGS, SITE SPECIFICATIONS OR INSTRUCTED BY THE OWNER.
9.CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PREPARED BY
GEOTECHNOLOGIES PRIOR TO INITIATION OF ANY EARTHWORK ACTIVITY.
10.ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS ON THE
PROJECT SURVEY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR AT
GROUNDBREAKING.
11.ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND
SURFACE UNLESS NOTED OTHERWISE.
12.CONTRACTOR SHALL REFERENCE DETAILED BUILDING PLANS FOR EXACT
BUILDING DIMENSIONS, ELEVATIONS, AND UTILITY CONNECTION POINTS.
13.CONTRACTOR SHALL COORDINATE FUEL ISLAND CANOPY DRAINS
CONNECTION TO THE MAIN COLLECTOR PIPE WITH THE SHEETZ
CONSTRUCTION MANAGER AND PROVIDE ALL NECESSARY FITTINGS TO
MAKE THE CONNECTION TO THE MAIN COLLECTOR PIPE.
14.CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER PIPE,
MANHOLES, AND INLETS TO THE SHEETZ CONSTRUCTION MANAGER FOR
APPROVAL.
15.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES SHALL BE PROVIDED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
16.ALL STORM PIPE SHALL BE AS SPECIFIED. ALL JOINTS SHALL BE
WATERTIGHT.
17.ALL STORM STRUCTURES ADJACENT TO CURBS SHALL BE NCDOT
STANDARD.
18.ALL STORM STRUCTURES DIRECTLY DOWN GRADIENT OF THE FUEL PUMP
PAD OR UNDERGROUND STORAGE TANKS SHALL HAVE A SUMP AND BMP
FEATURE (FOR EXAMPLE 'SNOUT') INSTALLED ON THE OUTFLOW PIPE.
19.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION
SET FOR OTHER PERTINENT INFORMATION.
C3.1
GR
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
332
332
P. BARBEAU
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
G
R
A
D
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
8
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
PID: R03200-001-002-000
MATT HOLDINGS LLC
DB 6229 PG 2607
ZONE I-2
USE: TRUCK REPAIR SHOP
X
X
X
X
X
X
ASPHALT
ASPHALT
UNKNOWN INDUSTRIAL
RUBBLE/DETRITUS
CONC.
G
R
A
V
E
L
G
R
A
V
E
L
R
R
T
R
A
C
K
S
G
R
A
V
E
L
R
R
T
R
A
C
K
S
ASPHALT
CONC.
PID: R03200-002-021-000
M & M FAMILY REAL ESTATE, LLC
DB 5817 PG 2991
LOTS 1, 2 & 3 - MB 41 PG 127
ZONE I-2
USE: TRUCK SALES
1
3
0
'
S
E
A
B
O
A
R
D
C
O
A
S
T
L
I
N
E
R
R
E
A
S
E
M
E
N
T
S
H
O
W
N
O
N
M
B
4
1
P
G
1
2
7
PUMP
10
10
MA
T
C
H
L
I
N
E
S
H
E
E
T
C3
.
1
MA
T
C
H
L
I
N
E
S
H
E
E
T
C3
.
1
RD
RD
RD
RD
RD
RD
>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
24" HDPE
101-CB
301-CB
201-CB
200-FES
100-FES
300-FES
24"
H
D
P
E
24" HDPE
18" HDPE
25
21
20
23
25
21
29
20
20
19
1
9
18
1
8
18
18
20
25
22
28
30
25
27
30
28
25
25
23
2
1
2
5
2
2
27
2
7
2
6
25
20
1
7
1
8
25
22
19
3
0
31
23
22
22
18
18
15
19
14
ZG12
ZG12
ZG12
ZG14
ZG14
ZG14
INFILTRATION BASIN
STORMWATER CONTROL MEASURE
21
20
20
2
0
20
20
21
19
19
2023
20
24
25
27
30
33
23
22
21
20
25
27
23
20
20
19
14
15
16
17
18
15
14
15
14
20
18
15
14
15
16
17
1819
15
15
14
14
19
15
17
ZG06
ZG06
21
2
1
21
ZG09
ZG09
ZG09
25
2426
SHEETZ GRADING PLAN KEYNOTES
NUMBER DESCRIPTION
ZG01 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;
REFER TO ARCHITECTURAL PLANS.
ZG02
BUILDING / ARCHITECTURAL CANOPY DOWNSPOUT; REFER TO
ARCHITECTURAL PLANS. CONNECT ROOF DRAIN DOWN
SPOUTS UNDERGROUND TO STORM PIPE; REFER TO PLAN
FOR SIZE (TYP.).
ZG03
4" SCH. 40 PERFORRATED DRAIN PIPE UNDER BRICK
SIDEWALK PAVERS. @ 1.00% MINIMUM. WRAPPED WITH SILT
BARRIER FABRIC. TIE INTO STORM DRAIN SYSTEM; REFER TO
ARCHITECTURAL PLANS.
ZG04 CANOPY ROOF DRAIN (TYP.); REFER TO CANOPY PLANS.
ZG05 4" PVC PIPE (TYP); MIN. COVER OF 2' AND MIN. SLOPE OF 1%
ZG06 8" PVC PIPE; MIN. COVER OF 2' AND MIN. SLOPE OF 1%
ZG07 CANOPY TRENCH DRAIN; REFER TO DETAILS.
ZG08 TRUCK DIESEL MAINTENANCE BUILDING DOWNSPOUT; REFER
TO ARCHITECTURAL PLANS. OUTLET DOWNSPOUT TO GRADE.
ZG09 RIPRAP DISSIPATOR PAD (TYP.)
ZG10
CONNECT ROOF DRAIN TO THE STORM SYSTEM WITH A
BACKWATER VALVE. TIDEFLEX CHECKMATE INLINE VALVE OR
APPROVED EQUAL. REFER TO DETAIL.
ZG11 STORM CLEANOUT; TRAFFIC RATED IF WITHIN PAVEMENT
(TYP.).
ZG12
PROVIDE A STROM SNOUT AND AN 2' DEEP SUMP WITHIN
STORM STRUCTURE; REFER TO MANUFACTURER
SPECIFICATIONS AND DETAILS.
ZG13 24" CONCRETE FLUME
ZG14 VARIABLE WIDTH SCM ACCESS & MAINTENANCE EASEMENT
ZG15 5" STEP UP AT GAS DISPENSER PAD (TYP.)
ZG16 2.5% MAX SLOPE ON UST TANK PAD
ZG17 OIL/WATER SEPATATOR
GRADING AND STORMWATER MANAGEMENT NOTES
1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS
PREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF NEW
HANOVER COUNTY, THE APPLICABLE SECTIONS OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER
PERTINENT FEDERAL AND STATE LAWS.
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE
FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING
SAFETY AND HEALTH.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND
CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR
TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED
TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH
CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN
FIELD CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTOR
SHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.
4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN
THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY
NC "ONE CALL" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND
STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND
EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
5.ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS,
STRUCTURES AND ORGANIC TOPSOIL SHALL BE STRIPPED AND REMOVED
FROM NEW CONSTRUCTION AREAS UNLESS NOTED OTHERWISE.
6.ALL SLOPES SHALL BE 2:1 (HORIZONTAL: VERTICAL) MAXIMUM UNLESS
NOTED OTHERWISE. ALL SLOPES 3:1 OR GREATER SHALL BE PERMANENTLY
STABILIZED WITH VEGETATION.
7.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST BE PREPARED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
8.ALL AREAS NOT PAVED SHALL BE TOP SOILED, SEEDED, SODDED, MULCHED
AND/OR LANDSCAPE UNLESS OTHERWISE NOTED IN THE CONSTRUCTION
DRAWINGS, SITE SPECIFICATIONS OR INSTRUCTED BY THE OWNER.
9.CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PREPARED BY
GEOTECHNOLOGIES PRIOR TO INITIATION OF ANY EARTHWORK ACTIVITY.
10.ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS ON THE
PROJECT SURVEY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR AT
GROUNDBREAKING.
11.ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND
SURFACE UNLESS NOTED OTHERWISE.
12.CONTRACTOR SHALL REFERENCE DETAILED BUILDING PLANS FOR EXACT
BUILDING DIMENSIONS, ELEVATIONS, AND UTILITY CONNECTION POINTS.
13.CONTRACTOR SHALL COORDINATE FUEL ISLAND CANOPY DRAINS
CONNECTION TO THE MAIN COLLECTOR PIPE WITH THE SHEETZ
CONSTRUCTION MANAGER AND PROVIDE ALL NECESSARY FITTINGS TO
MAKE THE CONNECTION TO THE MAIN COLLECTOR PIPE.
14.CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER PIPE,
MANHOLES, AND INLETS TO THE SHEETZ CONSTRUCTION MANAGER FOR
APPROVAL.
15.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES SHALL BE PROVIDED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
16.ALL STORM PIPE SHALL BE AS SPECIFIED. ALL JOINTS SHALL BE
WATERTIGHT.
17.ALL STORM STRUCTURES ADJACENT TO CURBS SHALL BE NCDOT
STANDARD.
18.ALL STORM STRUCTURES DIRECTLY DOWN GRADIENT OF THE FUEL PUMP
PAD OR UNDERGROUND STORAGE TANKS SHALL HAVE A SUMP AND BMP
FEATURE (FOR EXAMPLE 'SNOUT') INSTALLED ON THE OUTFLOW PIPE.
19.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION
SET FOR OTHER PERTINENT INFORMATION.
C3.2
GR
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
332
332
P. BARBEAU
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
G
R
A
D
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
8
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
STORM STRUCTURE TABLE
STR. #
100-FES
101-CB
102-CB
103-CB
104-CB
105-CO
200-FES
201-CB
202-CB
203-CB
204-CB
205-DI
206-CB
207-OWS
208-OWS
209-TD
210-TD
211-TD
300-FES
301-CB
TOP
15.38'
19.50'
22.70'
24.11'
23.74'
20.03'
15.67'
19.48'
22.14'
24.87'
23.89'
18.85'
24.33'
18.73'
18.84'
19.18'
20.02'
20.34'
15.44'
19.43'
INV. IN
14.00' (24" HDPE FROM 101-CB)
15.66' (24" HDPE FROM 102-CB)
17.60' (15" HDPE FROM 103-CB)
17.70' (8" PVC FROM 105-CO)
19.47' (15" HDPE FROM 104-CB)
14.00' (24" HDPE FROM 201-CB)
14.22' (24" HDPE FROM 202-CB)
15.91' (18" HDPE FROM 203-CB)
15.91' (18" HDPE FROM 205-DI)
17.06' (15" HDPE FROM 206-CB)
17.16' (15" HDPE FROM 204-CB)
17.60' (6" PVC FROM 207-OWS)
18.19' (6" PVC FROM 208-OWS)
18.30' (6" PVC FROM 209-TD)
18.64' (6" PVC FROM 210-TD)
19.48' (6" PVC FROM 211-TD)
14.00' (18" HDPE FROM 301-CB)
INV. OUT
15.56' (24" HDPE TO 100-FES)
17.50' (24" HDPE TO 101-CB)
19.37' (15" HDPE TO 102-CB)
20.74' (15" HDPE TO 103-CB)
19.01' (8" PVC TO 102-CB)
14.12' (24" HDPE TO 200-FES)
15.81' (24" HDPE TO 201-CB)
16.96' (18" HDPE TO 202-CB)
19.97' (15" HDPE TO 203-CB)
16.35' (18" HDPE TO 202-CB)
17.50' (15" HDPE TO 203-CB)
18.19' (6" PVC TO 206-CB)
18.30' (6" PVC TO 207-OWS)
18.64' (6" PVC TO 208-OWS)
19.48' (6" PVC TO 209-TD)
19.80' (6" PVC TO 210-TD)
14.25' (18" HDPE TO 300-FES)
DESCRIPTION
FLARED END SECTION
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
6 '' Cleanout
FLARED END SECTION
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.04 OPEN THROAT CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
OIL/WATER SEPARATOR EXIT
OIL/WATER SEPARATOR ENTER
ZURN TRENCH DRAIN
MODEL Z-886 NO 8609
ZURN TRENCH DRAIN
MODEL Z-886 NO 8609
ZURN TRENCH DRAIN
MODEL Z-886 NO 8609
FLARED END SECTION
NCDOT 840.02 CONCRETE CATCH BASIN
STORM PIPE TABLE
FROM - TO
101-CB - 100-FES
102-CB - 101-CB
103-CB - 102-CB
104-CB - 103-CB
105-CO - 102-CB
201-CB - 200-FES
202-CB - 201-CB
203-CB - 202-CB
204-CB - 203-CB
205-DI - 202-CB
206-CB - 203-CB
207-OWS - 206-CB
208-OWS - 207-OWS
209-TD - 208-OWS
210-TD - 209-TD
211-TD - 210-TD
301-CB - 300-FES
UPSTREAM
INVERT
15.56'
17.50'
19.37'
20.74'
19.01'
14.12'
15.81'
16.96'
19.97'
16.35'
17.50'
18.19'
18.30'
18.64'
19.48'
19.80'
14.25'
DOWNSTREAM
INVERT
14.00'
15.66'
17.60'
19.47'
17.70'
14.00'
14.22'
15.91'
17.16'
15.91'
17.06'
17.60'
18.19'
18.30'
18.64'
19.48'
14.00'
SLOPE
0.87%
0.70%
1.00%
1.00%
1.00%
0.50%
0.52%
1.00%
2.00%
0.50%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
LENGTH
178.76 LF
262.57 LF
176.73 LF
126.79 LF
131.37 LF
25.00 LF
304.16 LF
104.98 LF
140.29 LF
87.13 LF
44.08 LF
59.00 LF
11.00 LF
33.53 LF
84.00 LF
32.15 LF
25.00 LF
DIA.
24"
24"
15"
15"
8"
24"
24"
18"
15"
18"
15"
6"
6"
6"
6"
6"
18"
MATERIAL
HDPE
HDPE
HDPE
HDPE
PVC
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
PVC
PVC
PVC
PVC
PVC
HDPE
DESCRIPTION
24" HDPE
24" HDPE
15" HDPE
15" HDPE
8" PVC
24" HDPE
24" HDPE
18" HDPE
15" HDPE
18" HDPE
15" HDPE
6" PVC
6" PVC
6" PVC
6" PVC
6" PVC
18" HDPE
C3.3
ST
O
R
M
T
A
B
L
E
S
332
P. BARBEAU
P. BARBEAU
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
G
R
A
D
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
8
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
PID: R03200-001-002-001
MATT HOLDINGS LLC
DB 6352 PG 1438
ZONE I-2
USE: TRUCK REPAIR SHOP
PID: R03200-002-002-000
RIVER BLUFF GROUP LLC
DB 5699 PG 1743
ZONE I-2
USE: VACANT
CONC. DRIVEWAY
GR
A
V
E
L
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
15" RCP
INV. = 30.44'
NEIGHBORING CONC.
PARKING LOT
NEIGHBORING GRAVEL
PARKING LOT
U
8" PVC SSWR FORCE MAIN
AT&T x3
AT&T
AT&T
PIEDMONT
CFPUA
9.88' FENCE
ENCROACHMENT
G
G
G
G
W
W
W
W
W
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
G G
G
G
G
G
G
G
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
G
T
U
G
T
W
W
U
T
C
U
F
O
U
F
O
U
G
T
U
G
T
U
G
T
W
W
G
G
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
F
M
F
M
F
M
F
M
F
M
F
M
F
M
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
8" PVC WATER MAIN
16" PVC WATER MAIN
8" PVC WATER MAIN
16" PVC WATER MAIN
2" GAS LINE
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
(
1
5
0
'
P
U
B
L
I
C
R
/
W
)
TWO (2) 15' GATES
S
T
A
N
D
A
R
D
U
S
T
F
I
E
L
D
D
I
E
S
E
L
U
S
T
F
I
E
L
D
6
7
6
6
6
13
6
4
VAN
EV
EV
EV
EV
EV
STOP
MA
T
C
H
L
I
N
E
S
H
E
E
T
C5
.
2
MA
T
C
H
L
I
N
E
S
H
E
E
T
C5
.
2
R
D
R
D
R
D
R
D
R
D
RD
S
D
S
D
S
D
S
D
SD
SD
R
D
R
D
R
D
RDRDRD
RD
RD
6''W
6''W
6''W
6''W
6''W
2''W
2''W
2''W
2''W
2''W
2''W2''W
G
G
G
G
G
G
G
U
G
P
F
M
FM
FM
FM
FM
FM
FM
FM
ZU01
ZU02
ZU05
ZU06
ZU07
ZU10
ZU12
ZU13
ZU14
ZU23
ZU21
ZU22
ZU46 ZU46
ZU46
ZU46
ZU04
ZU47 ZU47
ZU03
ZU20
ZU43
ZU42
ZU44
ZU31
ZU31
ZU36
ZU41
ZU19
ZU19
ZU33
ZU34
ZU34
ZU34
ZU34
ZU34
ZU08
ZU40
ZU38
ZU09
ZU11
ZU30
ZU30
ZU30
ZU17
ZU27
101-CO
INV OUT 21.60
102-CO
INV OUT 21.92
104-BUILDING
INV OUT 22.00
201-BUILDING
INV OUT 22.00
103-BUILDING
INV OUT 22.00
100-CO
INV OUT 21.07
LIFT STATION
INV IN 20.30
6" PVC
6
"
P
V
C
4" PVC
6" PV
C
4" PVC
GREASE TRAP ENTER
INV IN 21.24
GREASE TRAP EXIT
INV OUT 21.11
ZU26
ZU28
200-CO
INV OUT 21.26
ZU1650' BUILDING SETBACK
12.5' MIN. STREET YARD
8' PARKING SETBACK
ZU15
SHEETZ UTILITY PLAN KEYNOTES
NUMBER DESCRIPTION
ZU01
CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR
TO START OF CONSTRUCTION. IMMEDIATELY NOTIFY SHEETZ
AND CIVIL ENGINEER OF RECORD IF DISCREPANCIES OR
CONFLICTS ARE FOUND.
ZU02 DOMESTIC WATER SERVICE POINT OF CONNECTION.
ZU03 6" PRIVATE DIP FIRE WATER LINE
ZU04 2" PVC DOMESTIC WATER SERVICE. SERVICE LINE SHALL HAVE
3' MINIMUM COVER.
ZU05 1.5" DOMESTIC WATER METER.
ZU06
1.5" DOMESTIC RPZ BACKFLOW PREVENTER (PER CFPUA
REQUIREMENTS) DOWNSTREAM OF THE DOMESTIC WATER
METER. PROVIDE POWER TO HOT BOX.
ZU07 WATER LINE POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
ZU08
PRIVATE FIRE HYDRANT ASSEMBLY (TYP.) TO BE INSTALLED
PER CAPE FEAR PUBIC UTILITY AUTHORITY (CFPUA)
SPECIFICATIONS.
ZU09 FIRE LINE SERVICE POINT OF CONNECTION
ZU10 IRRIGATION WATER SERVICE POINT OF CONNECTION.
ZU11 6" GATE VALVE
ZU12
1" PVC IRRIGATION WATER SERVICE. SERVICE LINE SHALL
HAVE 3' MINIMUM COVER. INSTALL IRRIGATION SLEEVES
UNDER PAVEMENT. REFER TO IRRIGATION PLANS FOR
QUANTITIY, SIZE, MATERIAL, AND LOCATIONS. VERIFY EXACT
LOCATION WITH SHEETZ CONSTRUCTION MANAGER PRIOR TO
PLACING PAVEMENT.
ZU13 1" IRRIGATION WATER METER.
ZU14
1" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE IRRIGATION WATER
METER. PROVIDE POWER TO HOT BOX.
ZU15 1.25" PVC SDR 9 FORCE MAIN; REFER TO LIFT STATION PLANS.
ZU16 SANITARY SEWER POINT OF CONNECTION. REFER TO LIFT
STATION PLANS.
ZU17 6" FIRE RPDA BACKFLOW PREVENTER (PER CFPUA
STANDARDS)
ZU19 SANITARY SEWER CLEANOUT. TRAFFIC RATED IF WITHIN
PAVEMENT (TYP.).
ZU20 2,000 GALLON GREASE TRAP; REFER TO SHEETZ DETAIL 21
AND MEP PLANS FOR VENTING DETAILS.
ZU21 SANITARY SEWER POINT OF ENTRY TO BUILDING; REFER TO
MEP PLANS BY OTHERS.
ZU22 GREASE SERVICE POINT OF ENTRY TO BUILDING; REFER TO
MEP PLANS BY OTHERS.
ZU23 SANITARY SEWER LIFT STATION; REFER TO LIFT STATION
PLANS AND MEP PLANS BY OTHERS.
ZU26
ELECTRIC TRANSFORMER PAD LOCATION. COORDINATE WITH
LOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE
PROPOSED TRANSFORMER PAD LOCATION. PROVIDE TWO (2)
6" PVC CONDUITS BETWEEN POINT OF CONNECTION AND
TRANSFORMER. 24" MINIMUM BURY DEPTH WITH 18" OF
VERTICAL SEPARATION AT WATER AND SEWER CROSSINGS.
ZU27
BUILDING SECONDARY ELECTRIC SERVICE LINE; FOUR 4" SCH.
40 PVC CONDUITS WITH FOUR SETS OF EITHER 350 MCM
COPPER WIRE OR 500 MCM ALUMINUM WIRE.
ZU28 ELECTRIC SERVICE POINT OF ENTRY TO BUILDING; REFER TO
MEP PLANS BY OTHERS.
ZU30
PROVIDE POWER TO EMERGENCY SHUT-OFF SWITCH; REFER
TO ELECTRICAL, UNDERGROUND STORAGE TANK SYSTEM
PLANS, AND SHEETZ DETAIL 29.
ZU31 PROVIDE POWER TO AIR MACHINE. INSTALL ONE 1" SCH. 40
PVC CONDUIT.
ZU33
PROVIDE POWER TO PYLON SIGN; WIRED BY BUILDING
ELECTRICAL CONTRACTOR. VERIFY EXACT LOCATION AND
DESIGN BEFORE ROUGH-IN. PERMITTED BY OTHERS.
ZU34
LIGHT POLE BASE (TYP. - PER LIGHTING PLAN); REFER TO
SHEETZ DETAIL 33 AND LIGHTING PLANS BY OTHERS. INSTALL
ONE 1" SCH. 40 PVC CONDUIT WITH A #10AWG WIRE. NO MORE
THAN 3 LIGHT POLES ON ONE CONDUIT OUT OF BUILDING.
ZU36 FLAGPOLE GROUND LIGHTING; REFER TO SHEETZ DETAILS 13
AND 14. WIRED BY BUILDING ELECTRICAL CONTRACTOR.
ZU38 NATURAL GAS SERVICE POINT OF CONNECTION.
ZU40 NATURAL GAS SERVICE CONSTRUCTED BY LOCAL PROVIDER.
ZU41 NATURAL GAS SERVICE METER LOCATION AND POINT OF
ENTRY TO BUILDING; REFER TO MEP PLANS BY OTHERS.
ZU42 DRIVE-THRU ORDER POINT; REFER TO ORDER POINT DETAILS
ON DT-2.
ZU43 DRIVE-THRU MENU BOARD; REFER TO MENU BOARD DETAIL
ON DT-2.
ZU44 CANOPY OIL / WATER SEPARATOR; REFER TO UNDERGROUND
STORAGE TANK SYSTEM PLANS.
ZU46 TRUCK DIESEL NON-FREEZE YARD HYDRANT (TYP.); REFER TO
SHEETZ DETAILS 36 AND 41 OR APPROVED EQUAL.
ZU47 2" x 1" TEE, 1" CURB STOP, AND 1" PVC WATER SERVICE TO
TRUCK DIESEL YARD HYDRANT.
UTILITY NOTES
1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF THE NEW
HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA), THE APPLICABLE SECTIONS OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS.
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING
SAFETY AND HEALTH.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED
PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS
FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN FIELD CONDITIONS AND DESIGN PLANS ARE
DISCOVERED, CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.
4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL
NOTIFY NC "ONE CALL" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE
SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND
UNDERGROUND STRUCTURES.
5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALL UTILITY WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL AND
STATE CODES AND REGULATIONS.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH THE INSTALLATION, INSPECTING, TESTING AND FINAL
ACCEPTANCE OF ALL PROPOSED UTILITY CONSTRUCTION UNLESS OTHERWISE COORDINATED BEFOREHAND WITH SHEETZ.
7.CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY ON THE ADDITION, REMOVAL AND/OR RELOCATION OF UTILITIES
AND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED UTILITIES TO THE SHEETZ PROJECT STRUCTURES.
8.ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES ARE INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHER
PERFORMED BY THE CONTRACTOR OR NOT.
9.AN AS-BUILD DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON
COMPLETION OF THE PROJECT.
10.UTILITY COMPANIES AND CONTACTS ARE LISTED ON SHEET C0.0.
11.CONDUIT LOCATIONS TO FREESTANDING SIGNS AND SITE LIGHT POLES TO BE COORDINATED WITH SHEETZ CONSTRUCTION MANAGER.
12.CONTRACTOR SHALL COORDINATE AND VERIFY WITH SHEETZ CONSTRUCTION MANAGER ON LOCATION AND SIZE OF THE STORE GREASE TRAP.
GREASE TRAP SHALL BE PROVIDED WITH "T" PIPE IN OUTFLOW CHAMBER. ALL SANITARY SEWER PIPE SHALL BE THE SDR-35 PVC UNLESS
OTHERWISE NOTED.
13.CONTRACTOR SHALL COORDINATE WITH SHEETZ CONSTRUCTION MANAGER AND SHEETZ IT DEPARTMENT ON THE CONDUIT ROUTE TO STORE
FOR TELE/COMMUNICATION SERVICES.
14.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.
C5.1
UT
I
L
I
T
Y
P
L
A
N
332
332
P. BARBEAU
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
U
T
I
L
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
8
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
PID: R03200-001-002-000
MATT HOLDINGS LLC
DB 6229 PG 2607
ZONE I-2
USE: TRUCK REPAIR SHOP
X
X
X
X
X
X
ASPHALT
ASPHALT
UNKNOWN INDUSTRIAL
RUBBLE/DETRITUS
CONC.
G
R
A
V
E
L
G
R
A
V
E
L
R
R
T
R
A
C
K
S
G
R
A
V
E
L
R
R
T
R
A
C
K
S
ASPHALT
CONC.
PID: R03200-002-021-000
M & M FAMILY REAL ESTATE, LLC
DB 5817 PG 2991
LOTS 1, 2 & 3 - MB 41 PG 127
ZONE I-2
USE: TRUCK SALES
1
3
0
'
S
E
A
B
O
A
R
D
C
O
A
S
T
L
I
N
E
R
R
E
A
S
E
M
E
N
T
S
H
O
W
N
O
N
M
B
4
1
P
G
1
2
7
PUMP
10
10
MA
T
C
H
L
I
N
E
S
H
E
E
T
C5
.
1
MA
T
C
H
L
I
N
E
S
H
E
E
T
C5
.
1
RD
RD
RD
RD
RD
RD
ZU34
ZU34
ZU34
ZU34
ZU34
INFILTRATION BASIN
STORMWATER CONTROL MEASURE
ZU34
SHEETZ UTILITY PLAN KEYNOTES
NUMBER DESCRIPTION
ZU01
CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR
TO START OF CONSTRUCTION. IMMEDIATELY NOTIFY SHEETZ
AND CIVIL ENGINEER OF RECORD IF DISCREPANCIES OR
CONFLICTS ARE FOUND.
ZU02 DOMESTIC WATER SERVICE POINT OF CONNECTION.
ZU03 6" PRIVATE DIP FIRE WATER LINE
ZU04 2" PVC DOMESTIC WATER SERVICE. SERVICE LINE SHALL HAVE
3' MINIMUM COVER.
ZU05 1.5" DOMESTIC WATER METER.
ZU06
1.5" DOMESTIC RPZ BACKFLOW PREVENTER (PER CFPUA
REQUIREMENTS) DOWNSTREAM OF THE DOMESTIC WATER
METER. PROVIDE POWER TO HOT BOX.
ZU07 WATER LINE POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
ZU08
PRIVATE FIRE HYDRANT ASSEMBLY (TYP.) TO BE INSTALLED
PER CAPE FEAR PUBIC UTILITY AUTHORITY (CFPUA)
SPECIFICATIONS.
ZU09 FIRE LINE SERVICE POINT OF CONNECTION
ZU10 IRRIGATION WATER SERVICE POINT OF CONNECTION.
ZU11 6" GATE VALVE
ZU12
1" PVC IRRIGATION WATER SERVICE. SERVICE LINE SHALL
HAVE 3' MINIMUM COVER. INSTALL IRRIGATION SLEEVES
UNDER PAVEMENT. REFER TO IRRIGATION PLANS FOR
QUANTITIY, SIZE, MATERIAL, AND LOCATIONS. VERIFY EXACT
LOCATION WITH SHEETZ CONSTRUCTION MANAGER PRIOR TO
PLACING PAVEMENT.
ZU13 1" IRRIGATION WATER METER.
ZU14
1" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE IRRIGATION WATER
METER. PROVIDE POWER TO HOT BOX.
ZU15 1.25" PVC SDR 9 FORCE MAIN; REFER TO LIFT STATION PLANS.
ZU16 SANITARY SEWER POINT OF CONNECTION. REFER TO LIFT
STATION PLANS.
ZU17 6" FIRE RPDA BACKFLOW PREVENTER (PER CFPUA
STANDARDS)
ZU19 SANITARY SEWER CLEANOUT. TRAFFIC RATED IF WITHIN
PAVEMENT (TYP.).
ZU20 2,000 GALLON GREASE TRAP; REFER TO SHEETZ DETAIL 21
AND MEP PLANS FOR VENTING DETAILS.
ZU21 SANITARY SEWER POINT OF ENTRY TO BUILDING; REFER TO
MEP PLANS BY OTHERS.
ZU22 GREASE SERVICE POINT OF ENTRY TO BUILDING; REFER TO
MEP PLANS BY OTHERS.
ZU23 SANITARY SEWER LIFT STATION; REFER TO LIFT STATION
PLANS AND MEP PLANS BY OTHERS.
ZU26
ELECTRIC TRANSFORMER PAD LOCATION. COORDINATE WITH
LOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE
PROPOSED TRANSFORMER PAD LOCATION. PROVIDE TWO (2)
6" PVC CONDUITS BETWEEN POINT OF CONNECTION AND
TRANSFORMER. 24" MINIMUM BURY DEPTH WITH 18" OF
VERTICAL SEPARATION AT WATER AND SEWER CROSSINGS.
ZU27
BUILDING SECONDARY ELECTRIC SERVICE LINE; FOUR 4" SCH.
40 PVC CONDUITS WITH FOUR SETS OF EITHER 350 MCM
COPPER WIRE OR 500 MCM ALUMINUM WIRE.
ZU28 ELECTRIC SERVICE POINT OF ENTRY TO BUILDING; REFER TO
MEP PLANS BY OTHERS.
ZU30
PROVIDE POWER TO EMERGENCY SHUT-OFF SWITCH; REFER
TO ELECTRICAL, UNDERGROUND STORAGE TANK SYSTEM
PLANS, AND SHEETZ DETAIL 29.
ZU31 PROVIDE POWER TO AIR MACHINE. INSTALL ONE 1" SCH. 40
PVC CONDUIT.
ZU33
PROVIDE POWER TO PYLON SIGN; WIRED BY BUILDING
ELECTRICAL CONTRACTOR. VERIFY EXACT LOCATION AND
DESIGN BEFORE ROUGH-IN. PERMITTED BY OTHERS.
ZU34
LIGHT POLE BASE (TYP. - PER LIGHTING PLAN); REFER TO
SHEETZ DETAIL 33 AND LIGHTING PLANS BY OTHERS. INSTALL
ONE 1" SCH. 40 PVC CONDUIT WITH A #10AWG WIRE. NO MORE
THAN 3 LIGHT POLES ON ONE CONDUIT OUT OF BUILDING.
ZU36 FLAGPOLE GROUND LIGHTING; REFER TO SHEETZ DETAILS 13
AND 14. WIRED BY BUILDING ELECTRICAL CONTRACTOR.
ZU38 NATURAL GAS SERVICE POINT OF CONNECTION.
ZU40 NATURAL GAS SERVICE CONSTRUCTED BY LOCAL PROVIDER.
ZU41 NATURAL GAS SERVICE METER LOCATION AND POINT OF
ENTRY TO BUILDING; REFER TO MEP PLANS BY OTHERS.
ZU42 DRIVE-THRU ORDER POINT; REFER TO ORDER POINT DETAILS
ON DT-2.
ZU43 DRIVE-THRU MENU BOARD; REFER TO MENU BOARD DETAIL
ON DT-2.
ZU44 CANOPY OIL / WATER SEPARATOR; REFER TO UNDERGROUND
STORAGE TANK SYSTEM PLANS.
ZU46 TRUCK DIESEL NON-FREEZE YARD HYDRANT (TYP.); REFER TO
SHEETZ DETAILS 36 AND 41 OR APPROVED EQUAL.
ZU47 2" x 1" TEE, 1" CURB STOP, AND 1" PVC WATER SERVICE TO
TRUCK DIESEL YARD HYDRANT.
UTILITY NOTES
1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF THE NEW
HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA), THE APPLICABLE SECTIONS OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS.
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING
SAFETY AND HEALTH.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED
PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS
FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN FIELD CONDITIONS AND DESIGN PLANS ARE
DISCOVERED, CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.
4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL
NOTIFY NC "ONE CALL" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE
SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND
UNDERGROUND STRUCTURES.
5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALL UTILITY WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL AND
STATE CODES AND REGULATIONS.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH THE INSTALLATION, INSPECTING, TESTING AND FINAL
ACCEPTANCE OF ALL PROPOSED UTILITY CONSTRUCTION UNLESS OTHERWISE COORDINATED BEFOREHAND WITH SHEETZ.
7.CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY ON THE ADDITION, REMOVAL AND/OR RELOCATION OF UTILITIES
AND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED UTILITIES TO THE SHEETZ PROJECT STRUCTURES.
8.ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES ARE INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHER
PERFORMED BY THE CONTRACTOR OR NOT.
9.AN AS-BUILD DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON
COMPLETION OF THE PROJECT.
10.UTILITY COMPANIES AND CONTACTS ARE LISTED ON SHEET C0.0.
11.CONDUIT LOCATIONS TO FREESTANDING SIGNS AND SITE LIGHT POLES TO BE COORDINATED WITH SHEETZ CONSTRUCTION MANAGER.
12.CONTRACTOR SHALL COORDINATE AND VERIFY WITH SHEETZ CONSTRUCTION MANAGER ON LOCATION AND SIZE OF THE STORE GREASE TRAP.
GREASE TRAP SHALL BE PROVIDED WITH "T" PIPE IN OUTFLOW CHAMBER. ALL SANITARY SEWER PIPE SHALL BE THE SDR-35 PVC UNLESS
OTHERWISE NOTED.
13.CONTRACTOR SHALL COORDINATE WITH SHEETZ CONSTRUCTION MANAGER AND SHEETZ IT DEPARTMENT ON THE CONDUIT ROUTE TO STORE
FOR TELE/COMMUNICATION SERVICES.
14.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.
C5.2
UT
I
L
I
T
Y
P
L
A
N
332
332
P. BARBEAU
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
U
T
I
L
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
8
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
PID: R03200-001-002-001
MATT HOLDINGS LLC
DB 6352 PG 1438
ZONE I-2
USE: TRUCK REPAIR SHOP
PID: R03200-002-002-000
RIVER BLUFF GROUP LLC
DB 5699 PG 1743
ZONE I-2
USE: VACANT
TD-022-PRSE-10
TD-025-PITA-13
TD-023-PIPA-14
TD-021-QULA-8 TD-019-PIPA-8
TD-020-PIPA-10
TD-018-PIPA-10
TD-017-QULA-12
TD-007-QULA-10
TD-008-QULA-14 TD-010-QULA-8
TD-009-QULA-10
TD-006-QULA-11
TD-005-QULA-10TD-004-PITA-21
TD-001-PITA-14
TD-022-PRSE-10 VZ
TD-074-QULA-23
CONC. DRIVEWAY
GR
A
V
E
L
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
15" RCP
INV. = 30.44'
NEIGHBORING CONC.
PARKING LOT
NEIGHBORING GRAVEL
PARKING LOT
U
8" PVC SSWR FORCE MAIN
AT&T x3
AT&T
AT&T
PIEDMONT
CFPUA
9.88' FENCE
ENCROACHMENT
G
G
G
G
W
W
W
W
W
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
G G
G
G
G
G
G
G
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
G
T
U
G
T
W
W
U
T
C
U
F
O
U
F
O
U
G
T
U
G
T
W
W
G
G
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
U
F
O
F
M
F
M
F
M
F
M
F
M
F
M
F
M
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
8" PVC WATER MAIN
16" PVC WATER MAIN
8" PVC WATER MAIN
16" PVC WATER MAIN
2" GAS LINE
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
TWO (2) 15' GATES
S
T
A
N
D
A
R
D
U
S
T
F
I
E
L
D
D
I
E
S
E
L
U
S
T
F
I
E
L
D
6
7
6
6
6
13
NEW SHEETZ
STORE
6,879 SF
FFE = 26.00'
6
4
VAN
EV
EV
EV
EV
EV
STOP
MA
T
C
H
L
I
N
E
S
H
E
E
T
C6
.
2
MA
T
C
H
L
I
N
E
S
H
E
E
T
C6
.
2
R
D
R
D
R
D
R
D
R
D
RD
R
D
R
D
R
D
RDRDRD
RD
RD
6''W
6''W
6''W
6''W
6''W
2''W
2''W
2''W
2''W
2''W
2''W2''W
G
G
G
G
G
G
G
U
G
P
F
M
FM
FM
FM
FM
FM
FM
FM
LC (47)
LC (60)
LC (13)
IS (1)
IS (1)
QL (9)
NS (8)
QL (10)
QL (3)
NS (2)
IS (6)
QP (9)
QP (5)
IH (10)
IH (5)
IH (10)
IH (6)
IH (2)
QP (2)
QP (8)
LI (6)
QP (5)
LI (5)
QP (3)LI (3)
IS (4)
IS (1)
IS (4)
LI (4)
LI (4)QP (3)
PROPOSED TREE LINE
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
(
1
5
0
'
P
U
B
L
I
C
R
/
W
)
50' BUILDING SETBACK
12.5' MIN. STREET YARD
8' PARKING SETBACK
QP (4)
PLANT SCHEDULE
SYMBOL
TREE QTY.
BOTANICAL NAME COMMON NAME
MIN.
INSTALLATION
SIZEDECIDUOUS
SHADE TREE PROV'D
NS 10 NYSSA SYLVATICA BLACKGUM 2" CAL. (MIN.)
QL 22 QUERCUS LAURIFOLIA LAUREL OAK 2" CAL. (MIN.)
LI 32 LAGERSTROEMIA INDICA CRAPEMYRTLE 2" CAL. (MIN.)
QP 39 QUERCUS PHELLOS WILLOW OAK 2" CAL. (MIN.)
UNDERSTORY
IS 23 ILEX OPACA 'SAVANNAH'SAVANNAH
AMERICAN HOLLY 8' HT.
SHRUBS
LC 122 LEX CORNUTA
'BURFORDII NANA'
DWARF BURFORD
HOLLY 18" MIN. HT.
IH 33 ILEX CRENATA
'HOOGENDORN'
HOOGENDORN
HOLLY 18" MIN. HT.
GROUND
COVER
SOD HYBRID BERMUDA
3" THICK DOUBLE SHRED HARDWOOD MULCH DYED BROWN OR BLACK WITH
DeWITT 15 YEAR BARRIER WOVEN POLYPROPYLENE OR APPROVED EQUAL
LANDSCAPE NOTES:
PRE-CONSTRUCTION
·PRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN AND ADJACENT TO THE
WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED
UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. PROTECT ALL
UTILITIES. REPAIR ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH
OCCURS AS A RESULT OF CONSTRUCTION.
·CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE CONTRACTOR
REGISTERED IN THE STATE OF NORTH CAROLINA.
·VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LIST TOTALS ARE
FOR CONVENIENCE ONLY AND MUST BE VERIFIED.
·PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVAL BY
LANDSCAPE ARCHITECT.
·PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING PERMIT AN
ON-SITE PRE-CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE DEVELOPER AND THE
ADMINISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION AND MANAGEMENT OF ALL
LANDSCAPE ELEMENTS TO REMAIN.
·ALL PLANT MATERIALS ARE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL BEFORE, DURING, AND
AFTER INSTALLATION.
o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO
SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED
WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE.
·ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".
o ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED
IN THE PLANT LIST.
o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD.
CONSTRUCTION/INSTALLATION
·CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES
FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. THIS PLAN DOES NOT
PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
·CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED AND
SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
·STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALL DEBRIS FROM
THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIOR TO INSTALLING NEW PLANT
MATERIAL.
·CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY
AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.
·ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4” OF TOPSOIL.
·ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE WITH NO LOW SPOTS
ALLOWING WATER TO BE TRAPPED.
·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS
SO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.
·THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW FOR A
2.5' BUMPER OVERHANG FROM THE BACK OF CURB.
·ALL TREES MUST BE GUYED OR STAKED AS DETAILED.
·AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPE CONTRACTOR
TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER.
·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND
UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF
CONDITIONS WHICH AFFECTS THE GUARANTEE. IT MAY BE NECESSARY TO TRUCK IN NON-CITY
WATER TO MEET PLANT NEEDS.
·USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL
INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
·ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL MIX MEETING LATEST
STATE OF NORTH CAROLINA AGRICULTURE STANDARDS FOR SEED AND PLANT CERTIFICATION.
·SEEDING AND STRAW NOTES FOR LAWN AREAS:
o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6”.
o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE SMOOTH
AND UNIFORM. DISPOSE OF WASTE MATERIAL OFF-SITE.
o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO SPECIFIED DEPTH.
o APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH
SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSIS RECOMMENDATIONS.
o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED.
o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER 60% DAMAGED,
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALT AT 300
GAL/ACRE.
·PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF MATERIAL FROM A
LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFER TO LANDSCAPE SCHEME FOR
MATERIAL SPECIFICATIONS.
·MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN MATERIAL PER SPECIFICATIONS. ALL
MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING WIRE SHALL BE REMOVED.
DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE LOOSE MATERIAL FROM PLANTS.
DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK: KEEP A MINIMUM OF 4" AWAY FROM
TREE TRUNK OR BASE OF PLANT.
·MULCH AND NO-MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY RAIN
EVENTS. IF NO-MOW MIX GERMINATES AT A RATE OF LESS THAN 90%, THEN REMOVE OTHER
SPECIES AND RESEED.
INSPECTIONS/GUARANTEE
·LANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPON COMPLETION OF
LANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFY COMPLETENESS INCLUDING THE
REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY LANDSCAPE ARCHITECT.
·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED
PLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF
OCCUPANCY.
·CONTRACTOR TO GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIOD SHALL BEGIN UPON
CERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER
COMES FIRST.
C6.1
LA
N
D
S
C
A
P
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
P
L
N
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
9
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
PID: R03200-001-002-000
MATT HOLDINGS LLC
DB 6229 PG 2607
ZONE I-2
USE: TRUCK REPAIR SHOP
TD-057-QULA-23
TD-058-QULA-12
TD-059-QULA-9
TD-060-PRSE-8
TD-061-PRSE-9
TD-062-JUVI-12 VZ
TD-063-PRSE-8 VZ
TD-056-QULA2-9
TD-055-PIPA-14
TD-054-PIPA-20
TD-050-PIPA-12
TD-051-QULA2-9
TD-052-QULA2-9
TD-041-QULA-8 VZ
TD-042-PIPA-12
X
X
X
X
X
X
ASPHALT
ASPHALT
UNKNOWN INDUSTRIAL
RUBBLE/DETRITUS
CONC.
G
R
A
V
E
L
G
R
A
V
E
L
R
R
T
R
A
C
K
S
G
R
A
V
E
L
A
C
K
S
ASPHALT
CONC.
PID: R03200-002-021-000
M & M FAMILY REAL ESTATE, LLC
DB 5817 PG 2991
LOTS 1, 2 & 3 - MB 41 PG 127
ZONE I-2
USE: TRUCK SALES
1
3
0
'
S
E
A
B
O
A
R
D
C
O
A
S
T
L
I
N
E
R
R
E
A
S
E
M
E
N
T
S
H
O
W
N
O
N
M
B
4
1
P
G
1
2
7
PUMP
10
10
MA
T
C
H
L
I
N
E
S
H
E
E
T
C6
.
1
MA
T
C
H
L
I
N
E
S
H
E
E
T
C6
.
1
RD
RD
RD
RD
RD
RD
LI (6)
IS (2)
IS (2)
IS (2)
LI (4)
PROPOSED TREE LINE
PROPOSED TREE LINE
PROPOSED TREE LINE
INFILTRATION BASIN
STORMWATER CONTROL MEASURE
PLANT SCHEDULE
SYMBOL
TREE QTY.
BOTANICAL NAME COMMON NAME
MIN.
INSTALLATION
SIZEDECIDUOUS
SHADE TREE PROV'D
NS 10 NYSSA SYLVATICA BLACKGUM 2" CAL. (MIN.)
QL 22 QUERCUS LAURIFOLIA LAUREL OAK 2" CAL. (MIN.)
LI 32 LAGERSTROEMIA INDICA CRAPEMYRTLE 2" CAL. (MIN.)
QP 39 QUERCUS PHELLOS WILLOW OAK 2" CAL. (MIN.)
UNDERSTORY
IS 23 ILEX OPACA 'SAVANNAH'SAVANNAH
AMERICAN HOLLY 8' HT.
SHRUBS
LC 122 LEX CORNUTA
'BURFORDII NANA'
DWARF BURFORD
HOLLY 18" MIN. HT.
IH 33 ILEX CRENATA
'HOOGENDORN'
HOOGENDORN
HOLLY 18" MIN. HT.
GROUND
COVER
SOD HYBRID BERMUDA
3" THICK DOUBLE SHRED HARDWOOD MULCH DYED BROWN OR BLACK WITH
DeWITT 15 YEAR BARRIER WOVEN POLYPROPYLENE OR APPROVED EQUAL
LANDSCAPE NOTES:
PRE-CONSTRUCTION
·PRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN AND ADJACENT TO THE
WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED
UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. PROTECT ALL
UTILITIES. REPAIR ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH
OCCURS AS A RESULT OF CONSTRUCTION.
·CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE CONTRACTOR
REGISTERED IN THE STATE OF NORTH CAROLINA.
·VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LIST TOTALS ARE
FOR CONVENIENCE ONLY AND MUST BE VERIFIED.
·PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVAL BY
LANDSCAPE ARCHITECT.
·PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING PERMIT AN
ON-SITE PRE-CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE DEVELOPER AND THE
ADMINISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION AND MANAGEMENT OF ALL
LANDSCAPE ELEMENTS TO REMAIN.
·ALL PLANT MATERIALS ARE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL BEFORE, DURING, AND
AFTER INSTALLATION.
o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO
SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED
WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE.
·ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".
o ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED
IN THE PLANT LIST.
o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD.
CONSTRUCTION/INSTALLATION
·CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES
FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. THIS PLAN DOES NOT
PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
·CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED AND
SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
·STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALL DEBRIS FROM
THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIOR TO INSTALLING NEW PLANT
MATERIAL.
·CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY
AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.
·ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4” OF TOPSOIL.
·ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE WITH NO LOW SPOTS
ALLOWING WATER TO BE TRAPPED.
·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS
SO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.
·THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW FOR A
2.5' BUMPER OVERHANG FROM THE BACK OF CURB.
·ALL TREES MUST BE GUYED OR STAKED AS DETAILED.
·AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPE CONTRACTOR
TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER.
·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND
UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF
CONDITIONS WHICH AFFECTS THE GUARANTEE. IT MAY BE NECESSARY TO TRUCK IN NON-CITY
WATER TO MEET PLANT NEEDS.
·USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL
INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
·ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL MIX MEETING LATEST
STATE OF NORTH CAROLINA AGRICULTURE STANDARDS FOR SEED AND PLANT CERTIFICATION.
·SEEDING AND STRAW NOTES FOR LAWN AREAS:
o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6”.
o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE SMOOTH
AND UNIFORM. DISPOSE OF WASTE MATERIAL OFF-SITE.
o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO SPECIFIED DEPTH.
o APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH
SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSIS RECOMMENDATIONS.
o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED.
o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER 60% DAMAGED,
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALT AT 300
GAL/ACRE.
·PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF MATERIAL FROM A
LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFER TO LANDSCAPE SCHEME FOR
MATERIAL SPECIFICATIONS.
·MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN MATERIAL PER SPECIFICATIONS. ALL
MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING WIRE SHALL BE REMOVED.
DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE LOOSE MATERIAL FROM PLANTS.
DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK: KEEP A MINIMUM OF 4" AWAY FROM
TREE TRUNK OR BASE OF PLANT.
·MULCH AND NO-MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY RAIN
EVENTS. IF NO-MOW MIX GERMINATES AT A RATE OF LESS THAN 90%, THEN REMOVE OTHER
SPECIES AND RESEED.
INSPECTIONS/GUARANTEE
·LANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPON COMPLETION OF
LANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFY COMPLETENESS INCLUDING THE
REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY LANDSCAPE ARCHITECT.
·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED
PLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF
OCCUPANCY.
·CONTRACTOR TO GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIOD SHALL BEGIN UPON
CERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER
COMES FIRST.
C6.2
LA
N
D
S
C
A
P
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
P
L
N
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
9
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
NEW HANOVER COUNTY LANDSCAPE REQUIREMENTS
REQUIREMENT REQUIRED PER
CALCULATION PROVIDED
GENERAL STANDARDS:
UDO 5.4.2.B:
MIN. OF 15 TREES RETAINED OR PLANTED FOR EACH ACRE
DISTURBED BY DEVELOPMENT.
11.3 AC DISTURBED * 15 TREES =
170 TREES
45 EXISTING TREES RETAINED
94 PROPOSED INTERIOR TREES
32 PROPOSED STREET YARD TREES
171 TOTAL TREES
SCREENING:
UDO 5.4.4.C
FOLLOWING USES SHALL BE SCREENED FROM THE PUBLIC
RIGHT-OF-WAY
1. REAR SIDE OF A BUILDING WHERE THAT SIDE ABUTS A STREET
RIGHT-OF-WAY
2. ANY DUMPSTER OR TRASH RECEPTACLE STORAGE AREA
N/A DUMPSTER ENCLOSURE WITH SOLID
FENCE PROPOSED
PARKING LOT:
UDO 5.4.6.C:
LANDSCAPED AREAS EQUAL 8% OF THE TOTAL VEHICULAR USE
AREA
ONE TREE PER 144 SF
AT LEAST 75% OF TREES SHALL BE SHADE/CANOPY SPECIES
NO PARKING SPACE SHALL BE LOCATED MORE THAN 120 FEET FROM
A LANDSCAPE ISLAND.
TOTAL AREA: 229,513 SF
INTERIOR PARKING LOT LANDSCAPING:
229,513 * 8% = 18,361 SF
18,361 SF / 144 SF = 128 TREES
45 EXISTING TREES RETAINED
94 PROPOSED TREES
(23 UNDERSTORY; 71 CANOPY)
139 TOTAL INTERIOR TREES
STREET YARDS:
UDO 5.4.6.B & UDO 5.4.6.C:
25 SF PER EVERY LF OF STREET FRONTAGE
MIN/ MAX WIDTH 12.5' / 37.5'
FOR EVERY 600 SF:
1. 1 CANOPY TREE OR 3 UNDERSTORY TREE
2. 6 SHRUBS
US HWY 421
488 LF FRONTAGE (EXCLUDES DRIVES)
488 LF * 25 SF / LF = 12,200 SF
12,200 SF / 600 SF = 20 TREES
12,200 SF * (6 / 600SF) =
122 SHRUBS
12,740 SF STREET YARD
20 TREES
122 SHRUBS
UDO 5.4.6.D
PROPERTIES WITH FRONTAGE ON HWY 421 BETWEEN ISABEL
HOMES BRIDGE AND THE PENDER COUNTY LINE
ONE DECIDUOUS/ EVERGREEN TREE PER 40 LF OF ROAD FRONTAGE
US HWY 421
488 LF FRONTAGE
(EXCLUDES DRIVES)
488 LF / 40 LF = 12 TREES
12 TREES
FOUNDATION PLANTINGS:
UDO 5.4.7.B
FOUNDATION PLANTING AREA EQUALS 12% OF THE AREA OF THE
BUILDING FACE ADJACENT TO THE PARKING AREA OR INTERNAL
DRIVE
NORTH BUILDING FACE AREA: 1,317 SF
1,317 SF * 12% = 158 SF
EAST BUILDING FACE AREA: 2,415 SF
2,415 SF * 12% = 290 SF
SOUTH BUILDING FACE AREA: 1,330 SF
1,330 SF * 12% = 160 SF
WEST BUILDING FACE AREA: EXEMPT
DRIVE-THRU SERVICES
NORTH BUILDING PLANTING AREA:
161 SF
EAST BUILDING PLANTING AREA:
291 SF
SOUTH BUILDING PLANTING AREA:
160 SF
C6.3
LA
N
D
S
C
A
P
E
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
P
L
N
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
9
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
LANDSCAPE NOTES:
·SOD AREAS SHALL BE TIFTUF BERMUDA.
·BERMUDA SEED AREAS SHALL BE HYBRID BERMUDA UNLESS OUT OF SEASON.
IF OUT OF SEASON THE CONTRACTOR SHALL PROVIDE TEMPORARY SEED
CAPABLE OF GERMINATING AT TIME OF INSTALLATION AND THEN RE-SEED
WITH BERMUDA AS SOON AS WEATHER CONDITIONS ALLOW.
·SEED RAE SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.
·CONTRACTOR SHALL OBTAIN THREE (3) SOIL SAMPLES FROM TOPSOIL
STOCKPILE AREA(S) AND SUBMIT TO A LAB FOR NUTRIENT ANALYSIS. A COPY
OF THE REPORT INCLUDING RECOMMENDED AMENDMENT SCHEDULE SHALL BE
PROVIDED TO THE OWNER PRIOR TO INSTALLATION.
·LAWN AREAS SHALL BE TILLED TO A MINIMUM DEPTH OF SIX (6) INCHES AND
GRADED SMOOTH PRIOR TO SOD INSTALLMENT.
·IRRIGATION PLANS SHALL BE PREPARED BY OTHERS.
·IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT SEEDED AREAS
ARE FULLY COVERED WITH MATURE GRASS PRIOR TO FINAL ACCEPTANCE BY
THE OWNER. ADDITIONAL SEEDING MAY BE REQUIRED IN BARE AREAS IF
ORIGINAL SEED DOES NOT ESTABLISH.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
9
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
C7.0
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
NOTES:
NCDOT ASPHALT PAVEMENT SECTION
NOT TO SCALE
COMPACTED
SUBGRADE
BASE COURSE
TYPE B-25.0C
BINDER COURSE
SURFACE COURSE
TYPE S-9.5C
TYPE I19.0C
3-IN
4-IN
5-IN
1.PREPARING, GRADING, SHAPING, AND COMPACTION OF
SUBGRADE SOILS SHOULD BE PERFORMED IN
ACCORDANCE WITH DIVISION 5, SECTION 501 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2006). PREPARING, GRADING, SHAPING, AND
COMPACTION OF AGGREGATE BASE COURSE (CABC)
STONE SHOULD BE PERFORMED IN ACCORDANCE WITH
DIVISION 5, SECTION 520 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006).
PLACEMENT AND COMPACTION OF THE BITUMINOUS
CONCRETE SHOULD BE PERFORMED IN ACCORDANCE
WITH DIVISION 6, SECTION 600 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006).
PROPER SUBGRADE COMPACTION, ADHERENCE TO THE
NCDOT SPECIFICATIONS, AND COMPLIANCE WITH PROJECT
PLANS AND SPECIFICATIONS ARE CRITICAL TO THE
PERFORMANCE OF THE CONSTRUCTED PAVEMENT.
2.THE CONTRACTOR MAY CHOOSE TO INSTALL
INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE
SITE DURING CONSTRUCTION AT NO ADDITIONAL COST.
THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE
PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION
TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED
AT NO ADDITIONAL COST.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASE
COURSE AND/OR INTERMEDIATE PAVING PRIOR TO
PLACING SUBSEQUENT PAVEMENT LIFTS AT NO
ADDITIONAL COST.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING PAVEMENT DURING ALL PHASES OF WORK.
THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL
DEFECTS OR DAMAGE.
COMPACTED
SUBGRADE
BASE COURSE
AGGREGATE
BINDER COURSE
SURFACE COURSE
TYPE S-9.5C
TYPE I19.0C
3-IN
4-IN
10-IN
PAVEMENT SECTION-WIDENING GREATER THAN 6' WIDTH
*OVERLAY AREAS - 1.5" S9.5C
PAVEMENT SECTION-WIDENING LESS THAN OR
EQUAL TO 6' WIDTH
4" PORTLAND CEMENT CONCRETE*
NOT TO SCALE
* PROVIDE 4,000 PSI 28-DAY COMPRESSIVE STRENGTH,
AIR ENTRAINED CONCRETE.
NOTE: FINAL PAVEMENT SECTIONS SHALL BE BASED ON RECOMMENDATIONS
MADE BY THE GEOTECHNICAL ENGINEER.
CONCRETE SIDEWALK
SECTION OUTSIDE THE ROW
COMPACTED SUBGRADE TO A
DENSITY NO LESS THAN 95%
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
9
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
C7.1
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
9
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
C7.2
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
9
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
C7.3
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
9
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
C7.4
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
lim
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
54
1
0
T
r
i
n
i
t
y
R
o
a
d
,
S
u
i
t
e
1
0
2
|
R
a
l
e
i
g
h
,
N
C
2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
RA
L
E
I
G
H
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
4
-
3
3
2
-
U
S
H
w
y
4
2
1
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
4
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
6/
2
4
/
2
0
2
5
8
:
0
9
A
M
|
b
y
Je
f
f
Y
o
k
l
e
y
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
06/24/2025
NH
C
T
R
C
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
#
1
06
/
2
4
/
2
0
2
5
06/24/2025
SH
E
E
T
Z
-
U
S
H
W
Y
4
2
1
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.004
C7.5
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
332
P. BARBEAU
P. BARBEAU
NOT TO SCALE
NOT TO SCALE