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Commercial Site Plan TRC Approval – 3251 US HWY 421 N – Sheetz Page 1 of 2
COMMERCIAL SITE PLAN APPROVAL
To: Patrick Barbeau, Timmons Group, Patrick.barbeau@timmons.com
From: Amy Doss, Development Planner
Date: January 29, 2026
Subject: Commercial Site Plan TRC Approval – Sheetz – 3251 US HWY 421 N
The subject Commercial Site Plan has been approved by the Technical Review Committee (TRC). The
approved plan consists of a 6,879 sq ft convenience store with gas sales on 12.94 acres of land
located at 3251 US HWY 421 N (PID# R03200-001-003-000).
The approved site plan is attached. This approval is valid for two years unless a building permit
application or evidence of another substantial improvement for all or a portion of the project is
submitted to the County. If the TRC approval expires it would require a new application that would
subject the project to all development standards in effect at the time of the new application.
Please note the project may be subject to additional regulations of the County’s development
ordinances. In addition, this approval does not relieve the applicant from any law, regulation, or
requirement of any other federal, state, or local government or regulatory agency.
Approval of this plan allows for construction plans to be submitted in COAST for the subject project.
Applicants must consult with New Hanover County Engineering on any required land disturbance and
stormwater permits and CFPUA on utility permits. A tree removal permit is required before any
regulated trees are removed from the site. Construction plans must also be approved through the
building and zoning permit review process before starting any construction.
If you have any questions or concerns, please do not hesitate to contact me at (910) 798-7571 or
adoss@nhcgov.com.
Thanks,
Amy Doss, Development Planner
Commercial Site Plan TRC Approval – 3251 US HWY 421 N – Sheetz Page 2 of 2
cc: Fire Marshal’s Office
CFPUA
New Hanover County Engineering
NC Department of Transportation
Attached
SITE 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)
WETLANDS/ RIPARIAN
BUFFERS/ SURFACE
WATERS:
NO WETLANDS, RIPARIAN BUFFERS, SURFACE WATERS, OR
VEGETATIVE SETBACKS ARE LOCATED ON SITE
TOTAL TRACT AREA:12.94 AC±
EXISTING BUILT UPON
AREA:
CONCRETE / ASPHALT: 5.246 AC.
ROOF: 0.048 AC.
GRAVEL: 0.014 AC.
5.308 AC.
POST- DEVELOPMENT
BUILT UPON AREA:
PAVEMENT / PARKING: 5.157 AC.
SIDEWALK: 0.120 AC.
ROOF: 0.331 AC.
FUTURE IMPERVIOUS: 0.937 AC.
EXISTING TO REMAIN: 0.355 AC.
6.900 AC. (INCLUDES 0.937 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:49 VEHICULAR SPACES (INCLUDES 2 ADA; 5 FUTURE EV)
20 TRUCK SPACES
JOB NO.
SHEET NO.
SCALE
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
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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
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W
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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
SAM POWERS
CFPUA.ORG/FORMCENTER
BUILDING CODE OFFICIAL
NEW HANOVER COUNTY BUILDING INSPECTIONS
230 GOVERNMENT CENTER DRIVE, SUITE 170
WILMINGTON, NC 28403
PHONE: 910-798-7308
BERT BILLINGS
BBILLINGS@NHCGOV.COM
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
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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
C2.8 NCDOT SIGHT TRIANGLES EXHIBIT
C2.9 TRAFFIC MANAGEMENT PLAN
C3.1 GRADING AND DRAINAGE PLAN
C3.2 GRADING AND DRAINAGE PLAN
C3.3 STORM TABLES
C3.4 SPOT GRADING PLAN
C3.5 SPOT GRADING PLAN
C3.6 SPOT GRADING INSETS
C3.7 INFILTRATION BASIN PLAN AND PROFILE
C3.8 US HWY 421 ROAD WIDENING PLAN
C3.9 US HWY 421 CROSS SECTIONS
C4.1 EROSION CONTROL PLAN - PHASE I
C4.2 EROSION CONTROL PLAN - PHASE I
C4.3 EROSION CONTROL PLAN - PHASE II
C4.4 EROSION CONTROL PLAN - PHASE II
C4.5 NPDES PLAN
C4.6 NPDES PLAN
C4.7 NPDES DETAILS
C5.1 UTILITY PLAN
C5.2 UTILITY PLAN
C5.3 SUE POTHOLE PLAN
C5.4 NCDOT UTILITY SHORING EXHIBIT
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
C7.6 NOTES AND DETAILS
C7.7 NOTES AND DETAILS
C7.8 NOTES AND DETAILS
C7.9 NOTES AND DETAILS
C7.10 NOTES AND DETAILS
C7.11 NOTES AND DETAILS
A200 EXTERIOR ELEVATIONS
A201 EXTERIOR ELEVATIONS
A202 TRASH ENCLOSURE
A203 SINGLE TRASH ENCLOSURE
A204 SIGNAGE PLAN
A205 SIGNAGE DETAIL
DT-1 DRIVE THRU SIGN DETAILS
DT-2 DRIVE THRU SIGN DETAILS
TD1.0 ZURN Z886 TRENCH DRAIN PLANS
I1.1 IRRIGATION PLAN
I1.2 IRRIGATION PLAN
LP1.0 LIGHTING PLAN
LP1.1 LIGHTING DETAILS
LP1.2 LIGHTING DETAILS
LP1.3 LIGHTING DETAILS
C0.0
CO
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332
332
P. BARBEAU
06/24/2025
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64250.004
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
OF
F
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T
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A
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L
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X
X
X
X
X
X
X
X
X
X
X
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OHP
OHP
OHPOHPOHP
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 &
SUTTON STEAM PLANT ROAD
N
3
2
°
4
7
'
5
5
"
W
6
0
0
.
0
7
'
(
T
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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
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U
F
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U
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U
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W
U
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U
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U
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U
G
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U
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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
CONCRETE PAD
BRICK BUILDING
MA
T
C
H
L
I
N
E
S
H
E
E
T
C1
.
2
MA
T
C
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.
2
3
3
3
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2
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2
8
201
9
21
22
2
3
24
25
26
27
2
8
2
9
3
0
323
1
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3
0
25
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25
27
29
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1
18
19
20
19
1
9
1
9
20
21
23
22
25
24 26
27
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28
2
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23
24
22
21
2
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2
0
2
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23
21
27
2
8
3
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31
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
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
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
ZD02
EXISTING OFFSITE FENCE
AND GATE TO REMAIN
ZD01
ZD01
ZD02
REFER TO ROAD WIDENING
SHEETS FOR CONTINUATION
ZD02
ZD03
ZD02
MATCH LINE (SEE INSET)
2927
25
NO EXISTING DRIVEWAY CULVERT PER
06/11/2025 SURVEY BY TIMMONS GROUP
31 3
2
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.
ZD05 STORMWATER CONTROL MEASURE INFILTRATION AREA -
LIMITS OF NO SOIL COMPACTION.
ZD06 TREE DEMOLITION AREA (INDIVIDUAL TREES DENOTED WITH
(X).
NOTE:
404 WETLANDS ARE NOT PRESENT ON SITE.
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.
14.ENVIRONMENTAL HEALTH RECORDS INDICATE A WELL THAT WAS DRILLED IN
1976. CONTRACTOR TO LOCATE OLD WELL HEAD, PROTECT DURING
DEMOLITION AND PROPERLY ABANDON WITH THE ASSISTANCE OF A
CERTIFIED WELL DRILLER.
15.ENVIRONMENTAL HEALTH RECORDS REFLECT TWO STRUCTURES ON THE
PARCEL WITH SEPTIC SYSTEMS. CONTRACTOR TO LOCATE AND PROPERLY
ABANDON THE SEPTIC TANKS PRIOR TO DEMOLITION OF THE SITE. PROPER
ABANDONMENT OF A SEPTIC TANK IS PUMP THE TANK, CRUSH AND FILL. THIS
ACTION DOES NOT REQUIRE A PERMIT.
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
OHP
15" RCP
INV. = 30.44'
15" RCP
INV. = 30.40'
U
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3
2
30
31
3
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NA
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SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
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332
332
P. BARBEAU
06/24/2025
SH
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64250.004
INSET (1" = 30')
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
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R
R
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R
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C
K
S
G
R
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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
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A
B
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A
R
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1
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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
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3
9
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W
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1
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(
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3
4
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E
2
3
7
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(
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)
TD-031-QULA2-10 (TURKEY)
TD-028-PIPA-10
OLD MONITORING WELLS
ABANDONED
POLES
ABANDONED
POLE
CONCRETE PAD
MA
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1
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19
18
17
17
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1
27
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2
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25
30
31
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25
29
23
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2
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18
18
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7
2
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ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD02
ZD01
ZD01
ZD02
ZD02
ASPHALT
ASPHALT
ZD02
ZD06
ZD06
ZD06
ZD06
ZD05
ZD05
ZD01
ZD02
ZD01
ZD02
ZD02
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.
ZD05 STORMWATER CONTROL MEASURE INFILTRATION AREA -
LIMITS OF NO SOIL COMPACTION.
ZD06 TREE DEMOLITION AREA (INDIVIDUAL TREES DENOTED WITH
(X).
NOTE:
404 WETLANDS ARE NOT PRESENT ON SITE.
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.
14.ENVIRONMENTAL HEALTH RECORDS INDICATE A WELL THAT WAS DRILLED IN
1976. CONTRACTOR TO LOCATE OLD WELL HEAD, PROTECT DURING
DEMOLITION AND PROPERLY ABANDON WITH THE ASSISTANCE OF A
CERTIFIED WELL DRILLER.
15.ENVIRONMENTAL HEALTH RECORDS REFLECT TWO STRUCTURES ON THE
PARCEL WITH SEPTIC SYSTEMS. CONTRACTOR TO LOCATE AND PROPERLY
ABANDON THE SEPTIC TANKS PRIOR TO DEMOLITION OF THE SITE. PROPER
ABANDONMENT OF A SEPTIC TANK IS PUMP THE TANK, CRUSH AND FILL. THIS
ACTION DOES NOT REQUIRE A PERMIT.
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
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D
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W
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PAINTED GAS LINEG
PAINTED STORM LINESTM
PAVING
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AC UNIT
MAILBOX
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LINE NOT SURVEYED
BOREHOLE
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FO FIBER OPTIC
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NA
D
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01/26/2026
NC
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C1.2
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332
332
P. BARBEAU
06/24/2025
SH
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64250.004
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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DRAWN BY
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01/26/2026
NC
D
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T
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BI
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T
01
/
2
6
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2
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2
6
TREE TABLE
LEGEND
DOCUMENTED TREES
SIGNIFICANT TREES
TO BE REMOVED
C1.3
TR
E
E
C
L
E
A
R
I
N
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T
A
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332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
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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
1234.31'
1
0
0
.
1
1
'
4
9
9
.
9
5
'
CONC. DRIVEWAY
GR
A
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OHP
NEIGHBORING CONC.
PARKING LOT
NEIGHBORING GRAVEL
PARKING LOT
U
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3
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°
4
7
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5
5
"
W
6
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0
.
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7
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(
T
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A
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)
T.B.M.
CAPPED 5/8" REBAR
TIMMONS GROUP #9000
N: 196,506.43'
E: 2,312,447.52'
ELEV.: 30.44'
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
U
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H
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6
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NEW SHEETZ
STORE
6,879 SF
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6
VAN
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STOP
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2
ZS01
ZS02
ZS02
ZS03
ZS09
ZS05
ZS05
ZS06
ZS06
ZS10
ZS14
ZS26
ZS42
ZS04
ZS80
ZS18ZS18
ZS18
ZS19
ZS29
ZS29
ZS29
ZS30
ZS30
ZS30
ZS30
ZS30
ZS32
ZS37
ZS37ZS54
ZS55
ZS56
ZS56
ZS57
ZS57
ZS90
ZS67
ZS69
ZS68
ZS71
ZS11
R100'
50'
12'
22'
35'
36'
12'
12'
R15'
R15'
75'
35'
20'
10'
14'
20'
65'
36'
R10'R5'
R20'
R40'
14'
20'
10'
75'35'
44'
30'
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
ZS12 (TYP. OF 5)84'
ZS13
ZS41
ZS34
ZS41
ZS41
ZS15
ZS15
ZS15
ZS16ZS16
ZS16
ZS17
ZS17
ZS20
ZS20
80'
ZS21
8'
10'
20'10'
ZS62
ZS60
R25'
12'
90'
5
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
1
2
.
5
'
M
I
N
.
S
T
R
E
E
T
Y
A
R
D
8'
P
A
R
K
I
N
G
S
E
T
B
A
C
K
ZS24
ZS24
ZS25
PROPOSED RIGHT-IN RIGHT-OUT / LEFT-IN DRIVEWAY
ZS91
ZS91
ZS91
ZS91
ZS91
ZS27
ZS27
ZS27
ZS27
35'
R50'
R50'
ZS31
ZS31
ZS31
ZS31
115.8'
IPS
REFER TO ROAD WIDENING
SHEETS FOR CONTINUATION
PROPOSED RIGHT TURN LANE
ZS92
ZS93
ZS92
ZS21
10'
8'
ZS91
R40'
110' IPS
R40'
ZS63
ZS28
ZS32
ZS32
ZS32
ZS30
ZS32
ZS43
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 CAPABLE PARKING SPACE (TYP.) NO
CHARGER PROVIDED. REFER TO ARCH PLANS FOR CONDUIT
ROUTING.
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
ZS17 FLUSH CURB
ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OF ARCHITECTURAL
PLANS.
ZS19 ROOF ACCESS LADDER AND CLEARANCE AREA; REFER TO
ARCHITECTURAL PLANS.
ZS20 SIDEWALK RAMP @8.33% MAXIMUM (TYPICAL - PER ADA AND
LOCAL CODES)
ZS21 "DO NOT ENTER" SIGN; R5-1 (MUTCD)
ZS22 CANOPY OIL / WATER SEPARATOR CONCRETE PAD; REFER TO
UNDERGROUND STORAGE TANK SYSTEM PLANS.
ZS23 CANOPY OIL / WATER SEPARATOR VENT PAD.
ZS24 5" MONOLITHIC CONCRETE ISLAND; REFER TO NCDOT
STANDARD DETAIL 852.01
ZS25 TRASH RECEPTACLE
ZS26
OUTDOOR SEATING AREA AND TABLES; REFER TO REFER TO
ARCHITECTURAL PLANS. OUTDOOR SEATING MUST NOT
PROHIBIT ADA ACCESS.
ZS27 10' X 70' NCDOT SIGHT DISTANCE TRIANGLE
ZS28 PROPOSED CFPUA EASEMENT (682 SF)
ZS29 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;
REFER TO ARCHITECTURAL PLANS.
ZS30 24" CURB & GUTTER; REFER TO SHEETZ DETAIL 15.
ZS31 FULL HEIGHT CURB TO FLUSH CURB TRANSITION; REFER TO
DETAIL TG-01
ZS32 SIGNAGE. VERIFY EXACT LOCATION AND DESIGN BEFORE
ROUGH-IN. PERMITTED BY OTHERS.
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.
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.
ZS59 PAINTED 4" WIDE PARKING STRIPES (TYP.).
ZS60 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCAL
CODES.
ZS62 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR.
ZS63 "RIGHT TURN ONLY" SIGN; R3-5 (MUTCD)
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 10" WIDE 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.
ZS90 PROPOSED SIGNALIZED INTERSECITON; REFER TO SIGNAL
PLANS BY OTHERS.
ZS91 PROPOSED WORK IN THE RIGHT-OF-WAY. REFER TO ROAD
WIDENING SHEETS FOR ADDITIONAL INFORMATION.
ZS92 METAL POLE W/ MASTARM. REFER TO TRAFFIC SIGNAL PLANS
BY OTHERS.
ZS93 CONTROLLER & CABINET. REFER TO TRAFFIC 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.
PROPOSED PARKING:49 VEHICULAR SPACES (INCLUDES 2 ADA; 5 FUTURE EV)
20 TRUCK SPACES
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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DRAWN BY
DATE
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
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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
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X
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ASPHALT
CONC.
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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
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PUMP
N86°28'21"W 1230.05' (
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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'
ZS22
ZS23
75'
ZS25
ZS25
ZS25
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 CAPABLE PARKING SPACE (TYP.) NO
CHARGER PROVIDED. REFER TO ARCH PLANS FOR CONDUIT
ROUTING.
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
ZS17 FLUSH CURB
ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OF ARCHITECTURAL
PLANS.
ZS19 ROOF ACCESS LADDER AND CLEARANCE AREA; REFER TO
ARCHITECTURAL PLANS.
ZS20 SIDEWALK RAMP @8.33% MAXIMUM (TYPICAL - PER ADA AND
LOCAL CODES)
ZS21 "DO NOT ENTER" SIGN; R5-1 (MUTCD)
ZS22 CANOPY OIL / WATER SEPARATOR CONCRETE PAD; REFER TO
UNDERGROUND STORAGE TANK SYSTEM PLANS.
ZS23 CANOPY OIL / WATER SEPARATOR VENT PAD.
ZS24 5" MONOLITHIC CONCRETE ISLAND; REFER TO NCDOT
STANDARD DETAIL 852.01
ZS25 TRASH RECEPTACLE
ZS26
OUTDOOR SEATING AREA AND TABLES; REFER TO REFER TO
ARCHITECTURAL PLANS. OUTDOOR SEATING MUST NOT
PROHIBIT ADA ACCESS.
ZS27 10' X 70' NCDOT SIGHT DISTANCE TRIANGLE
ZS28 PROPOSED CFPUA EASEMENT (682 SF)
ZS29 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;
REFER TO ARCHITECTURAL PLANS.
ZS30 24" CURB & GUTTER; REFER TO SHEETZ DETAIL 15.
ZS31 FULL HEIGHT CURB TO FLUSH CURB TRANSITION; REFER TO
DETAIL TG-01
ZS32 SIGNAGE. VERIFY EXACT LOCATION AND DESIGN BEFORE
ROUGH-IN. PERMITTED BY OTHERS.
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.
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.
ZS59 PAINTED 4" WIDE PARKING STRIPES (TYP.).
ZS60 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCAL
CODES.
ZS62 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR.
ZS63 "RIGHT TURN ONLY" SIGN; R3-5 (MUTCD)
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 10" WIDE 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.
ZS90 PROPOSED SIGNALIZED INTERSECITON; REFER TO SIGNAL
PLANS BY OTHERS.
ZS91 PROPOSED WORK IN THE RIGHT-OF-WAY. REFER TO ROAD
WIDENING SHEETS FOR ADDITIONAL INFORMATION.
ZS92 METAL POLE W/ MASTARM. REFER TO TRAFFIC SIGNAL PLANS
BY OTHERS.
ZS93 CONTROLLER & CABINET. REFER TO TRAFFIC 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.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
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:
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
D
O
T
&
C
F
P
U
A
S
U
B
M
I
T
T
A
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S
11
/
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01
/
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/
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NA
D
8
3
0
SCALE 1"=30'
60'30'
C2.2
SI
T
E
P
L
A
N
332
332
P. BARBEAU
06/24/2025
SH
E
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T
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64250.004
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
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H
P
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P
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P
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P
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P
O
H
P
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H
P
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P
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P
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P
O
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P
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P
NEIGHBORING CONC.
PARKING LOT
NEIGHBORING GRAVEL
PARKING LOT
U
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
STOP
DRIV
E
THRU
PICK
-
U
P
ZONE
NEW SHEETZ
STORE
6,879 SF
FFE = 26.00'
VAN
EV
EV
EV
EV
EV
STOP
ESTOP
ESTOP
ESTOP
P02
P02
P02
P03
P02
P02
P05
P03
P03
P03
P03
P03
P03
P03 P03
P04
P04
P14
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
P11
P11
P12
P12
P12
P12
P12
P11
P12
P12
REFER TO ROAD WIDENING
SHEETS FOR CONTINUATION
REFER TO ROAD WIDENING
SHEETS FOR CONTINUATION
P04
P13
P01
P04
P13
P01
P13
P01
P13
P13
P13
P01
P13
P01
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.
P13 1.5" MILL AND OVERLAY
P14 CONCRETE SECTION FOR UST PAD; REFER TO UST PLANS
BY OTHERS
NOTE: CURB & GUTTER NOT HATCHED. REFER TO SITE LAYOUT PLAN FOR ADDITIONAL
INFORMATION.
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
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I
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-
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AS SHOWN
S:
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1
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:
1
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P
M
|
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f
f
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y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
D
O
T
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
S
11
/
0
8
/
2
0
2
5
NC
D
E
Q
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T
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A
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S
U
B
M
I
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A
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12
/
1
0
/
2
0
2
5
NC
D
O
T
S
U
B
M
I
T
T
A
L
01
/
1
3
/
2
0
2
6
01
/
1
6
/
2
0
2
6
NC
D
O
T
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
S
BI
D
S
E
T
01
/
2
6
/
2
0
2
6
C2.3
PA
V
E
M
E
N
T
P
L
A
N
332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
E
E
T
Z
-
U
S
H
w
y
4
2
1
WI
L
M
I
N
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T
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N
-
NE
W
H
A
N
O
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C
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NO
R
T
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C
A
R
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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
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
STOP
DRIV
E
THRU
PICK-
U
P
ZONE
NEW SHEETZ
STORE
6,879 SF
FFE = 26.00'
VAN
EV
EV
EV
EV
EV
STOP
ESTOP
ESTOP
ESTOP
F01
F01
F01
F01
F02
F03
F04 (372')
F05 (141')
F05 (82')
F05 (139')
F04 (399')
F05 (114')
F04 (395')
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°
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
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
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01/26/2026
NC
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NC
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01
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6
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6
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
C2.4
FI
R
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C
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P
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A
N
332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
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64250.004
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23.2
Max 56° Horiz
Max 10° Vert
3.75
39 4
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6.25
17.6
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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°
NA
D
8
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C2.5
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332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
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EV
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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°
NA
D
8
3
0
SCALE 1"=40'
80'40'
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
D
O
T
&
C
F
P
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S
11
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C2.6
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332
P. BARBEAU
P. BARBEAU
06/24/2025
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64250.004
X
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NEW SHEETZ
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6,879 SF
FFE = 26.00'
VAN
EV
EV
EV
EV
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STOP
ESTOP
ESTOP
ESTOP
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°
NA
D
8
3
0
SCALE 1"=40'
80'40'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
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01/26/2026
NC
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B
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332
P. BARBEAU
P. BARBEAU
06/24/2025
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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 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
PID: R03200-002-009-000
PALMYRA HOLDINGS LLC ETAL
DB 6382 PG 437
ZONE I-2
X
X
X
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X
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X
X
X
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OHPOHP
OHP
OHP
15" RCP
INV. = 30.44'
15" RCP
INV. = 30.40'
18" RCP
INV. = 22.93'
U
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8" PVC SSWR FORCE MAIN
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575'
PROPOSED SIGNALIZED
INTERSECTION
10' X 70' SIGHT DISTANCE TRIANGLE
10' X 70' SIGHT DISTANCE TRIANGLE
15'
15'
575'
15'
665'
JOB NO.
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SCALE
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
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US HWY 421
NCDOT SIGHT TRIANGLES
NA
D
8
3
0
SCALE 1"=60'
120'60'
LEGEND
10' X 70' SIGHT
TRIANGLE TRIANGLE
INTERSECTION
SIGHT DISTANCE
C2.8
NC
D
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B
I
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332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
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64250.004
SEQUENCE OF CONSTRUCTION
THE FOLLOWING SEQUENCE OF CONSTRUCTION IS A RECOMMENDATION PROVIDED BY THE ENGINEER. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FOR ANY CHANGES TO THIS
TRANSPORTATION MANAGEMENT PLAN RESULTING FROM ADJUSTMENTS TO THE RECOMMENDED
SEQUENCES. ALL PHASES OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EROSION AND
SEDIMENT CONTROL PLANS PROVIDED.
CONSTRUCTION FOR EACH LOCATION WILL FOLLOW THE SEQUENCE PROVIDED BELOW. CONSTRUCTION
DURING EACH PHASE CONSISTS OF ALL WORK NECESSARY TO COMPLETE THE PROJECT.
TRAFFIC SHALL BE MAINTAINED ACCORDING TO THE N.C. DEPARTMENT OF TRANSPORTATION DETAILS
FOUND ON THIS SHEET. THE CONTRACTOR SHALL MINIMIZE LANE CLOSURES TO THE GREATEST EXTENT
PRACTICAL.
PHASE 1
INSTALL SIGNING FOR PROJECT LIMITS PER 1101.01. ERECT ALL ADVANCE WARNING SIGNS AND
CHANNELIZATION DEVICES PER NCDOT DETAILS FOR APPROPRIATE MAINTENANCE OF TRAFFIC FOR
CONSTRUCTION STAGING.
PHASE 2
INSTALL SANITARY SEWER FORCEMAIN VIA HORIZONTAL DIRECTION DRILL AND ALL OTHER UTILITIES AS
SHOWN ON THE APPROVED PLANS.
PHASE 3
FILL IN EXCAVATED PITS AND REPAIR ANY DAMAGED PAVEMENT PER NCDOT STANDARDS AND
SPECIFICATIONS.
PHASE 4
REMOVE WARNING SIGNS AND CHANNELIZATION DEVICES.
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
ENGINEER.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN
OR DIRECTED BY THE ENGINEER.
TIME RESTRICTIONS
A)DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
ROAD NAME DAY AND TIME RESTRICTIONS
U.S. HIGHWAY 421 7am-9am*, 3pm-6pm*
*SEE NCDOT STANDARDS AND SPECIAL PROVISIONS FOR TIME RESTRICTIONS
B)DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL
EVENTS AS FOLLOWS:
ROAD NAME
U.S. HIGHWAY 421
HOLIDAY
1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC
VOLUMES, AS DIRECTED BY THE ENGINEER.
2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 7:00 A.M. DECEMBER 31st
TO 7:00 P.M. JANUARY 2ND. IF NEW YEAR'S DAY IS ON A FRIDAY,
SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 7:00 P.M. THE FOLLOWING
TUESDAY.
3. FOR EASTER, BETWEEN THE HOURS OF 7:00 A.M. THURSDAY AND
7:00 P.M. MONDAY.
4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 7:00 A.M. FRIDAY TO
7:00 P.M. TUESDAY.
5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 7:00 A.M. THE
DAY BEFORE INDEPENDENCE DAY AND 7:00 P.M. THE DAY AFTER
INDEPENDENCE DAY.
IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY
THEN BETWEEN THE HOURS OF 7:00 A.M. THE THURSDAY BEFORE
INDEPENDENCE DAY AND 7:00 P.M. THE TUESDAY AFTER
INDEPENDENCE DAY.
6. FOR LABOR DAY, BETWEEN THE HOURS OF 7:00 A.M. FRIDAY AND
7:00 P.M. TUESDAY.
7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 7:00 A.M. TUESDAY TO
7:00 P.M. MONDAY.
8. FOR CHRISTMAS, BETWEEN THE HOURS OF 7:00 A.M. THE FRIDAY
BEFORE THE WEEK OF CHRISTMAS DAY AND 7:00 P.M. THE FOLLOWING
TUESDAY AFTER THE WEEK OF CHRISTMAS.
LANE AND SHOULDER CLOSURE REQUIREMENTS
C) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN
TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL.
F) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
WITH GUARDRAIL OR BARRIER.
PAVEMENT EDGE DROP OFF REQUIREMENTS
G) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.
H) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES
OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING
"UNEVEN LANES" SIGNS (W8-11) 500 IN ADVANCE AND A MINIMUM
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
TRAFFIC PATTERN ALTERATIONS
I) NOTIFY THE ENGINEER THIRTY (30) CALENDAR DAYS PRIOR TO ANY TRAFFIC
PATTERN ALTERATION.
SIGNING
J) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
(3)DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
K) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
TRAFFIC PATTERN.
L) INSTALL BLACK ON ORANGE ''DIP'' SIGNS (W8-2) AND/OR "BUMP" SIGNS
(W8-1) 500 IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE
ENGINEER.
TRAFFIC CONTROL DEVICES
M) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK
AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT,
10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY.
REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS
1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL
REQUIREMENTS.
PAVEMENT MARKINGS AND MARKERS
N) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING
LINES.
O) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND
MARKERS BY THE END OF EACH DAY'S OPERATION.
MISCELLANEOUS
P) LAW ENFORCEMENT MAY BE USED TO MAINTAIN TRAFFIC THROUGH THE WORK AREA AND/OR
INTERSECTIONS AS DIRECTED BY THE ENGINEER.
Q) ALL CURB RAMP LOCATIONS SHALL BE DERIVED FROM STATIONING SHOWN
ON PAVEMENT MARKING PLANS OR AS DIRECTED BY THE ENGINEER IN
COORDINATION WITH THE SIGNING AND DELINEATION UNIT.
REV.2024
ROADWAY STANDARD DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -
N.C.DEPARTMENT OF TRANSPORTATION - DATED JANUARY 2024 ARE
APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART
OF THESE PLANS:
STD.NO. TITLE
1101.01 WORK ZONE WARNING SIGNS
1101.02 TEMPORARY LANE CLOSURES
1101.04 TEMPORARY SHOULDER CLOSURES
1101.11 TRAFFIC CONTROL DESIGN TABLES
1110.02 PORTABLE WORK ZONE SIGNS
1130.01 DRUMS
1135.01 CONES
1150.01 FLAGGING DEVICES
1165.01 TRUCK MOUNTED ATTENUATOR
1180.01 SKINNY - DRUMS
THE FOLLOWING LISTED WORK ZONE STRATEGIES ARE RECOMMENDED FOR
INCLUSION WITHIN THIS TRANSPORTATION MANAGEMENT PLAN (TMP).
RECOMMENDED STRATEGIES:
TRAFFIC MANAGEMENT STRATEGIES:
SHOULDER CLOSURES
TEMPORARY LANE CLOSURES
NIGHT WORK
WEEKEND WORK
WORK HOUR RESTRICTIONS FOR PEAK TRAVEL
TRAFFIC / INCIDENT MANAGEMENT & SPEED ENFORCEMENT STRATEGIES:
COORDINATION WITH STATE TRAFFIC OPERATIONS CENTER (STOC)
COORDINATION WITH MEDIA
C2.9
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01/26/2026
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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
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15" RCP
INV. = 30.44'
NEIGHBORING CONC.
PARKING LOT
NEIGHBORING GRAVEL
PARKING LOT
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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'
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16" PVC WATER MAIN
8" PVC WATER MAIN
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2" GAS LINE
PID: R03200-001-004-000
HANAHAN WILMINGTON HOLDINGS LLC
DB 6713 PG 2843
ZONE I-2
USE: EQUIPMENT SUPPLIER
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103-CB
204-CB203-CB
105A-CB
102-CB
202-CB
205-DI
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36" HDPE36" HDPE
18" HDPE
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ZG01ZG01
ZG01
ZG02
ZG02
ZG03
ZG03
ZG03
ZG04
ZG05
ZG04
ZG05
ZG04
ZG05
ZG06
ZG06
ZG07
ZG07
ZG08
ZG10
ZG11
ZG12
ZG12
ZG06
ZG04
ZG05
ZG13
ZG13
ZG13
ZG10
ZG14ZG14
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23
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ZG05 ZG05
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24" HDPE
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25
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2
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2
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25
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26
26
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8" PVC
6" PVC
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6" PVC6" PVC6" PVC
3
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2
7
2
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29
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ZG18
ZG18
ZG19
ZG19
2
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402-PPES
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29
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27
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2
8
30
MATCH LINE (SEE INSET)
NO EXISTING DRIVEWAY CULVERT PER
06/11/2025 SURVEY BY TIMMONS GROUP
3
1
SHEETZ GRADING PLAN KEYNOTES
NUMBER DESCRIPTION
ZG01 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;
REFER TO ARCHITECTURAL PLANS.
ZG02
BUILDING / ARCHITECTURAL CANOPY DOWNSPOUT. 6" PVC TO
AN 8" HEADER. REFER TO ARCHITECTURAL PLANS. CONNECT
ROOF DRAIN DOWN SPOUTS UNDERGROUND TO STORM PIPE.
ZG03
6" 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 PVC ROOF DRAIN PIPE; MIN. COVER OF 2' AND MIN. SLOPE OF
1%. REFER TO PLANS FOR SIZE.
ZG07 CANOPY TRENCH DRAIN; ZURN MODEL Z-886. REFER TO
DETAILS.
ZG08 TRUCK DIESEL MAINTENANCE BUILDING DOWNSPOUT; REFER
TO ARCHITECTURAL PLANS. OUTLET DOWNSPOUT TO GRADE.
ZG09 9'W X 18'L X 18"T CLASS B RIP RAP DISSIPATER PAD
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 STORM SNOUT AND SUMP WITHIN STORM
STRUCTURE; REFER TO STORM TABLES AND MANUFACTURER
SPECIFICATIONS / DETAILS.
ZG13 24" CONCRETE FLUME
ZG14 VARIABLE WIDTH SCM ACCESS & MAINTENANCE EASEMENT
ZG15 4.5'W X 6'L X 12"T CLASS A RIP RAP DISSIPATER PAD
ZG17 OIL/WATER SEPATATOR
ZG18 SIDEWALK RAMP @8.33% MAXIMUM (TYPICAL - PER ADA AND
LOCAL CODES)
ZG19 FLUSH CURB
ZG20 9'W X 8'L X 12"T CLASS A RIP RAP DISSIPATER PAD
ZG21 3'W X 7.5'L X 18"T CLASS B RIP RAP DISSIPATER PAD
PDD PERMANENT DITCH. REFER TO PERMANENT DITCH SUMMARY
TABLE FOR CROSS SECTION AND LINER INFORMATION.
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.CONTRACTOR SHALL REFERENCE DETAILED BUILDING PLANS FOR EXACT
BUILDING DIMENSIONS, ELEVATIONS, AND UTILITY CONNECTION POINTS.
12.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.
13.CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER PIPE,
MANHOLES, AND INLETS TO THE SHEETZ CONSTRUCTION MANAGER FOR
APPROVAL.
14.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES SHALL BE PROVIDED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
15.ALL STORM PIPE SHALL BE AS SPECIFIED. ALL JOINTS SHALL BE
WATERTIGHT.
16.ALL STORM STRUCTURES ADJACENT TO CURBS SHALL BE NCDOT
STANDARD.
17.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.
18.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION
SET FOR OTHER PERTINENT INFORMATION.
PERMANENT DITCH SUMMARY TABLE
DITCH NAME MIN. TOP
WIDTH (FT)
MIN. DITCH
DEPTH (FT)
MIN.
BOTTOM
WIDTH (FT)
SIDE
SLOPE LINER TYPE
PDD1A 17 1 0 8.5:1 NORTH AMERICAN GREEN, S75
PDD1B 22.5 1.25 0 9:1 NORTH AMERICAN GREEN, S75
PDD2 9 1.5 0 3:1 NORTH AMERICAN GREEN, S75
PDD3 30 0.5 0 30:1 NORTH AMERICAN GREEN, S75
PDD4 9 1.5 0 3:1 NORTH AMERICAN GREEN, S75
OHP
15" RCP
INV. = 30.44'
15" RCP
INV. = 30.40'
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01/26/2026
NC
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KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.C3.1
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64250.004
INSET (1" = 30')
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
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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
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36" HDPE
301A-CB
201-CB
200-FES
100-FES
300-FES
36"
H
D
P
E
36" HDPE
6" PVC
36" 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
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25
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23
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23
22
22
20
19
18
15
19
14
ZG12
ZG12
ZG12
ZG14
ZG14
ZG14
INFILTRATION BASIN
STORMWATER CONTROL MEASURE
21
20
2
0
20
21
19
1922
20
24
25
27
30
33
23
22
21
20
25
27
23
20
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
21
2
1
21
ZG09
ZG09
ZG09
ZG17
25
2426
101A-CB
301B-CB
36" HDPE
19
21
19 20
28
29
31
32
14
15
16
17
18
19
22
2
2
232529
21
8"
P
V
C
20
ZG20
PDD2
20
2
0
21
21
304-OWS
305-OWS
302-CO 8" PVC
ZG10
303-CO
18
19
20
20
21
20
21
20 21
19
20
21
21
20
2
6
25
20
22
19
SHEETZ GRADING PLAN KEYNOTES
NUMBER DESCRIPTION
ZG01 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;
REFER TO ARCHITECTURAL PLANS.
ZG02
BUILDING / ARCHITECTURAL CANOPY DOWNSPOUT. 6" PVC TO
AN 8" HEADER. REFER TO ARCHITECTURAL PLANS. CONNECT
ROOF DRAIN DOWN SPOUTS UNDERGROUND TO STORM PIPE.
ZG03
6" 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 PVC ROOF DRAIN PIPE; MIN. COVER OF 2' AND MIN. SLOPE OF
1%. REFER TO PLANS FOR SIZE.
ZG07 CANOPY TRENCH DRAIN; ZURN MODEL Z-886. REFER TO
DETAILS.
ZG08 TRUCK DIESEL MAINTENANCE BUILDING DOWNSPOUT; REFER
TO ARCHITECTURAL PLANS. OUTLET DOWNSPOUT TO GRADE.
ZG09 9'W X 18'L X 18"T CLASS B RIP RAP DISSIPATER PAD
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 STORM SNOUT AND SUMP WITHIN STORM
STRUCTURE; REFER TO STORM TABLES AND MANUFACTURER
SPECIFICATIONS / DETAILS.
ZG13 24" CONCRETE FLUME
ZG14 VARIABLE WIDTH SCM ACCESS & MAINTENANCE EASEMENT
ZG15 4.5'W X 6'L X 12"T CLASS A RIP RAP DISSIPATER PAD
ZG17 OIL/WATER SEPATATOR
ZG18 SIDEWALK RAMP @8.33% MAXIMUM (TYPICAL - PER ADA AND
LOCAL CODES)
ZG19 FLUSH CURB
ZG20 9'W X 8'L X 12"T CLASS A RIP RAP DISSIPATER PAD
ZG21 3'W X 7.5'L X 18"T CLASS B RIP RAP DISSIPATER PAD
PDD PERMANENT DITCH. REFER TO PERMANENT DITCH SUMMARY
TABLE FOR CROSS SECTION AND LINER INFORMATION.
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.CONTRACTOR SHALL REFERENCE DETAILED BUILDING PLANS FOR EXACT
BUILDING DIMENSIONS, ELEVATIONS, AND UTILITY CONNECTION POINTS.
12.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.
13.CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER PIPE,
MANHOLES, AND INLETS TO THE SHEETZ CONSTRUCTION MANAGER FOR
APPROVAL.
14.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES SHALL BE PROVIDED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
15.ALL STORM PIPE SHALL BE AS SPECIFIED. ALL JOINTS SHALL BE
WATERTIGHT.
16.ALL STORM STRUCTURES ADJACENT TO CURBS SHALL BE NCDOT
STANDARD.
17.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.
18.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION
SET FOR OTHER PERTINENT INFORMATION.
PERMANENT DITCH SUMMARY TABLE
DITCH NAME MIN. TOP
WIDTH (FT)
MIN. DITCH
DEPTH (FT)
MIN.
BOTTOM
WIDTH (FT)
SIDE
SLOPE LINER TYPE
PDD1A 17 1 0 8.5:1 NORTH AMERICAN GREEN, S75
PDD1B 22.5 1.25 0 9:1 NORTH AMERICAN GREEN, S75
PDD2 9 1.5 0 3:1 NORTH AMERICAN GREEN, S75
PDD3 30 0.5 0 30:1 NORTH AMERICAN GREEN, S75
PDD4 9 1.5 0 3:1 NORTH AMERICAN GREEN, S75
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
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
D
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01
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KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.C3.2
GR
A
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332
332
P. BARBEAU
06/24/2025
SH
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A
64250.004
STORM PIPE TABLE
FROM - TO
101A-CB - 100-FES
101B-CB - 101A-CB
102-CB - 101B-CB
103-CB - 102-CB
104-CB - 103-CB
105A-CB - 104-CB
105B-CB - 105A-CB
106-DI - 104-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
301A-CB - 300-FES
301B-CB - 301A-CB
302-CO - 301B-CB
303-CO - 302-CO
304-OWS - 303-CO
305-OWS - 304-OWS
306-TD - 305-OWS
307-TD - 306-TD
308-TD - 306-TD
401-PPES - 400-PPES
403-PPES - 402-PPES
UPSTREAM
INVERT
14.66'
14.69'
15.64'
17.43'
19.38'
19.70'
19.86'
20.89'
14.10'
15.42'
17.14'
19.04'
15.85'
20.49'
14.25'
14.41'
17.33'
17.81'
18.00'
18.25'
21.45'
23.43'
22.02'
25.42'
27.80'
DOWNSTREAM
INVERT
14.00'
14.66'
14.69'
15.74'
18.42'
19.48'
19.80'
19.86'
14.00'
14.20'
16.42'
17.64'
15.50'
19.18'
14.00'
14.35'
16.39'
17.33'
17.81'
18.00'
18.25'
21.45'
21.45'
25.05'
26.60'
SLOPE
0.37%
0.50%
0.50%
0.70%
0.90%
1.00%
1.00%
1.00%
0.40%
0.40%
0.69%
1.00%
0.40%
3.00%
1.00%
1.00%
1.00%
1.00%
1.70%
1.49%
3.99%
2.36%
1.77%
0.40%
1.01%
LENGTH
178.76 LF
6.00 LF
189.02 LF
242.07 LF
106.51 LF
21.85 LF
6.00 LF
102.58 LF
25.00 LF
304.16 LF
104.98 LF
140.29 LF
87.13 LF
43.68 LF
25.00 LF
6.00 LF
93.34 LF
48.00 LF
11.20 LF
16.83 LF
80.12 LF
84.00 LF
32.15 LF
91.80 LF
118.42 LF
DIA.
36"
36"
36"
36"
24"
24"
24"
18"
36"
36"
24"
18"
24"
15"
36"
36"
8"
8"
6"
6"
6"
1"
1"
18"
18"
MATERIAL
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
PVC
PVC
PVC
PVC
PVC
PVC
PVC
RCP
RCP
DESCRIPTION
ADS HP STORM
ADS HP STORM
ADS HP STORM
ADS N-12
ADS N-12
ADS N-12
ADS N-12
ADS HP STORM
ADS N-12
ADS HP STORM
ADS N-12
ADS N-12
ADS N-12
ADS N-12
ADS N-12
ADS N-12
SCH 40
SCH 40
SCH 40
OIL/WATER SEPARATOR
SCH 40
ZURN TRENCH DRAIN
MODEL Z-886
ZURN TRENCH DRAIN
MODEL Z-886
CLASS V
CLASS V
STORM STRUCTURE TABLE
STR. #
100-FES
101A-CB
101B-CB
102-CB
103-CB
104-CB
105A-CB
105B-CB
106-DI
200-FES
201-CB
202-CB
203-CB
204-CB
205-DI
206-CB
300-FES
301A-CB
301B-CB
302-CO
303-CO
304-OWS
305-OWS
306-TD
307-TD
308-TD
400-PPES
401-PPES
402-PPES
403-PPES
TOP
17.25'
19.76'
19.82'
21.73'
24.11'
24.23'
23.68'
23.77'
24.90'
15.67'
19.50'
22.91'
23.87'
23.89'
18.85'
24.81'
15.44'
19.50'
19.59'
20.66'
21.19'
21.61'
21.80'
22.39'
23.75'
22.71'
26.76'
25.99'
28.27'
29.08'
INV. IN
14.00' (36" HDPE FROM 101A-CB)
14.66' (36" HDPE FROM 101B-CB)
14.69' (36" HDPE FROM 102-CB)
15.74' (36" HDPE FROM 103-CB)
16.50' (10" PVC FROM 105-CO)
18.42' (24" HDPE FROM 104-CB)
19.48' (24" HDPE FROM 105A-CB)
19.86' (18" HDPE FROM 106-DI)
19.80' (24" HDPE FROM 105B-CB)
14.00' (36" HDPE FROM 201-CB)
14.20' (36" HDPE FROM 202-CB)
16.42' (24" HDPE FROM 203-CB)
15.50' (24" HDPE FROM 205-DI)
19.18' (15" HDPE FROM 206-CB)
17.64' (18" HDPE FROM 204-CB)
14.00' (36" HDPE FROM 301A-CB)
14.35' (36" HDPE FROM 301B-CB)
16.39' (8" PVC FROM 302-CO)
17.33' (8" PVC FROM 303-CO)
17.81' (6" PVC FROM 304-OWS)
18.00' (6" PVC FROM 305-OWS)
18.25' (6" PVC FROM 306-TD)
21.45' (1" PVC FROM 307-TD)
21.45' (1" PVC FROM 308-TD)
25.05' (18" RCP FROM 401-PPES)
26.60' (18" RCP FROM 403-PPES)
INV. OUT
14.66' (36" HDPE TO 100-FES)
14.69' (36" HDPE TO 101A-CB)
15.64' (36" HDPE TO 101B-CB)
17.43' (36" HDPE TO 102-CB)
19.38' (24" HDPE TO 103-CB)
19.70' (24" HDPE TO 104-CB)
19.86' (24" HDPE TO 105A-CB)
20.89' (18" HDPE TO 104-CB)
14.10' (36" HDPE TO 200-FES)
15.42' (36" HDPE TO 201-CB)
17.14' (24" HDPE TO 202-CB)
19.04' (18" HDPE TO 203-CB)
15.85' (24" HDPE TO 202-CB)
20.49' (15" HDPE TO 203-CB)
14.25' (36" HDPE TO 300-FES)
14.41' (36" HDPE TO 301A-CB)
17.33' (8" PVC TO 301B-CB)
17.81' (8" PVC TO 302-CO)
18.00' (6" PVC TO 303-CO)
18.25' (6" PVC TO 304-OWS)
21.45' (6" PVC TO 305-OWS)
23.43' (1" PVC TO 306-TD)
22.02' (1" PVC TO 306-TD)
25.42' (18" RCP TO 400-PPES)
27.80' (18" RCP TO 402-PPES)
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
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
SLAB TOP YARD INLET
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
SLAB TOP YARD INLET
NCDOT 840.02 CONCRETE CATCH BASIN
FLARED END SECTION
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 6" CLEANOUT
NCDOT 6" CLEANOUT
OIL/WATER SEPARATOR EXIT
OIL/WATER SEPARATOR ENTER
ZURN CUSTOM JUNCTION BOX
ZURN TRENCH DRAIN
MODEL Z-886 NO 8612N
ZURN TRENCH DRAIN
MODEL Z-886 NO 8612N
NCDOT 310.04 PARALLEL PIPE END SECTION
NCDOT 310.04 PARALLEL PIPE END SECTION
NCDOT 310.04 PARALLEL PIPE END SECTION
NCDOT 310.04 PARALLEL PIPE END SECTION
SUMP DEPTH
0.00'
7.50'
0.00'
0.00'
0.00'
0.00'
5.00'
0.00'
0.00'
0.00'
7.50'
0.00'
0.00'
3.75'
0.00'
0.00'
0.00'
7.50'
0.00'
0.00'
0.00'
0.00'
0.00'
0.08'
0.71'
0.35'
0.00'
0.00'
0.00'
0.00'
*
*
*
*CONTRACTOR TO VERITY STRUCTURE SIZE TO ACCOMMODATE SNOUT. REFER TO DETAILS.
*
*
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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01/26/2026
NC
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C3.3
ST
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A
B
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S
332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
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64250.004
NOTES:
TOP REFERS TO:
1.1.CATCH BASIN: TOP OF CURB
1.2.YARD INLET/DROP INLET: SILL
CONC. DRIVEWAY
X
X
X
X
X
X
X
X
X
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H
P
O
H
P
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H
P
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H
P
O
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P
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P
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8" PVC SSWR FORCE MAIN
G
G
G
G
G
W
W
W
W
W
W
W
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
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G
T
U
G
T
U
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F
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F
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
T
U
G
T
U
G
T
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G
T
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T
U
G
T
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T
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G
T
U
G
T
U
G
T
U
G
T
U
G
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T
G
G
G
G
G
G
G
G
G
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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
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U
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8" PVC WATER MAIN
16" PVC WATER MAIN
U
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S
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H
I
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H
W
A
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4
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(
1
5
0
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/
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)
STO
P
DRIV
E
THRU
PICK
-
U
P
ZONE
NEW SHEETZ
STORE
6,879 SF
FFE = 26.00'
VAN
EV
EV
EV
EV
EV
ESTOP
ESTOP
ESTOP
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
RD
RD
RD
RD
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>
2''W
2''W
2''W
2''W
2''W
2''W
1''W
1''W
1''W
UGP
UG
P
UGP
UGP
UGP
UGP
UGP
UGP
G
G
G
G
G
G
G G
G
G
6
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S
A
N
U
G
P
U
G
P
OHP
OHP
OHP
OHP
>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
F
M
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
3
1
3
0292
8
2
0
3
0
3
0
3
1
3
2
3
1
3
0
26
25
22
23
19
20
2
5
28
3
0
24
22
21
25
25
24
2
5
26
1
9
2
7
206-CB
103-CB
204-CB
203-CB
105A-CB
102-CB
202-CB
205-DI
24
2
0
32
32
3
0
27
25
2
9
26
25
24
24
25
2
8
2
7
25
30
25
24
2
9
23
22
2
3
23
20
2
7
25
3
0
2
7
307-TD
24
2
4
24
23
105-CO
MA
T
C
H
L
I
N
E
SH
E
E
T
C3
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5
MA
T
C
H
L
I
N
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SH
E
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T
C3
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5
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
CR
O
W
N
TC
29.11'
FC
28.77'
TC
28.19'
TC
24.04'
TC-HP
24.13'
TC-LP
23.89'
TC
24.24'
TC
24.32'
TC
24.21'
TC
24.29'
TC
26.21'
TC
26.48'
TC-HP
26.81'
PVMT
25.64'
PVMT
25.45'
PVMT
25.94'
PVMT
25.78'
PVMT
25.97'
TC
26.28'
TC
26.01'
TC
25.93'
TC
26.04'
TC
25.12'TC
24.97'
TC
25.03'
TC
25.00'
TC
25.06'
TC
24.87'
TC
24.56'
TC-LP
23.68'
TC
23.93'
TC
24.19'
TC
24.27'
2
4
PVMT
24.52'
PVMT
24.22'
PVMT
24.39'
PVMT
24.48'
PVMT
25.36'
PVMT
25.64'
SWK
25.84'
FC
25.67'
TC
25.36'
TC
25.34'
TC
25.87'
SWK
25.84'
PVMT
25.37'
PVMT
25.37'
SWK
25.67'
SWK
25.67'
-
1
.
5
0
%
FC
25.81'
25
25
TC
25.78'
FC
26.00'
FC
25.82'
TC-HP
25.69'
TC
24.72'
TC
24.83'
TC
25.30'
TC
24.50'TC
24.47'
TC-LP
24.13'
TC
25.17'
TC
24.83'
TC-HP
25.45'
TC-LP
24.94'
TC
25.16'
PVMT
25.04'
TC
24.60'
TC
24.60'TC
24.80'
TC
25.15'
TC-HP
26.62'
TC-LP
25.83'
TC
25.77'
TC-LP
24.95'
TC-HP
25.39'
TC-HP
25.02'
TC
24.81'
TC-LP
24.36'
TC
21.69'
TC
23.93'
TC
22.97'
TC
23.67'
TC
24.20'
TC
24.43'
TC
24.66'
TC
24.80'
TC
25.34'
TC
25.05'
TC
24.48'
TC
24.40'
TC
24.44'
TC
25.44'
FFE=25.60'
TC-HP
25.49'
SWK
25.56'
SWK
25.56'
TC
25.32'
TC
25.37'
TC
25.51'
FC
25.08'
FC
24.99'
TC
25.41'
TC
25.03'
TC
25.11'
SWK
25.47'
SWK
25.56'
SWK
25.41'
FC
24.85'
FC
24.79'
TC
25.22'
SWK
25.33'
TC
25.62'
FC
25.85'
FC
25.98'
TC
25.98'
TC
25.42'
TC
26.00'
TC
25.45'
FC
25.85'
SWK
25.85'
SWK
25.81'
SWK
25.56'
SWK
25.56'
-
1
.
3
4
%
FC
25.78'
SWK
25.84'
TC
25.45'
TC
25.45'
TC
26.06'
TC
24.73'
TC
24.73'
PVMT
24.53'
PVMT
24.53'
PVMT
24.64'
PVMT
24.83'
SWK
25.25'
SWK
25.19'
TC
25.08'
TC
24.98'
TC-LP
24.04'
PVMT
23.21'
PVMT
23.53'
TC-HP
24.49'
TC-LP
22.78'
TC
22.41'
TC
23.53'
TC
24.10'
TC
24.67'
TC-LP
23.88'
TC
24.15'
TC
25.06'
TC
24.85'TC-LP
24.81'
TC
25.49'
TC-HP
25.71'
TC
24.81'
25
25
TC
24.72'
TC
22.41'
TC-HP
23.28'
TC
23.18'TC
23.69'
PVMT
21.77'
PVMT
21.77'
PVMT
23.78'
PVMT
24.08'
2
7
TC
24.69'
TC
27.39'
TC
30.11'
TC
26.25'
TC
28.98'
FFE=26.00'
FFE=26.00'
FFE=26.00'
FFE=26.00'
25
25
24
27
25
26
26
19
21
105B-CB
25
25
25
2
4
3
0
PVMT
25.11'
PVMT
25.08'
PVMT
23.75'
25
24
PVMT
23.76'
PVMT
23.93'
PVMT
24.80'
PVMT
24.52'
PVMT
23.20'
PVMT
26.05'
PVMT
26.13'
TC
26.19'
TC
26.11'
TC
24.31'
PVMT
25.13'
PVMT
25.13'
PVMT
25.13'
PVMT
25.13'
TC
24.59'
TC
24.89'
TC
24.74'
PVMT
24.67'
TC
24.57'
REFER TO GAS CANOPY INSET - SHEET C3.6
PVMT
23.91'
24
25
-
0
.
0
0
%
21
22
23 24
25
27
PVMT
29.76'
PVMT
29.67'
PVMT
29.39'
3
0
22
2
3
22
2
3
24 26
2
5
106-DI
403-PPES
402-PPES
401-PPES
400-PPES
2
8
2
8
2
8
2
8
2
7
2
8
30
2826
2
5
3
0
3
1
3
1
30
29
2
8
27
26
2
5
PVMT
29.30'
PVMT-ME
29.83'
TC
25.59'
FC
28.22'
PVMT
28.96'
TC
25.29'
TC
25.67'
PVMT
24.47'
PVMT
24.48'
PVMT
24.55'
PVMT
26.11'
PVMT
28.84'
PVMT
30.48'
PVMT
30.64'
PVMT
30.48'
PVMT
28.89'
PVMT
26.17'
PVMT
24.61'
PVMT
24.49'
23
24
24
SWK
25.13'
SWK
24.50'
TC
24.45'
104-CB
2
8
3
0
31
TC
24.51'
TC
24.36'
TC
25.03'
TC
25.92'
TC
25.92'
TC
26.00'
TC
28.42'
26
28
2524 27
28
28
26
2
9
2
6
2
7
2
7
2
6
3
0
PVMT-ME
31.96'
PVMT
31.33'
TC
30.46'
FC
30.18'
TC
29.54'
FC
29.39'
PVMT
30.78'
PVMT-ME
30.82'
PVMT
30.96'
PVMT-ME
31.73'
PVMT-ME
31.37'
PVMT-ME
31.19'
SPOT ELEVATION LEGEND
TC = TOP OF CURB
ME = MATCH EXISTING
GND = GROUND
SWK = SIDEWALK
LP = LOW POINT
HP = HIGH POINT
FC = FLUSH CURB
PVMT = TOP OF PAVEMENT
FL = FLOW LINE
TI = TOP OF ISLAND
NA
D
8
3
0
SCALE 1"=20'
40'20'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
D
O
T
&
C
F
P
U
A
S
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B
M
I
T
T
A
L
S
11
/
0
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2
0
2
5
NC
D
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12
/
1
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2
0
2
5
NC
D
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T
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01
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1
3
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2
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2
6
01
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1
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2
0
2
6
NC
D
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&
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01
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6
KNOW WHAT'S BELOW.CALL 811 BEFORE YOU DIG.
C3.4
SP
O
T
G
R
A
D
I
N
G
P
L
A
N
332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
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4
2
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64250.004
X
X
X
X
X
X
X
X
X
X
X
STOP
ESTOP
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>
1''W
1''W
20
1
9
18
20
20
22
202-CB
301A-CB
201-CB
200-FES
100-FES
300-FES
18
1
8
18
18
20
28 25
20
1
7
1
8
19
19
18
15
19
14
23
2
2
2
3
21
20
2
0
20
21
19
19
25
23
20
15
16
17
18
15
14
15
14
20
18
15
14
15
16
17
18
19
15
15
14
14
19
15
17
308-TD
21
2
1
21
MA
T
C
H
L
I
N
E
SH
E
E
T
C3
.
4
INFILTRATION BASIN
STORMWATER CONTROL MEASURE
MA
T
C
H
L
I
N
E
SH
E
E
T
C3
.
4
TC
23.93'
TC
24.48'
PVMT
22.09'PVMT
23.21'
PVMT
22.44'
TC
21.76'
TC
21.50'
TC-LP
19.50'
TC
20.22'
TC
21.85'
TC
21.77'
TC
20.95'
TC
20.98'
CROW
N
PVMT
21.66'
TC-HP
20.17'
TC-LP
19.50'
TC-HP
21.79'
TC
21.37'
TC
21.79'
TC-LP
19.76'
TC
20.76'
21
2
2
2
3
2
2
TC
21.90'
TC
21.82'
TC
20.94'
TC
21.02'
TC
20.49'
TC
20.56'
TC
21.13'
TC
20.87'
PVMT
22.41'
PVMT
22.71'
301B-CB
101A-CB
21
PVMT
21.26'PVMT
21.26'
PVMT
21.56'
PVMT
21.44'
PVMT
22.39'
PVMT
21.17'
PVMT
21.43'
PVMT
21.37'
PVMT
20.51'
PVMT
21.29'
PVMT
20.41'
PVMT
20.58'PVMT
21.42'
PVMT
21.48'
PVMT
20.77'
PVMT
20.17'
PVMT
21.62'
PVMT
23.20'
23
REFER TO DIESEL CANOPY INSET
0.00%
19
19
20
21
TC
20.61'TC
20.68'
TC
20.72'TC
20.66'
TC
21.11'
TC
21.07'
TC
21.85'
TC
21.04'
TC
21.71'TC
21.80'
TC
21.75'
TC
21.83'
20
2
0
21
21
TC
21.00'
TC
21.61'
PVMT
21.80'
PVMT
21.56'
TC
21.49'
TC
21.41'
PVMT
21.46'PVMT
21.54'
302-CO
303-CO
306-TD
101B-CB
TC
20.69'
TC
20.45'
TC
21.30'
20
21
20 20
21
21
20
20
15
14
18
21
21
SPOT ELEVATION LEGEND
TC = TOP OF CURB
ME = MATCH EXISTING
GND = GROUND
SWK = SIDEWALK
LP = LOW POINT
HP = HIGH POINT
FC = FLUSH CURB
PVMT = TOP OF PAVEMENT
FL = FLOW LINE
TI = TOP OF ISLAND
NA
D
8
3
0
SCALE 1"=20'
40'20'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
RE
V
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1
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AS SHOWN
S:
\
3
3
2
\
6
4
2
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0
-
S
h
e
e
t
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\
0
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|
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t
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1/
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2
6
1
1
:
3
1
A
M
|
b
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f
f
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l
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y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
D
O
T
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
S
11
/
0
8
/
2
0
2
5
NC
D
E
Q
S
T
O
R
M
W
A
T
E
R
S
U
B
M
I
T
T
A
L
12
/
1
0
/
2
0
2
5
NC
D
O
T
S
U
B
M
I
T
T
A
L
01
/
1
3
/
2
0
2
6
01
/
1
6
/
2
0
2
6
NC
D
O
T
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
S
BI
D
S
E
T
01
/
2
6
/
2
0
2
6
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.C3.5
SP
O
T
G
R
A
D
I
N
G
P
L
A
N
332
P. BARBEAU
P. BARBEAU
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
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
64250.004
SPOT ELEVATION LEGEND
TC = TOP OF CURB
ME = MATCH EXISTING
GND = GROUND
SWK = SIDEWALK
LP = LOW POINT
HP = HIGH POINT
FC = FLUSH CURB
PVMT = TOP OF PAVEMENT
FL = FLOW LINE
TI = TOP OF ISLAND
ESTOP
RD
R
D
R
D
R
D
25
25
CRO
W
N
PVMT
25.64'
PVMT
25.94'
PVMT
25.97'
PVMT
24.52'
PVMT
24.22'
PVMT
24.39'
PVMT
24.48'
PVMT
25.36'
PVMT
25.64'
SWK
25.84'
TC
25.36'
SWK
25.84'
PVMT
25.04'
PVMT
24.39'
PVMT
24.65'
PVMT
24.91'
PVMT
25.08'
PVMT
24.79'
PVMT
24.51'
PVMT
24.57'
PVMT
24.90'
PVMT
25.22'
PVMT
25.06'
PVMT
24.80'
PVMT
24.54'
PVMT
24.46'
PVMT
24.45'
PVMT
24.49'
PVMT
24.72'
PVMT
24.68'
PVMT
24.71'
PVMT
24.75'
PVMT
24.94'
PVMT
24.98'
PVMT
25.01'
PVMT
24.97'
PVMT
25.15'
PVMT
25.18'
PVMT
25.14'
PVMT
25.11'
PVMT
24.85'
PVMT
24.87'
PVMT
24.84'
PVMT
24.82'
PVMT
24.55'
PVMT
24.57'
PVMT
24.53'
PVMT
24.51'
PVMT
24.42'
TI
24.85'
FFE=26.00'
25
25
26
PVMT
24.44'
TI
24.85'
PVMT
24.47'
TI
25.11'
TI
25.11'
TI
25.37'
TI
25.37'
TI
25.54'
TI
25.54'
TI
25.24'
TI
25.24'
TI
24.93'
TI
24.93'
PVMT
24.70'
PVMT
24.73'
PVMT
24.96'
PVMT
24.99'
PVMT
25.16'
PVMT
25.13'
PVMT
24.86'
PVMT
24.83'
PVMT
24.56'
PVMT
24.52'
1''W
1''W
1''W
1''W
1''W
1'
'
W
308-TD
307-TD
PVMT
22.41'
PVMT
23.78'
PVMT
24.08'
PVMT
22.71'
PVMT
22.68'
PVMT
22.51'
TI
23.01'
PVMT
22.73'
PVMT
22.56'
TI
23.01'
TI
23.32'
TI
23.32'
TI
23.63'TI
23.63'
TI
23.94'TI
23.94'
TI
24.25'
TI
24.25'
PVMT
22.82'PVMT
22.87'
PVMT
23.13'PVMT
23.18'
PVMT
23.44'PVMT
23.49'PVMT
23.75'PVMT
23.80'
PVMT
23.97'
PVMT
23.92'
PVMT
23.66'
PVMT
23.61'PVMT
23.35'
PVMT
23.30'
PVMT
23.04'
PVMT
22.99'
PVMT
23.75'
PVMT
22.39'
PVMT
23.89'
PVMT
23.91'
PVMT
23.84'
PVMT
23.58'
PVMT
23.53'
PVMT
23.27'
PVMT
23.22'
PVMT
22.96'
PVMT
22.91'PVMT
22.65'
PVMT
22.60'
23
24
306-TD
TC
24.45'
NA
D
8
3
0
SCALE 1"=10'
20'10'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
RE
V
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-
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2
AS SHOWN
S:
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3
3
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\
6
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2
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0
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\
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6
1
1
:
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1
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|
b
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y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
D
O
T
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
S
11
/
0
8
/
2
0
2
5
NC
D
E
Q
S
T
O
R
M
W
A
T
E
R
S
U
B
M
I
T
T
A
L
12
/
1
0
/
2
0
2
5
NC
D
O
T
S
U
B
M
I
T
T
A
L
01
/
1
3
/
2
0
2
6
01
/
1
6
/
2
0
2
6
NC
D
O
T
&
C
F
P
U
A
S
U
B
M
I
T
T
A
L
S
BI
D
S
E
T
01
/
2
6
/
2
0
2
6
GAS CANOPY SPOT GRADING INSET
SCALE 1" = 10
DIESEL CANOPY SPOT GRADING INSET
SCALE 1" = 10
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.C3.6
SP
O
T
G
R
A
D
I
N
G
I
N
S
E
T
S
332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
E
E
T
Z
-
U
S
H
w
y
4
2
1
WI
L
M
I
N
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T
O
N
-
NE
W
H
A
N
O
V
E
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C
O
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NO
R
T
H
C
A
R
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L
I
N
A
64250.004
>>>>
>
>
>
>
>
>
>
>
10+00 10+50 11+00 11+50 12+00 12+50 13+0013+00
36" HDPE
301A-CB
201-CB
200-FES
100-FES
300-FES
36"
H
D
P
E
36" HDPE
21
20
21
20
20
19
1
9
18
1
8
18
18
20
25
22
28 25
1
7
31
22
18
18
15
19
14
INFILTRATION BASIN
STORMWATER CONTROL MEASURE
20
19
1922
20
24
25
27
22
21
20
25
27
23
20
14
15
16
17
18
15
14
15
14
20
18
15
14
15
16
17
18
19
15
15
14
14
19
15
17
6" PERFORATED PVC
OBSERVATION WELL
W/ LOCKING CAP.
19
21
RIPRAP
PAD (TYP.)
RIPRAP
PAD (TYP.)
RIPRAP
PAD (TYP.)
36"
H
D
P
E
301B-CB
14
15
16
17
18
19
VARIABLE WIDTH SCM ACCESS
& MAINTENANCE EASEMENT
20 20
21
212019
20 21
21
19
20
21
SEE EMERGENCY
SPILLWAY SECTION
25
22
2
6
2
5
2022 1
9
1
9
20
19
20
10
15
20
25
10
15
20
25
1
9
.
5
1
9
.
9
1
9
.
5
1
9
.
1
1
9
.
0
1
8
.
1
1
7
.
9
1
8
.
1
1
8
.
2
1
8
.
1
1
7
.
5
1
7
.
2
1
7
.
4
1
7
.
4
10+00 10+50 11+00 11+50 12+00 12+50 13+0013+00
14
.
0
0
14
.
0
0
14
.
0
0
14
.
0
0
14
.
0
0
14
.
0
0
14
.
0
0
14
.
0
0
14
.
8
9
14
.
0
0
14
.
0
0
19
.
5
0
19
.
5
0
1' DEEP FOREBAY
BTTM (14.00')
TOP (15.00')
5' WIDE FOREBAY BERM (15.00')
MAIN INFILTRATION BASIN (BTTM 14.00')
SEE GRASS SPECIFICATIONS FOR PLANTING
BTTM OF BASIN SHALL HAVE A 2% OR LESS SLOPE
Ksat = 4.8 IN/HR
6" PERFORATED PVC OBSERVATION WELL W/
LOCKING CAP. INSTALL MINIMUM OF 1.0'
ABOVE BTTM OF BASIN TO 3.0' BELOW GRADE.
INSTALL NEAR CENTER OF MAIN BASIN.
EXISTING GRADE
3 MAX
1 3 MAX
1
300-FES
RIPRAP
DISSIPATION
PAD
Q1 ELEV (14.75')
WQ ELEV (14.96')
Q10 ELEV (16.10')
Q25 ELEV (16.95')
Q100 ELEV (18.60')
FINISHED GRADE
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
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N
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
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INFILTRATION BASIN PROFILE VIEW
PROFILE SCALE
0
0
30'
3'
SOIL COMPACTION REQUIREMENTS:
DO NOT MECHANICALLY COMPACT SOIL AT
BOTTOM OF INFILTRATION BASIN OR FOREBAYS.
USE WATER OR WALK ON IT AS IT IS PLACED.
GRASS SPECIFICATIONS:
INFILTRATION BASIN SHALL BE SEEDED WITH A
HYBRID BERMUDA GRASS SEED MIX. IF SOD IS
USED INSTEAD OF SEED; AVOID SOD THAT IS
GROWN IN SOIL THAT HAS AN IMPERMEABLE
LAYER (SUCH AS CLAY). SOD SHALL BE A
NON-CLUMPING, DEEP ROOTED SPECIES IN A
WELL DRAINING SOIL.
INFILTRATION BASIN CONSTRUCTION NOTES
CARE SHOULD BE USED DURING INSTALLATION TO MINIMIZE
COMPACTION OF SOIL ON THE BOTTOM AND SIDE SLOPES OF
INFILTRATION BASINS SINCE THIS WILL REDUCE THE PERMEABILITY AT
THE SOIL INTERFACE. TO AVOID COMPACTING THE DRAINAGE MEDIA,
LIGHT EQUIPMENT AND CONSTRUCTION TECHNIQUES THAT MINIMIZE
COMPACTION SHOULD BE USED.
EXCAVATION
SUB-CUT THE INFILTRATION AREA AS SHOWN ON THE PLANS. WHERE
POSSIBLE, EXCAVATION SHOULD BE PERFORMED WITH A BACKHOE AND
WORK SHOULD BE DONE FROM THE SIDES AND OUTSIDE THE
FOOTPRINT OF THE INFILTRATION AREA TO AVOID SOIL COMPACTION. IF
IT IS NECESSARY TO WORK IN THE INFILTRATION AREA, ONLY LOW
GROUND PRESSURE TRACKED EQUIPMENT SHOULD BE ALLOWED TO
COMPLETE THE WORK. RUBBER TIRE EQUIPMENT SHOULD BE STRICTLY
PROHIBITED WITHIN THE INFILTRATION AREA, UNLESS WORKING FROM
PAVEMENT OUTSIDE OF THE BASIN OR TRENCH. THE CONTRACTOR
SHOULD START THE WORK AT THE FAR SIDE OF THE TRENCH OR BASIN
AND WORK THEIR WAY OUT.
DECOMPACTION
SUBSOIL DECOMPACTION IS REQUIRED IN ALL INFILTRATION AREAS.
DECOMPACT SUBSOIL WITH A BACKHOE RIPPER ATTACHMENT OR
OTHER APPROVED METHOD TO A DEPTH OF AT LEAST 18 INCHES
BELOW SUBGRADE IN ALL LOCATIONS OF THE BASIN. ALSO KNOWN AS
SOIL LOOSENING OR SOIL RIPPING, THIS TECHNIQUE HAS BEEN SHOWN
TO INCREASE INFILTRATION AND REDUCE COMPACTION FROM
CONSTRUCTION ACTIVITIES.
SUBSOIL INFILTRATION TESTING PRIOR TO SEEDING
AFTER SOIL DECOMPACTION, SUBSOIL INFILTRATION TESTING SHALL BE
CONDUCTED BY A LICENSED GEOTECHNICAL ENGINEER OR LICENSED
SOIL SCIENTIST (AT CONTRACTORS EXPENSE). TEST THE INFILTRATION
AREA TO VERIFY THE ASSUMED INFILTRATION RATE AND THAT THE
INFILTRATION AREA WILL DRAIN DRY WITHIN 48 HOURS. THIS CAN BE
ACCOMPLISHED BY PERFORMING DOUBLE RING INFILTROMETER TESTS
(ASTM D3385) IN THE BOTTOM OF THE BASIN, OR BY FILLING THE
INFILTRATION BASIN AND TIMING HOW LONG IT TAKES TO DRAIN FROM
MAXIMUM WATER DEPTH TO DRY BOTTOM. THE MEASURED
INFILTRATION RATE SHOULD EQUATE TO ONE AND A HALF TIMES THE
DESIGNED INFILTRATION RATE, WHICH IS 4.8 INCHES PER HOUR. IF THE
BASIN IS FILLED WITH WATER TO PERFORM THIS CHECK, BE SURE
SEDIMENTS ARE NOT BEING WASHED INTO THE BASIN DURING FILLING.
IF SEDIMENTS ARE WASHED INTO THE BASIN, THEY NEED TO BE
REMOVED PRIOR TO PLACING INFILTRATION MEDIA.
IF THE BASIN DOES NOT DRAIN DRY WITHIN 72 HOURS OR THE
INFILTRATION RATE IS SLOWER THAN ONE AND A HALF TIMES WHAT
WAS ASSUMED IN THE DESIGN, ADDITIONAL SOIL LOOSENING OR
MODIFICATION MAY BE NECESSARY. PROVIDE INFILTRATION TEST
DOCUMENTATION TO THE DESIGN ENGINEER A MINIMUM OF TWO
WEEKS PRIOR TO SEEDING BASIN.
RUNOFF SHALL NOT BE DIRECTED INTO AN INFILTRATION DEVICE UNTIL
THE DRAINAGE AREA IS STABILIZED. THE LONGEVITY OF INFILTRATION
DEVICES IS STRONGLY INFLUENCED BY THE CARE TAKEN DURING
CONSTRUCTION.
A MINIMUM OF ONE OBSERVATION WELL SHALL BE INCLUDED IN THE
DESIGN OF THE INFILTRATION SYSTEM TO PERIODICALLY VERIFY THAT
THE DRAINAGE MEDIA IS FULLY DRAINING. THE MONITORING WELL
SHALL CONSIST OF A 6-INCH-DIAMETER, PERFORATED POLYVINYL
CHLORIDE (PVC) PIPE WITH A LOCKING CAP. THE WELL SHOULD BE
PLACED NEAR THE CENTER OF THE FACILITY OR IN THE GENERAL
LOCATION OF THE LOWEST POINT WITHIN THE FACILITY.
MAINTENANCE
FOR THE FIRST YEAR OF OPERATION, INSTALLATIONS SHOULD BE
INSPECTED MONTHLY AND AFTER EACH MAJOR RAINFALL EVENT.
AFTER THE FIRST YEAR, QUARTERLY INSPECTIONS, PREFERABLY
CONDUCTED AFTER A MAJOR RAINFALL EVENT, ARE RECOMMENDED.
IN ORDER TO MONITOR PERFORMANCE OF THE INFILTRATION DEVICE,
OBSERVATIONS SHOULD BE CONDUCTED TO DETERMINE HOW LONG IT
TAKES RETAINED WATER TO INFILTRATE INTO THE SOIL AFTER A STORM
EVENT. THE DETERMINATION CAN BE MADE IN TWO WAYS. THE MOST
INFORMATIVE WAY IS TO READ THE WATER LEVEL SEVERAL TIMES
OVER A PERIOD OF DAYS AFTER A LARGE STORM. THE ALTERNATIVE IS
A “ONE-STOP” METHOD, WHERE A SINGLE READING IS TAKEN AND
COMPARED WITH THE LOCAL RAINFALL RECORD. ALTHOUGH LESS
ACCURATE THAN THE MULTIPLE READING METHOD, THE ONE-STOP
METHOD WILL STILL ALLOW SIGNIFICANT DETERIORATION IN
PERFORMANCE TO BE RECOGNIZED.
MAINTENANCE IS VERY IMPORTANT FOR INFILTRATION DEVICES.
PROPERTY OWNERS SHOULD BE EDUCATED IN THE FUNCTION AND
MAINTENANCE REQUIREMENTS OF INFILTRATION DEVICES. ESPECIALLY
IMPORTANT IS THE MAINTENANCE OF VEGETATED AREAS THAT DRAIN
TO THE INFILTRATION SYSTEM. AREAS THAT ARE ALLOWED TO
BECOME BARE AND UNVEGETATED WILL CONTRIBUTE EXCESS
SEDIMENT TO THE INFILTRATION SYSTEM AND HASTEN ITS FAILURE.
ANY SEDIMENT DEPOSITS IN PRETREATMENT DEVICES SHOULD BE
REMOVED AT LEAST ANNUALLY.
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.C3.7
IN
F
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332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
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64250.004
EMERGENCY SPILLWAY SECTION
N.T.S.
EMERGENCY SPILLWAY WIDTH
(SEE EMERGENCY SPILLWAY TABLE)
TOP OF DAM
(SEE EMERGENCY
SPILLWAY TABLE)
EMERGENCY SPILLWAY LINING
(SEE EMERGENCY SPILLWAY TABLE)
5:15:1 PERMANENT SPILLWAY CREST
(SEE EMERGENCY SPILLWAY TABLE)
EMERGENCY SPILLWAY TABLE
TOP OF BERM ELEVATION:21.00'
PERM. SPILLWAY CREST ELEVATION:20.00'
EMERGENCY SPILLWAY BASE WIDTH:20.00'
EMERGENCY SPILLWAY TOP WIDTH:30.00'
EMERGENCY SPILLWAY LINING:NORTH AMERICAN GREEN P300
XOHP
OHP
OH
P
OH
P
OH
P
OHP
OH
P
OHP
OHP
OH
P
OHP
U
U
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W W W W W
UGT UGT UGT UGT UGT UGT UGT
UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO
W W W W W W W W W W W W
W W W W W W
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGT
UGTUGT
WWWW
UTCUTCUTCUTC
UFOUFOUFOUFOUFOUFO
UGTUGT
UGTUGTUGTUGT WWWWWW
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UGT UGT UGT UGT UGT UGT
UGT UGT UGT UGT UGT UGT UGT
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U.S.HIGHWAY 421
(150' PUBLIC R/W)
31
30
30
29
31
32
31
30
24
25
2
6
28
29
2
8
30
3
2
33
32
28
±12' EXIST.
±12' EXIST.
EXIST. EOP
EXIST. STRIPING
±17' EXIST.
±11' EXIST.
±11' EXIST.
±12' EXIST.
±12' EXIST.
DEMO EXIST. STRIPINGEXIST. STRIPING
TO REMAIN
DEMO EXIST. STRIPING
EXIST. STRIPING
TO REMAIN
DEMO EXIST.EOP
DEMO EXIST.18" RCP DEMO EXIST.18" RCP
EXIST. STRIPING
TO REMAIN
EXIST. FIRE HYDRANT
TO REMAIN
16" PVC WATER MAIN
8" PVC WATER MAIN
±16' EXIST.
DEMO EXIST. CURB
SAW CUT EXIST.
ASPHALT
DEMO EXIST. FES
DEMO EXIST. FES DEMO EXIST. FES
RELOCATE AND/OR MODIFY EXISTING
UNDERGROUND UTILITY VAULT
DEMO EXIST. CONCRETE DRIVE
EXIST. CONCRETE
DRIVE TO REMAIN
31
29
29
DEMO EXIST. STRIPING
SAW CUT EXIST. ASPHALT2828
27
26
OHP
OHP
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G
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U.S.HIGHWAY 421
(150' PUBLIC R/W)
STANDARD 5
>
>
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2''WUGP
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OHP
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>>>>
FM
FM
3
1
30
30
29
31
32
31
30
24
25
2
6
28
29
2
8
30
32
33
32
28
PROP. NATURAL GAS CONNECTION
(REFER TO UTILITY PLAN)
PROP. FIRE/DOMESTIC/IRRIGATION WATER TAP
(REFER TO UTILITY PLAN)
31
29
29
MATCH EXISTING
PAVEMENT ELEVATION
MATCH EXISTING
PAVEMENT ELEVATION
MATCH EXISTING
PAVEMENT ELEVATION2828
27
26
PROP. POWER POLE
(REFER TO UTILITY PLAN)
PROP. FORCEMAIN CONNECTION VIA
HORIZONTAL DIRECTIONAL DRILL
(REFER TO LIFT STATION PLANS)
24
29
28
28
29
2826
27
28
29
30
27 28
31
31
31
30
29
29
32
3
1
27
18" RCP
18" RCP
PROP. FIRE HYDRANT
(REFER TO UTILITY PLAN)
30
PROP. SIGNALIZED
INTERSECTION
28
27
27 28
27 26
29
28
2
8
2
7
2
6
2
5
26
28
29
28
27
3:1-2
%
-2
%
-2
%
28
30
NO EXISTING DRIVEWAY CULVERT PER
06/11/2025 SURVEY BY TIMMONS GROUP
MA
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PROPOSED CFPUA EASEMENT
OHP
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U.S.HIGHWAY 421
(150' PUBLIC R/W)
STANDARD 5
T1
200' TAPER 50' DECEL.100' STORAGE
150' STORAGE
12' PROP.
±12' EXIST.
±12' EXIST.
4' PAVED SHOULDER
PROP. EOP
T1
PROP. EOP
T2
T4
T71 T71
5" MONOLITHIC CONCRETE ISLAND
38'
12'
"STOP" SIGN' R-1 (MUTCD)
AND 24" WIDE "STOP" BAR
T72
18'12'12'12'
T70
T71
PROP. SIGNALIZED
INTERSECTION
EXIST. STRIPING
T70
T72
T72T61
T61
T52
T13
±17' EXIST.
±11' EXIST.
±11' EXIST.
±12' EXIST.
±12' EXIST.
T70
T13
T61
±16' EXIST.
NEW NCDOT ASPHALT
1.5" MILL & OVERLAY (1' WIDE MIN.)
NEW NCDOT ASPHALT
1.5" MILL & OVERLAY 1.5" MILL &
OVERLAY
1.5" MILL & OVERLAY
EXIST. EOP
T71
1.5" MILL & OVERLAY (1' WIDE MIN.)
10' X 70' SIGHT
DISTANCE TRIANGLE
10' X 70' SIGHT
DISTANCE TRIANGLE
10' X 70' SIGHT
DISTANCE TRIANGLE
10' X 70' SIGHT
DISTANCE TRIANGLE
R40'R50'
R50'
TRAFFIC SIGNAL EQUIPMENT.
REFER TO PLANS BY OTHERS
T5
T5
T61
T4T2
T61
R40'
T1
"RIGHT TURN ONLY" SIGN;
R3-5 (MUTCD)
PROPOSED CFPUA EASEMENT
US HWY 421 TYPICAL ROAD WIDENING SECTION (1" = 10')
1' (MIN.) MILLED LAP-JOINT
±12' EXIST.±12' EXIST.12' PROP.
4' PAVED SHOULDER
CL
2' GRADED SHOULDER
VARIABLE
WIDTH TO R/W
R/WREFER TO PAVEMENT
SECTION DETAIL
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60'30'
JOB NO.
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CHECKED BY
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
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TRAFFIC CONTROL KEYNOTES
Symbol Description Material Linear Length
Adjustment
T1 WHITE EDGELINE (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T2 WHITE SOLID LANE LINE (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL
1205.01.Thermo 0.25
T5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 90 MIL)Thermo 0.25
T13 YELLOW DOUBLE CENTER (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01 Thermo 2
T52 YELLOW DIAGONAL (12", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01 Thermo 1
T61 WHITE STOPBAR (24", 90 MIL)Thermo 1
T70 LEFT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1
T71 RIGHT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1
T72 STRAIGHT ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08 Thermo 1
US HWY 421
EXISTING CONDITIONS
US HWY 421
ROAD WIDENING PLANS
US HWY 421
ROAD STRIPING PLAN
TRANSPORTATION CONSTRUCTION NOTES
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY AND/OR NCDOT STANDARDS.
2.THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM AMOUNT OF INCONVENIENCE TO
TRAFFIC. ANY WORK REQUIRING PERSONNEL OR EQUIPMENT WITHIN 5' OF THE TRAVEL LANES ON AN UNDIVIDED ROADWAY, OR
10' OF TRAVEL LANES, ON A DIVIDED ROADWAY SHALL REQUIRE A LANE CLOSURE PER THE LATEST EDITION OF THE MUTCD AND
THE NCDOT STANDARD SPECIFICATIONS. THE MORE STRINGENT STANDARDS SHALL APPLY.
3.PEAK HOURS RESTRICTED: NO LANE CLOSURES SHALL BE ALLOWED FROM 6:00AM TO 9:00 AM AND FROM 4:00PM TO 7:00PM AND
NO WEEKEND LANE CLOSURES (HOURS SUBJECT TO CHANGE DUE TO TRAFFIC CONDITIONS - NIGHTTIME OPERATIONS WILL BE
REQUIRED WHEN WARRANTED). NO LANE CLOSURES DURING HOLIDAYS OR LOCAL EVENTS.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE TO THE PROVISIONS OF THE
MUTCD (MOST CURRENT EDITION).
5.THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY OBSTRUCTION PERMIT FOR ANY WORK WHICH REQUIRES THE TEMPORARY
CLOSURE OF A STREET, TRAVEL LANE, PARKING SPACE OR SIDEWALK FROM RIGHT-OF-WAY SERVICES AT LEAST 48 HOURS IN
ADVANCE.
6.PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE.
7.ALL DAMAGED INFRASTRUCTURE IN THE RIGHT-OF-WAY BY THE CONTRACTOR SHALL BE RESTORED TO PREVIOUS OR BETTER
CONDITION.
8.ANY DAMAGES TO ADJACENT PROPERTIES BY THE CONTRACTOR SHALL BE RESTORED TO PREVIOUS OR BETTER CONDITION.
PAVEMENT MARKING NOTES
1.LOCATION OF PAVEMENT MARKINGS SHALL CONFORM TO NCDOT PAVEMENT MARKING STANDARDS. APPLICATION OF PAVEMENT
MARKINGS SHALL BE DONE IN ACCORDANCE WITH SECTION 1205 OF THE N.C. DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES HANDBOOK (LATEST EDITION) WITH REVISION(S) THERETO.
2.ALL EXISTING PAVEMENT MARKINGS SHALL BE ERADICATED PER NCDOT SPECIFICATIONS PRIOR TO PLACEMENT OF MARKING
SHOWN HEREIN.
2.1.PAVEMENT MARKING AND MARKER CHANGES SHALL BE ACCOMPLISHED BY COMPLETELY COVERING THE LINES BY MEANS
OF ASPHALT OVERLAYING OR BY AN APPROVED METHOD OF GRINDING. IN NO CASE SHALL THE APPLICATION OF LIQUID
ASPHALT "TACK" BE ACCEPTED AS AN APPROVED METHOD FOR COVERING PAVEMENT MARKINGS. ANY PAVEMENT MARKINGS
THAT ARE DAMAGED OR OBLITERATED SHALL BE RESTORED BY THE ENCROACHING PARTY AT NO EXPENSE TO NCDOT.
3.THE CONTRACTOR SHALL BE REQUIRED TO PRE-MARK THE PAVEMENT PRIOR TO ACTUAL APPLICATION OF MARKINGS WITHIN THE
NCDOT RIGHT OF WAY. THE CONTRACTOR SHALL SCHEDULE A PRE-MARKING INSPECTION REVIEW WITH THE NCDOT DISTRICT
ENGINEER AT LEAST ONE WEEK PRIOR TO MARKING. PAVEMENT MARKINGS SHALL NOT BE INSTALLED UNTIL AFTER FIELD REVIEW
AND APPROVAL BY THE NCDOT DISTRICT ENGINEER.
4.PAVEMENT MARKINGS SHALL MATCH TO AND ALIGN WITH EXISTING CONDITIONS AND MARKINGS. THE CONTRACTOR SHALL
PROVIDE THERMOPLASTIC MARKINGS ON ROADWAYS .
5.INSTALLATION OF PAVEMENT MARKINGS AND RAISED REFLECTIVE PAVEMENT MARKERS FOR NEWLY CONSTRUCTED TURN LANES
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR .
6.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND INSTALLED TO THE MOST CURRENT NCDOT STANDARDS.
7.ALL PAVEMENT MARKERS SHALL BE SNOWPLOWABLE/RAISED, PERMANENT MARKERS AND INSTALLED TO THE MOST CURRENT
NCDOT STANDARDS.
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
2-IN
4-IN
5.5-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.
*OVERLAY AREAS - 1.5" S9.5C
NCDOT PAVEMENT SECTION DETAIL
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.C3.8
US
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P. BARBEAU
P. BARBEAU
06/24/2025
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64250.004
US HWY 421
ADJACENT CULVERT INSET
OHP
OH
P
OH
P
OH
P
OH
P
OH
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GGGGGG
W W W W W
UGT UGT UGT UGT
UGT
UFO UFO UFO UFO UFO
W W W W W
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UGT WWWWWWWW
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UGT UGT UGT UGT
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UGT UGT UGT UGT
UGT
UGT
UGTUGT
UGTUGT
UGT
UGTUGT
UGT
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UGTUGT
UGT
UGTUGT
UGT
U.S.HIGHWAY 421
(150' PUBLIC R/W)
>
>
>
G
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50SL-
1
SL-
2
SL-
3
SL-
4
SL-
5
SL-
6
SL-
7
>>>>>
30
30
25
2
6
28
29
2
8
28
28
27
26
29
18" RCP
28
27
27
28
27
26
29
28
2
8
2
7
2
6
2
5
26
28
29
28
27
3:1
-2
%
-2
%
-2
%
28
SL-1: 10+25
20
25
30
20
25
30
0 10 20 30 40 50 60 70 80
SL-2: 10+75
20
25
30
20
25
30
0 10 20 30 40 50 60 70 80
SL-3: 11+25
25
30
35
25
30
35
0 10 20 30 40 50 60 70 80
SL-4: 11+75
25
30
35
25
30
35
0 10 20 30 40 50 60 70 80
SL-5: 12+25
20
25
30
20
25
30
0 10 20 30 40 50 60 70 80
SL-7: 13+25
22
25
30
22
25
30
0 10 20 30 40 50 60 70 80
SL-6: 12+75
20
25
30
20
25
30
0 10 20 30 40 50 60 70 80
R/
W
R/
W
R/
W
R/
W
R/
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R/
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R/
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PR
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-2.00%
-1.77%-2.15%
-2.11%-2.00%
-2.00%
PR
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P
-2.00%
PR
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SCALE 1"=20'
40'20'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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01/26/2026
NC
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SECTION SCALE
20'
4'
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.C3.9
US
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P. BARBEAU
P. BARBEAU
06/24/2025
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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
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
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
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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 &
SUTTON 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
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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
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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
CONCRETE PAD
BRICK BUILDING
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EC101
EC101
EC102 EC102
EC102
EC103
EC103
EC103
EC104
EC104
EC116
EC116
EC116
EC120
EC106
EC107
REFER TO INSET ON SHEET
C4.3 FOR CONTINUATION
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY AND NCDEQ STANDARDS
AND SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT
ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION.
FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN
OR GRADE CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR
FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF
THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN
LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH
WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
10.PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED
SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF
AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE
BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE
CONTRACTOR WILL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED FOR THIS
PROJECT TO NCDEQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT
OFFICER, OR OTHER GOVERNING AGENCY.
NOTES:
·STABILIZE LOWER PERIMETER UPON SEDIMENT BASIN CONSTRUCTION COMPLETION.
·MAINTAIN SILT FENCE AS INDICATED ON THE PLANS WITH SILT FENCE OUTLETS AT THE LOW
POINTS IN THIS PHASE.
·THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM
WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS
OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED,
EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE
RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE. ADDITIONALLY THE
CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF INSPECTIONS” INDICATING THE
DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES (SEEDING/MULCHING OR SOD)
ARE INITIATED. THE “SELF INSPECTION” REPORTS WILL BE MAINTAINED ALONG WITH THE
“NPDES” INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED
INSPECTION RECORDS ARE TO BE FORWARDED TO EAD AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES
WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND
SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTION
PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS
REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT
PERMIT NUMBER, EROSION SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL
BE DISCLOSED.
PHASE I EROSION CONTROL CONSTRUCTION
SEQUENCE:
1.OWNER/DEVELOPER/CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED EROSION
CONTROL PLAN AND MAINTAIN A COPY OF THE PLAN ON SITE THROUGHOUT DURATION OF
CONSTRUCTION.
2.PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR MUST LOCATE ALL EXISTING UTILITIES
(PUBLIC AND PRIVATE). CONTACT THE ENGINEER IF ANY CONFLICTS ARISE.
3.OWNER/CONTRACTOR SHALL NOTIFY NEW HANOVER COUNTY ENGINEERING SPECIALIST,
BETH WETHERILL, AT (910) 798-7432 A MINIMUM OF 72 HOURS BEFORE START OF
CONSTRUCTION ON EACH PHASE.
4.BEGIN CLEARING, DEMOLITION, AND LAND DISTURBING ACTIVITIES ONLY AS REQUIRED TO
INSTALL PERMITTED PHASE 1 EROSION CONTROL MEASURES.
5.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETS, TREE PROTECTION
FENCE, SEDIMENT TRAP, AND DIVERSION DITCH.
6.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER
OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED
NECESSARY BY INSPECTOR.
7.INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AT LEAST
ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED.
8.NOTIFY NEW HANOVER COUNTY ENGINEERING SPECIALIST, BETH WETHERILL, FOR AN
INSPECTION AFTER SKIMMER SEDIMENT TRAP AND DIVERSION DITCHES HAVE BEEN
INSTALLED.
9.PROCEED TO PHASE 2 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 1 MEASURES
HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
EROSION CONTROL PLAN - PHASE I KEYNOTES
NUMBER DESCRIPTION
EC101 LIMITS OF DISTURBANCE
EC102 SILT FENCE; REFER TO DETAIL (TYP.)
EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC105
SEDIMENT TRAP
DRAINAGE AREA = 16.46 AC; DIST AREA = 11.14 AC
REQ'D SURFACE AREA = 35,120 SF; REQ'D STORAGE = 40,104 CF
PROV'D SURFACE AREA = 37,128 SF;
PROV'D STORAGE = 100,665 CF
(OR EQUIVALENT SURFACE AREA & VOLUME)
BOTTOM ELEV = 14 FT; STORAGE ELEVATION = 17 FT
EC106
TEMP. DIVERSION DITCH #1
LENGTH = 894 FT; DRAINAGE AREA = 2.8 AC; S = 1.6%
Q10 = 12.1 CFS; V10 = 3.87 FPS
D10 = .75 FT; T = 0.73 #/SF
USE 0.5 FT FBD, 1.25 FT DEEP W/3:1 SIDES;
BOTTOM WIDTH = 2.5 FT; LINE W/N. AMERICAN GREEN (S75)
EC107 ROCK CHECK DAM; REFER TO DETAIL (TYP.)
EC110 3 POROUS BAFFLES
EC111 3:1 SIDE SLOPE
EC112 CLASS A RIPRAP DISSIPATER PAD OVER FILTER FABRIC
EC116
TREE PROTECTION FENCE. PROTECTIVE ORANGE FENCING
SURROUNDING THE PROTECTIVE BUFFER AREAS PLUS 10' AND
AROUND TREE SAVE AREAS AT THE DRIP LINE; REFER TO DETAIL
EC119 TEMPORARY STOCKPILE
EC120 CONCRETE WASHOUT AREA
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
TREE PROTECTION FENCE
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
SILT/TREE PROTECTION
COMBINATION FENCE
TEMPORARY DOUBLE INLET
PROTECTION
PROPOSED CONTOURS
EXISTING CONTOURS
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
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01/26/2026
NC
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KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.C4.1
ER
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P. BARBEAU
P. BARBEAU
06/24/2025
SH
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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
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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
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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' (
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N86°38'21"W 1234.61' (TO
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TD-031-QULA2-10 (TURKEY)
TD-028-PIPA-10
OLD MONITORING WELLS
ABANDONED
POLES
ABANDONED
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CONCRETE PAD
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ASPHALT
ASPHALT
LODLODLOD
LOD
LO
D
LOD
LOD
LO
D
LODLOD
LOD
LOD
LO
D
LOD
LOD
LOD
LO
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LO
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LOD
LOD
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LOD
LOD
LOD
LOD
LOD
LOD
LOD
14
18
17
16
15
19
14
18
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14
18
EC101
EC101
EC102
EC102
EC103
EC103
EC116
EC116
EC116
EC116
EC119
EC102
EC103
EC110
EC106
EC111
EC112
9'L x 53'W x 12"D
EC112
9'L x 16'W x 12"D
EC112
12'L x 16'W x 12"D
EC112
10'L x 10'W x 12"D
EC107
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1
EC105
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY AND NCDEQ STANDARDS
AND SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT
ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION.
FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN
OR GRADE CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR
FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF
THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN
LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH
WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
10.PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED
SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF
AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE
BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE
CONTRACTOR WILL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED FOR THIS
PROJECT TO NCDEQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT
OFFICER, OR OTHER GOVERNING AGENCY.
NOTES:
·STABILIZE LOWER PERIMETER UPON SEDIMENT BASIN CONSTRUCTION COMPLETION.
·MAINTAIN SILT FENCE AS INDICATED ON THE PLANS WITH SILT FENCE OUTLETS AT THE LOW
POINTS IN THIS PHASE.
·THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM
WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS
OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED,
EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE
RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE. ADDITIONALLY THE
CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF INSPECTIONS” INDICATING THE
DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES (SEEDING/MULCHING OR SOD)
ARE INITIATED. THE “SELF INSPECTION” REPORTS WILL BE MAINTAINED ALONG WITH THE
“NPDES” INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED
INSPECTION RECORDS ARE TO BE FORWARDED TO EAD AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES
WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND
SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTION
PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS
REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT
PERMIT NUMBER, EROSION SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL
BE DISCLOSED.
PHASE I EROSION CONTROL CONSTRUCTION
SEQUENCE:
1.OWNER/DEVELOPER/CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED EROSION
CONTROL PLAN AND MAINTAIN A COPY OF THE PLAN ON SITE THROUGHOUT DURATION OF
CONSTRUCTION.
2.PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR MUST LOCATE ALL EXISTING UTILITIES
(PUBLIC AND PRIVATE). CONTACT THE ENGINEER IF ANY CONFLICTS ARISE.
3.OWNER/CONTRACTOR SHALL NOTIFY NEW HANOVER COUNTY ENGINEERING SPECIALIST,
BETH WETHERILL, AT (910) 798-7432 A MINIMUM OF 72 HOURS BEFORE START OF
CONSTRUCTION ON EACH PHASE.
4.BEGIN CLEARING, DEMOLITION, AND LAND DISTURBING ACTIVITIES ONLY AS REQUIRED TO
INSTALL PERMITTED PHASE 1 EROSION CONTROL MEASURES.
5.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETS, TREE PROTECTION
FENCE, SEDIMENT TRAP, AND DIVERSION DITCH.
6.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER
OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED
NECESSARY BY INSPECTOR.
7.INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AT LEAST
ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED.
8.NOTIFY NEW HANOVER COUNTY ENGINEERING SPECIALIST, BETH WETHERILL, FOR AN
INSPECTION AFTER SKIMMER SEDIMENT TRAP AND DIVERSION DITCHES HAVE BEEN
INSTALLED.
9.PROCEED TO PHASE 2 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 1 MEASURES
HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
EROSION CONTROL PLAN - PHASE I KEYNOTES
NUMBER DESCRIPTION
EC101 LIMITS OF DISTURBANCE
EC102 SILT FENCE; REFER TO DETAIL (TYP.)
EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC105
SEDIMENT TRAP
DRAINAGE AREA = 16.46 AC; DIST AREA = 11.14 AC
REQ'D SURFACE AREA = 35,120 SF; REQ'D STORAGE = 40,104 CF
PROV'D SURFACE AREA = 37,128 SF;
PROV'D STORAGE = 100,665 CF
(OR EQUIVALENT SURFACE AREA & VOLUME)
BOTTOM ELEV = 14 FT; STORAGE ELEVATION = 17 FT
EC106
TEMP. DIVERSION DITCH #1
LENGTH = 894 FT; DRAINAGE AREA = 2.8 AC; S = 1.6%
Q10 = 12.1 CFS; V10 = 3.87 FPS
D10 = .75 FT; T = 0.73 #/SF
USE 0.5 FT FBD, 1.25 FT DEEP W/3:1 SIDES;
BOTTOM WIDTH = 2.5 FT; LINE W/N. AMERICAN GREEN (S75)
EC107 ROCK CHECK DAM; REFER TO DETAIL (TYP.)
EC110 3 POROUS BAFFLES
EC111 3:1 SIDE SLOPE
EC112 CLASS A RIPRAP DISSIPATER PAD OVER FILTER FABRIC
EC116
TREE PROTECTION FENCE. PROTECTIVE ORANGE FENCING
SURROUNDING THE PROTECTIVE BUFFER AREAS PLUS 10' AND
AROUND TREE SAVE AREAS AT THE DRIP LINE; REFER TO DETAIL
EC119 TEMPORARY STOCKPILE
EC120 CONCRETE WASHOUT AREA
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
TREE PROTECTION FENCE
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
SILT/TREE PROTECTION
COMBINATION FENCE
TEMPORARY DOUBLE INLET
PROTECTION
PROPOSED CONTOURS
EXISTING CONTOURS
NA
D
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60'30'
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01/26/2026
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CALL 811 BEFORE YOU DIG.
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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
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15" RCP
INV. = 30.44'
NEIGHBORING CONC.
PARKING LOT
NEIGHBORING GRAVEL
PARKING LOT
U
8" PVC SSWR FORCE MAIN
AT&T x3
AT&T
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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
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EC101
EC102
EC103
EC104
EC116
EC116
EC120
EC201
EC202
EC202
EC203
EC203
EC205
7.5'L x 3'W x 18"D
TYPE B
EC206
PDD1B
PDD1A
25
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EC201
EC201
EC201
26
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PDD4
PDD4
EC205
6'L x 4.5'W x 12"D
TYPE A
EC205
6'L x 4.5'W x 12"D
TYPE A
2
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30
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6
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY AND NCDEQ STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE CONTRACTOR
TO FINES AND PENALTIES ISSUED BY DEQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION. FAILURE TO
NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN OR GRADE CHANGES,
MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO
DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF THE
GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES SHOWN
ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. NO
WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL EXISTING UTILITIES
SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY
ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY TO
ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND
AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT
RUNOFF.
10.PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOIL FROM
THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW
OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE
INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT OFFICER,
OR OTHER GOVERNING AGENCY.
EROSION CONTROL PLAN - PHASE II KEYNOTES
NUMBER DESCRIPTION
EC101 LIMITS OF DISTURBANCE
EC102 SILT FENCE; REFER TO DETAIL (TYP.)
EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO DETAIL
EC105
SEDIMENT TRAP
DRAINAGE AREA = 16.46 AC; DIST AREA = 11.14 AC
REQ'D SURFACE AREA = 35,120 SF; REQ'D STORAGE = 40,104 CF
PROV'D SURFACE AREA = 37,128 SF;
PROV'D STORAGE = 100,665 CF
(OR EQUIVALENT SURFACE AREA & VOLUME)
BOTTOM ELEV = 14 FT; STORAGE ELEVATION = 17 FT
EC106
TEMP. DIVERSION DITCH #1
LENGTH = 894 FT; DRAINAGE AREA = 2.8 AC; S = 1.6%
Q10 = 12.1 CFS; V10 = 3.87 FPS
D10 = .75 FT; T = 0.73 #/SF
USE 0.5 FT FBD, 1.25 FT DEEP W/3:1 SIDES;
BOTTOM WIDTH = 2.5 FT; LINE W/N. AMERICAN GREEN (S75)
EC107 ROCK CHECK DAM; REFER TO DETAIL (TYP.)
EC110 3 POROUS BAFFLES
EC111 3:1 SIDE SLOPE
EC112 TEMPORARY CLASS A RIPRAP DISSIPATER PAD OVER FILTER FABRIC
EC116
TREE PROTECTION FENCE. PROTECTIVE ORANGE FENCING SURROUNDING
THE PROTECTIVE BUFFER AREAS PLUS 10' AND AROUND TREE SAVE AREAS
AT THE DRIP LINE; REFER TO DETAIL
EC119 TEMPORARY STOCKPILE
EC120 CONCRETE WASHOUT AREA
EC201 TEMPORARY INLET PROTECTION; REFER TO DETAIL (TYP.)
EC202 EXCAVATION PIT FOR FUEL TANK INSTALLATION. PUMP WATER OUT THROUGH
SILT SACK AND WITHIN PERIMETER EROSION MEASURES
EC203 EXCAVATED MATERIAL UPSLOPE OF EXCAVATION OR OTHERWISE WITHIN
PERIMETER MEASURES WITH ADEQUATE SEPARATION FOR SAFETY
EC205 PERMANENT RIPRAP DISSIPATER PAD OVER FILTER FABRIC
EC206 TEMPORARY DOUBLE INLET PROTECTION; REFER TO DETAIL (TYP.)
PDD1A
PERMANENT DIVERSION DITCH #1A
LENGTH = 170 FT; DRAINAGE AREA = 0.89 AC; S = 3.0%
Q25 = 6.8 CFS; V25 = 3.41 FPS
D25 = 0.50 FT; T = 0.95 #/SF
USE 0.5 FT FBD, 1.00 FT DEEP W/8.5:1 SIDES;
BOTTOM WIDTH = 0.0 FT; LINE W/N. AMERICAN GREEN (S75)
PDD1B
PERMANENT DIVERSION DITCH #1B
LENGTH = 198 FT; DRAINAGE AREA = 0.96 AC; S = 1.0%
Q25 = 7.3 CFS; V25 = 2.59 FPS
D25 = 0.75 FT; T = 0.47 #/SF
USE 0.5 FT FBD, 1.25 FT DEEP W/9:1 SIDES;
BOTTOM WIDTH = 0.0 FT; LINE W/N. AMERICAN GREEN (S75)
PDD2
PERMANENT DIVERSION DITCH #2
LENGTH = 255 FT; DRAINAGE AREA = 0.86 AC; S = 1.5%
Q25 = 6.6 CFS; V25 = 3.33 FPS
D25 = 0.85 FT; T = 0.80 #/SF
USE 0.65 FT FBD, 1.50 FT DEEP W/3:1 SIDES;
BOTTOM WIDTH = 0.0 FT; LINE W/N. AMERICAN GREEN (S75)
PDD3
PERMANENT DIVERSION DITCH #3
LENGTH = 116 FT; DRAINAGE AREA = 0.49 AC; S = 4.4%
Q25 = 3.2 CFS; V25 = 2.60 FPS
D25 = 0.25 FT; T = 0.69 #/SF
USE 0.25 FT FBD, 0.50 FT DEEP W/30:1 SIDES;
BOTTOM WIDTH = 0.0 FT; LINE W/N. AMERICAN GREEN (S75)
PDD4
PERMANENT DIVERSION DITCH #4
LENGTH = 247 FT; DRAINAGE AREA = 0.58 AC; S = 2.0%
Q25 = 3.8 CFS; V25 = 4.30 FPS
D25 = 1.00 FT; T = 1.26 #/SF
USE 0.50 FT FBD, 1.00 FT DEEP W/3:1 SIDES;
BOTTOM WIDTH = 0.0 FT; LINE W/N. AMERICAN GREEN (S75)
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND ASSOCIATED
WITH PHASE 1 EROSION CONTROL. ALL OFFSITE EROSION CONTROL MEASURES SHALL BE MAINTAINED
AS THEY WERE IN PHASE 1.
2.BEGIN GRADING SITE. IMPORTED MATERIAL WILL REQUIRE A PERMITTED SITE APPROVAL BEFORE THIS
PROCESS BEGINS. ALL FILL SHALL BE BROUGHT INTO THE SITE AND GRADED AS SHOWN IN LIFTS OF NO
MORE THAN 1.0' AT A TIME. FILL SHALL BE ROLL COMPACTED BY A DOZER OR EQUIVALENT AS IT IS
PLACED.
3.STABILIZE THE FILLED AND SURROUNDING AREAS IN ACCORDANCE WITH NCDEQ TEMPORARY SEEDING
GUIDELINES.
5.DURING DRY PERIOD OF WEATHER, EXCAVATE AND INSTALL UNDERGROUND STORAGE TANKS PER
APPROVED PLANS. SHOULD IT BE NECESSARY, PUMP WATER AND SEDIMENT FROM EXCAVATION AND
DISCHARGE THROUGH SILT SACK/BAG. CONTRACTOR TO DISPOSE OF SEDIMENT PER LOCAL
JURISDICTIONAL REQUIREMENTS.
6.SILT SACK/BAG(S) SHALL BE PLACED WITHIN SILT FENCE AND NEAR A STONE OUTLET.
7.INSTALL SITE IMPROVEMENTS, STORM DRAINAGE SYSTEM, UTILITY SERVICES, SIDEWALKS, AND DRIVES
AS SHOWN ON THE APPROVED PLANS. ALL OPEN TRENCHES FOR UTILITY AND STORMWATER
INSTALLATION SHALL BE PROTECTED FROM SEDIMENT BY PILING EXCAVATED MATERIAL ON THE UPHILL
SIDE OF EXCAVATION.
8.INSTALL INLET PROTECTION AS STORM INLETS ARE INSTALLED.
9.INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE
FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION, OFF-SITE
SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL MEASURES MUST BE INSTALLED PER
PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCE ONLY.
10.GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
·FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER
IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (14) DAYS. SLOPES
GREATER THAN 3:1 REQUIRE GROUND COVER IN 7 DAYS.
·PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE
UPON WHICH FURTHER LAND-DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN
FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND
DISTURBING ACTIVITY.
·ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN
(14) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR
PRIOR TO FINAL INSPECTION.
8.MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION CONTROL
INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION.
9.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE,
INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF
FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR
TEARS.
11.ONCE GRADING IS COMPLETE, ALL UTILITIES, AND ALL STORM SYSTEMS ARE INSTALLED AND THE SITE IS
COMPLETELY STABILIZED PER THE NPDES PLAN AND ABOVE, CONVERT THE SEDIMENT TRAP TO A
STORMWATER INFILTRATION BASIN AS FOLLOWS:
·CONSULT WITH THE EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO BEGINNING THE
CONVERSION FROM SEDIMENT BASIN TO INFILTRATION BASIN.
·PUMP DOWN BASIN - USE APPROVED DEWATERING MEASURES. EFFLUENT MUST BE FILTERED.
·REMOVE ACCUMULATED SEDIMENT (AS NEEDED) TO ESTABLISH THE FINAL GRADE OF THE
BASIN. SEDIMENT MUST BE DISPOSED OF IN AN APPROVED AREA.
·REMOVE TEMPORARY BAFFLES.
·ACCURATELY FINE GRADE BASIN TO DESIGN CONTOURS. CONTRACTOR TO SURVEY TO VERIFY
ALL GRADES.
·INSTALL FOREBAY BERMS AND RIPRAP.
·ROUGHEN THE BOTTOM OF THE BASIN TO PREPARE IT FOR STABILIZATION. AVOID COMPACTION
OF DEVICE THAT COULD ADVERSELY AFFECT INFILTRATION.
·INSTALL PLANTINGS, SOD, MULCH, ETC. AS SHOWN ON APPROVED PLAN.
12.CONTRACTOR TO HAVE A LICENSED SOIL SCIENTIST PERFORM AN INFILTRATION TEST AT THE BOTTOM
ELEVATION OF THE SCM AND IMMEDIATELY REPORT THE INFILTRATION RATE TO THE ENGINEER.
13.AT A MINIMUM OF SEVEN (7) DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, SUBMIT
ANY REQUIRED PAPERWORK TO THE EROSION CONTROL INSPECTORS FOR APPROVAL. FAILURE TO DO
SO WILL PREVENT A CERTIFICATE OF OCCUPANCY FROM BEING ISSUED.
14.ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND OBTAIN A
CERTIFICATE OF COMPLETION.
NOTES:
·MAINTAIN SILT FENCE AS INDICATED ON THE PLANS WITH SILT FENCE OUTLETS AT
THE LOW POINTS IN THIS PHASE.
·THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND
STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND
WITHIN 24 HRS OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL
THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS
PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS
REQUIRED TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR
CONDUCTING “SELF INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED
AND STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE
“SELF INSPECTION” REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES”
INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED
INSPECTION RECORDS ARE TO BE FORWARDED TO EAD AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY
CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF
THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND
NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT
THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE
APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION
SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
TREE PROTECTION FENCE
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
SILT/TREE PROTECTION
COMBINATION FENCE
TEMPORARY DOUBLE INLET
PROTECTION
PROPOSED CONTOURS
EXISTING CONTOURS
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EC102
EC103 26
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SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
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COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
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KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
INSET
SCALE 1" = 30'
N
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3
REFER TO INSET FOR CONTINUATION
C4.3
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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
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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
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LODLODLOD
LOD
LO
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LOD
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LO
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LODLOD
LOD
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LO
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LOD
LOD
LO
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16
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19
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18
17
14
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EC101
EC101
EC102
EC102
EC103
EC103
EC116
EC116
EC116
EC116
EC119
EC102
EC103
EC110
EC106
EC111
EC112
9'L x 53'W x 12"D
EC112
9'L x 16'W x 12"D
EC112
12'L x 16'W x 12"D
EC112
10'L x 10'W x 12"D
EC206
EC205
18'L x 9'W x 18"D
TYPE B
EC205
18'L x 9'W x 18"D
TYPE B
EC205
18'L x 9'W x 18"D
TYPE B
INFILTRATION BASIN
STORMWATER CONTROL MEASURE
EC206
EC205
8'L x 9'W x 12"D
TYPE A
PDD2
200-FES
300-FES
100-FES
20
21
20
21
20
2019
20
19
21
20
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY AND NCDEQ STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE CONTRACTOR
TO FINES AND PENALTIES ISSUED BY DEQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION. FAILURE TO
NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN OR GRADE CHANGES,
MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO
DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF THE
GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES SHOWN
ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. NO
WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL EXISTING UTILITIES
SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY
ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY TO
ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND
AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT
RUNOFF.
10.PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOIL FROM
THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW
OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE
INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT OFFICER,
OR OTHER GOVERNING AGENCY.
EROSION CONTROL PLAN - PHASE II KEYNOTES
NUMBER DESCRIPTION
EC101 LIMITS OF DISTURBANCE
EC102 SILT FENCE; REFER TO DETAIL (TYP.)
EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO DETAIL
EC105
SEDIMENT TRAP
DRAINAGE AREA = 16.46 AC; DIST AREA = 11.14 AC
REQ'D SURFACE AREA = 35,120 SF; REQ'D STORAGE = 40,104 CF
PROV'D SURFACE AREA = 37,128 SF;
PROV'D STORAGE = 100,665 CF
(OR EQUIVALENT SURFACE AREA & VOLUME)
BOTTOM ELEV = 14 FT; STORAGE ELEVATION = 17 FT
EC106
TEMP. DIVERSION DITCH #1
LENGTH = 894 FT; DRAINAGE AREA = 2.8 AC; S = 1.6%
Q10 = 12.1 CFS; V10 = 3.87 FPS
D10 = .75 FT; T = 0.73 #/SF
USE 0.5 FT FBD, 1.25 FT DEEP W/3:1 SIDES;
BOTTOM WIDTH = 2.5 FT; LINE W/N. AMERICAN GREEN (S75)
EC107 ROCK CHECK DAM; REFER TO DETAIL (TYP.)
EC110 3 POROUS BAFFLES
EC111 3:1 SIDE SLOPE
EC112 TEMPORARY CLASS A RIPRAP DISSIPATER PAD OVER FILTER FABRIC
EC116
TREE PROTECTION FENCE. PROTECTIVE ORANGE FENCING SURROUNDING
THE PROTECTIVE BUFFER AREAS PLUS 10' AND AROUND TREE SAVE AREAS
AT THE DRIP LINE; REFER TO DETAIL
EC119 TEMPORARY STOCKPILE
EC120 CONCRETE WASHOUT AREA
EC201 TEMPORARY INLET PROTECTION; REFER TO DETAIL (TYP.)
EC202 EXCAVATION PIT FOR FUEL TANK INSTALLATION. PUMP WATER OUT THROUGH
SILT SACK AND WITHIN PERIMETER EROSION MEASURES
EC203 EXCAVATED MATERIAL UPSLOPE OF EXCAVATION OR OTHERWISE WITHIN
PERIMETER MEASURES WITH ADEQUATE SEPARATION FOR SAFETY
EC205 PERMANENT RIPRAP DISSIPATER PAD OVER FILTER FABRIC
EC206 TEMPORARY DOUBLE INLET PROTECTION; REFER TO DETAIL (TYP.)
PDD1A
PERMANENT DIVERSION DITCH #1A
LENGTH = 170 FT; DRAINAGE AREA = 0.89 AC; S = 3.0%
Q25 = 6.8 CFS; V25 = 3.41 FPS
D25 = 0.50 FT; T = 0.95 #/SF
USE 0.5 FT FBD, 1.00 FT DEEP W/8.5:1 SIDES;
BOTTOM WIDTH = 0.0 FT; LINE W/N. AMERICAN GREEN (S75)
PDD1B
PERMANENT DIVERSION DITCH #1B
LENGTH = 198 FT; DRAINAGE AREA = 0.96 AC; S = 1.0%
Q25 = 7.3 CFS; V25 = 2.59 FPS
D25 = 0.75 FT; T = 0.47 #/SF
USE 0.5 FT FBD, 1.25 FT DEEP W/9:1 SIDES;
BOTTOM WIDTH = 0.0 FT; LINE W/N. AMERICAN GREEN (S75)
PDD2
PERMANENT DIVERSION DITCH #2
LENGTH = 255 FT; DRAINAGE AREA = 0.86 AC; S = 1.5%
Q25 = 6.6 CFS; V25 = 3.33 FPS
D25 = 0.85 FT; T = 0.80 #/SF
USE 0.65 FT FBD, 1.50 FT DEEP W/3:1 SIDES;
BOTTOM WIDTH = 0.0 FT; LINE W/N. AMERICAN GREEN (S75)
PDD3
PERMANENT DIVERSION DITCH #3
LENGTH = 116 FT; DRAINAGE AREA = 0.49 AC; S = 4.4%
Q25 = 3.2 CFS; V25 = 2.60 FPS
D25 = 0.25 FT; T = 0.69 #/SF
USE 0.25 FT FBD, 0.50 FT DEEP W/30:1 SIDES;
BOTTOM WIDTH = 0.0 FT; LINE W/N. AMERICAN GREEN (S75)
PDD4
PERMANENT DIVERSION DITCH #4
LENGTH = 247 FT; DRAINAGE AREA = 0.58 AC; S = 2.0%
Q25 = 3.8 CFS; V25 = 4.30 FPS
D25 = 1.00 FT; T = 1.26 #/SF
USE 0.50 FT FBD, 1.00 FT DEEP W/3:1 SIDES;
BOTTOM WIDTH = 0.0 FT; LINE W/N. AMERICAN GREEN (S75)
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND ASSOCIATED
WITH PHASE 1 EROSION CONTROL. ALL OFFSITE EROSION CONTROL MEASURES SHALL BE MAINTAINED
AS THEY WERE IN PHASE 1.
2.BEGIN GRADING SITE. IMPORTED MATERIAL WILL REQUIRE A PERMITTED SITE APPROVAL BEFORE THIS
PROCESS BEGINS. ALL FILL SHALL BE BROUGHT INTO THE SITE AND GRADED AS SHOWN IN LIFTS OF NO
MORE THAN 1.0' AT A TIME. FILL SHALL BE ROLL COMPACTED BY A DOZER OR EQUIVALENT AS IT IS
PLACED.
3.STABILIZE THE FILLED AND SURROUNDING AREAS IN ACCORDANCE WITH NCDEQ TEMPORARY SEEDING
GUIDELINES.
5.DURING DRY PERIOD OF WEATHER, EXCAVATE AND INSTALL UNDERGROUND STORAGE TANKS PER
APPROVED PLANS. SHOULD IT BE NECESSARY, PUMP WATER AND SEDIMENT FROM EXCAVATION AND
DISCHARGE THROUGH SILT SACK/BAG. CONTRACTOR TO DISPOSE OF SEDIMENT PER LOCAL
JURISDICTIONAL REQUIREMENTS.
6.SILT SACK/BAG(S) SHALL BE PLACED WITHIN SILT FENCE AND NEAR A STONE OUTLET.
7.INSTALL SITE IMPROVEMENTS, STORM DRAINAGE SYSTEM, UTILITY SERVICES, SIDEWALKS, AND DRIVES
AS SHOWN ON THE APPROVED PLANS. ALL OPEN TRENCHES FOR UTILITY AND STORMWATER
INSTALLATION SHALL BE PROTECTED FROM SEDIMENT BY PILING EXCAVATED MATERIAL ON THE UPHILL
SIDE OF EXCAVATION.
8.INSTALL INLET PROTECTION AS STORM INLETS ARE INSTALLED.
9.INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE
FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION, OFF-SITE
SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL MEASURES MUST BE INSTALLED PER
PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCE ONLY.
10.GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
·FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER
IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (14) DAYS. SLOPES
GREATER THAN 3:1 REQUIRE GROUND COVER IN 7 DAYS.
·PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE
UPON WHICH FURTHER LAND-DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN
FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND
DISTURBING ACTIVITY.
·ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN
(14) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR
PRIOR TO FINAL INSPECTION.
8.MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION CONTROL
INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION.
9.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE,
INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF
FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR
TEARS.
11.ONCE GRADING IS COMPLETE, ALL UTILITIES, AND ALL STORM SYSTEMS ARE INSTALLED AND THE SITE IS
COMPLETELY STABILIZED PER THE NPDES PLAN AND ABOVE, CONVERT THE SEDIMENT TRAP TO A
STORMWATER INFILTRATION BASIN AS FOLLOWS:
·CONSULT WITH THE EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO BEGINNING THE
CONVERSION FROM SEDIMENT BASIN TO INFILTRATION BASIN.
·PUMP DOWN BASIN - USE APPROVED DEWATERING MEASURES. EFFLUENT MUST BE FILTERED.
·REMOVE ACCUMULATED SEDIMENT (AS NEEDED) TO ESTABLISH THE FINAL GRADE OF THE
BASIN. SEDIMENT MUST BE DISPOSED OF IN AN APPROVED AREA.
·REMOVE TEMPORARY BAFFLES.
·ACCURATELY FINE GRADE BASIN TO DESIGN CONTOURS. CONTRACTOR TO SURVEY TO VERIFY
ALL GRADES.
·INSTALL FOREBAY BERMS AND RIPRAP.
·ROUGHEN THE BOTTOM OF THE BASIN TO PREPARE IT FOR STABILIZATION. AVOID COMPACTION
OF DEVICE THAT COULD ADVERSELY AFFECT INFILTRATION.
·INSTALL PLANTINGS, SOD, MULCH, ETC. AS SHOWN ON APPROVED PLAN.
12.CONTRACTOR TO HAVE A LICENSED SOIL SCIENTIST PERFORM AN INFILTRATION TEST AT THE BOTTOM
ELEVATION OF THE SCM AND IMMEDIATELY REPORT THE INFILTRATION RATE TO THE ENGINEER.
13.AT A MINIMUM OF SEVEN (7) DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, SUBMIT
ANY REQUIRED PAPERWORK TO THE EROSION CONTROL INSPECTORS FOR APPROVAL. FAILURE TO DO
SO WILL PREVENT A CERTIFICATE OF OCCUPANCY FROM BEING ISSUED.
14.ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND OBTAIN A
CERTIFICATE OF COMPLETION.
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
TREE PROTECTION FENCE
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
SILT/TREE PROTECTION
COMBINATION FENCE
TEMPORARY DOUBLE INLET
PROTECTION
PROPOSED CONTOURS
EXISTING CONTOURS
NOTES:
·MAINTAIN SILT FENCE AS INDICATED ON THE PLANS WITH SILT FENCE OUTLETS AT
THE LOW POINTS IN THIS PHASE.
·THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND
STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND
WITHIN 24 HRS OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL
THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS
PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS
REQUIRED TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR
CONDUCTING “SELF INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED
AND STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE
“SELF INSPECTION” REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES”
INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED
INSPECTION RECORDS ARE TO BE FORWARDED TO EAD AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY
CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF
THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND
NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT
THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE
APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION
SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.
NA
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01/26/2026
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GROUND STABILIZATION HATCHES
HATCH SITE AREA
DESCRIPTION
SLOPES STEEPER THAN 3:1;
STABILIZE W/ NORTH AMERICAN
GREEN (S150) MATTING;
REFER TO SECTION E OF NCG01
GROUND STABILIZATION AND
MATERIALS HANDLING
SLOPES 3:1 TO 4:1;
STABILIZE W/ NORTH AMERICAN
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REFER TO SECTION E OF NCG01
GROUND STABILIZATION AND
MATERIALS HANDLING
REFER TO NPDES STABILIZATION
NOTES AND DETAILS FOR ADDITIONAL
REQUIREMENTS AND INFORMATION.
C4.6
NP
D
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S
P
L
A
N
332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
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64250.004
JOB NO.
SHEET NO.
SCALE
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C4.7
NP
D
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S
D
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A
I
L
S
332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
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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
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X
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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
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
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G
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U
G
T
U
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U
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U
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G G
G
G
G
G
G
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G
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U
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U
G
T
U
G
T
U
G
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W
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W
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F
M
F
M
F
M
F
M
F
M
F
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U
G
T
U
G
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U
G
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U
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U
G
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U
G
T
U
G
T
U
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U
G
T
U
G
T
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G
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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
STOP
DRIV
E
THRU
PICK-
U
P
ZONE
VAN
EV
EV
EV
EV
EV
STOP
MA
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2
R
D
R
D
R
D
R
D
RD
RD
RD
2''W
2''W
2''W
2''W
1''W
1''W1''W
U
G
P
UGP
UGP
UGP
UGP
G
G
G
G
G
G
G
U
G
P
OHP
OHP
OHP
F
M
FM
FM
FM
FM
FM
FM
ZU01
ZU08
ZU06
ZU07
ZU12
ZU13
ZU14
ZU23
ZU21
ZU22
ZU46 ZU46
ZU46
ZU46
ZU04
ZU47
ZU47
ZU20
ZU43
ZU42
ZU31
ZU31
ZU36
ZU41
ZU19
ZU19
ZU33
ZU34
ZU34
ZU34
ZU34
ZU34
ZU40
ZU30
ZU30
ZU30
ZU27
101-CO
INV OUT 21.43
102-CO
INV OUT 21.75
104-BUILDING
INV OUT 21.83
201-BUILDING
INV OUT 21.83
103-BUILDING
INV OUT 21.83
100-CO
INV OUT 20.90
LIFT STATION
INV IN 20.30
6" PVC
6
"
P
V
C
4" PVC
6" PV
C
4" PVC
GREASE TRAP ENTER
INV IN 21.25
GREASE TRAP EXIT
INV OUT 21.00
ZU26
ZU28
200-CO
INV OUT 21.27
ZU16
ZU15
EXISTING PUBLIC FIRE HYDRANT
FFE = 26.00'
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
(
1
5
0
'
P
U
B
L
I
C
R
/
W
)
ZU25
ZU25
ZU25
ZU25
ZU25
ZU25
ZU25
ZU25
ZU25ZU25
5
0
'
B
U
I
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D
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S
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.
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I
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S
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B
A
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ZU02
ZU10
ZU09
ZU18
ZU24
ZU38
9.5'
20.6'
8.2'
ZU29
ZU29
ZU32
ZU35
ZU37
10' X 20' X 3' DEEP HDD
RECEIVING AREA
APPROX. 10'W X 20'L X 3' DEEP
HDD LAUNCHING AREA
ZU39
ZU05
ZU48ZU48
ZU48
ZU47
ZU48
ZU49
ZU04 E
O
P
E
O
P
E
O
P
E
O
P
16.8'
12.2'
19.7'
PUBLIC GATE VALVE
REFER TO PROFILE
ON SHEET PS1.1
ZU03
APPROX. 6.5' DEEP
EXCAVATION AREA
APPROX. 8' DEEP
EXCAVATION AREA
4.4'
32.6'
15.7'
ZU11
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 OPEN CUT DOMESTIC WATER SERVICE POINT OF
CONNECTION. 16" X 2" TAPPING SADDLE AND VALVE.
ZU03 6" PUBLIC DIP FIRE WATER LINE
ZU04 2" HDPE SDR 9 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
PUBLIC FIRE HYDRANT ASSEMBLY (TYP.) TO BE INSTALLED
PER CAPE FEAR PUBIC UTILITY AUTHORITY (CFPUA)
SPECIFICATIONS.
ZU09 OPEN CUT FIRE LINE SERVICE POINT OF CONNECTION.
16" X 6" TAPPING SLEEVE AND VALVE.
ZU10 OPEN CUT IRRIGATION WATER SERVICE POINT OF
CONNECTION. 16" X 1" TAPPING SADDLE WITH CORP STOP.
ZU11 PROPOSED CFPUA EASEMENT (682 SF)
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" HDPE-IPS DR11 FORCE MAIN;
REFER TO LIFT STATION PLANS.
ZU16 HORIZONTAL DIRECTIONAL DRILL SANITARY SEWER POINT OF
CONNECTION. REFER TO LIFT STATION PLANS.
ZU18
APPROXIMATE 10' LONG X 12' WIDE X 4' DEEP EXCAVATION PIT.
CONTRACTOR TO FIELD VERIFY AND NOTIFY ENGINEER OF
ANY DISCREPANCIES.
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.
ZU24
APPROXIMATE 10' LONG X 4' WIDE X 4' DEEP EXCAVATION PIT.
CONTRACTOR TO FIELD VERIFY AND NOTIFY ENGINEER OF
ANY DISCREPANCIES.
ZU25 1-4" SCHEDULE 40 CONDUIT W/ PULL ROPE FOR IRRIGATION
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.
ZU29
PRIMARY ELECTRICAL SERVICE LINE; CONDUIT NEEDS TO
MATCH LOCAL PROVIDER REQUIREMENTS. OTHERWISE
PROVIDE TWO 5" PVC SCH. 40 CONDUITS.
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.
ZU32 PROPOSED POWER POLE. COORDINATE WITH LOCAL
PROVIDER.
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.
ZU35 PROPOSED OVERHEAD POWER LINE. COORDINATE WITH
LOCAL PROVIDER.
ZU36 FLAGPOLE GROUND LIGHTING; REFER TO SHEETZ DETAILS 13
AND 14. WIRED BY BUILDING ELECTRICAL CONTRACTOR.
ZU37 PROPOSED 4" C900 DR 14 PUBLIC FORCE MAIN; REFER TO LIFT
STATION PLANS
ZU38 OPEN CUT NATURAL GAS SERVICE POINT OF CONNECTION.
ZU39 PROPOSED 2" SDR 9 PVC PUBLIC FORCE MAIN; REFER TO LIFT
STATION PLANS
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.
ZU45 CANOPY OIL / WATER SEPARATOR VENT PAD.
ZU46 TRUCK DIESEL NON-FREEZE YARD HYDRANT (TYP.); REFER TO
SHEETZ DETAILS 36 AND 41 OR APPROVED EQUAL.
ZU47 1" TEE, 1" CURB STOP, AND 1" PVC WATER SERVICE TO TRUCK
DIESEL YARD HYDRANT.
ZU48 1" ISOLATION VALVE
ZU49 2" X 2" X 1" TEE
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-BUILT 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.
15.FOR FROST FREE HYDRANT LOCATION AND HEIGHT AT TRUCK DIESEL FUEL CANOPY, REFER TO THE UNDERGROUND STORAGE TANK SYSTEM
INSTALLATION DRAWINGS.
16.REFER TO CAPE FEAR PUBLIC UTILITY AUTHORITY DETAIL WS-4 FOR PIPE BEDDING SPECIFICATIONS.
17.CONTRACTOR TO PROVIDE 1-INCH ELECTRICAL CONDUIT WITH PULL WIRE FROM STORE TO INSIDE DUMPSTER ENCLOSURE. STUB PARTIALLY UP
BACK SIDE OF ENCLOSURE WALL AND CAP. COORDINATE WITH SHEETZ CONSTRUCTION MANGER.
18.TELE/COMMUNICATIONS SERVICE TO THE STORE TO BE COORDINATED WITH SHEETZ CONSTRUCTION MANGER, SHEETZ IT DEPARTMENT, AND
UTILITY PROVIDER.
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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DRAWN BY
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COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
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CALL 811 BEFORE YOU DIG.C5.1
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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
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ASPHALT
CONC.
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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
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1
ZU44
ZU34
ZU34
ZU34
ZU34
ZU34
INFILTRATION BASIN
STORMWATER CONTROL MEASURE
ZU34
ZU45
ZU25
ZU25
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 OPEN CUT DOMESTIC WATER SERVICE POINT OF
CONNECTION. 16" X 2" TAPPING SADDLE AND VALVE.
ZU03 6" PUBLIC DIP FIRE WATER LINE
ZU04 2" HDPE SDR 9 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
PUBLIC FIRE HYDRANT ASSEMBLY (TYP.) TO BE INSTALLED
PER CAPE FEAR PUBIC UTILITY AUTHORITY (CFPUA)
SPECIFICATIONS.
ZU09 OPEN CUT FIRE LINE SERVICE POINT OF CONNECTION.
16" X 6" TAPPING SLEEVE AND VALVE.
ZU10 OPEN CUT IRRIGATION WATER SERVICE POINT OF
CONNECTION. 16" X 1" TAPPING SADDLE WITH CORP STOP.
ZU11 PROPOSED CFPUA EASEMENT (682 SF)
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" HDPE-IPS DR11 FORCE MAIN;
REFER TO LIFT STATION PLANS.
ZU16 HORIZONTAL DIRECTIONAL DRILL SANITARY SEWER POINT OF
CONNECTION. REFER TO LIFT STATION PLANS.
ZU18
APPROXIMATE 10' LONG X 12' WIDE X 4' DEEP EXCAVATION PIT.
CONTRACTOR TO FIELD VERIFY AND NOTIFY ENGINEER OF
ANY DISCREPANCIES.
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.
ZU24
APPROXIMATE 10' LONG X 4' WIDE X 4' DEEP EXCAVATION PIT.
CONTRACTOR TO FIELD VERIFY AND NOTIFY ENGINEER OF
ANY DISCREPANCIES.
ZU25 1-4" SCHEDULE 40 CONDUIT W/ PULL ROPE FOR IRRIGATION
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.
ZU29
PRIMARY ELECTRICAL SERVICE LINE; CONDUIT NEEDS TO
MATCH LOCAL PROVIDER REQUIREMENTS. OTHERWISE
PROVIDE TWO 5" PVC SCH. 40 CONDUITS.
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.
ZU32 PROPOSED POWER POLE. COORDINATE WITH LOCAL
PROVIDER.
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.
ZU35 PROPOSED OVERHEAD POWER LINE. COORDINATE WITH
LOCAL PROVIDER.
ZU36 FLAGPOLE GROUND LIGHTING; REFER TO SHEETZ DETAILS 13
AND 14. WIRED BY BUILDING ELECTRICAL CONTRACTOR.
ZU37 PROPOSED 4" C900 DR 14 PUBLIC FORCE MAIN; REFER TO LIFT
STATION PLANS
ZU38 OPEN CUT NATURAL GAS SERVICE POINT OF CONNECTION.
ZU39 PROPOSED 2" SDR 9 PVC PUBLIC FORCE MAIN; REFER TO LIFT
STATION PLANS
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.
ZU45 CANOPY OIL / WATER SEPARATOR VENT PAD.
ZU46 TRUCK DIESEL NON-FREEZE YARD HYDRANT (TYP.); REFER TO
SHEETZ DETAILS 36 AND 41 OR APPROVED EQUAL.
ZU47 1" TEE, 1" CURB STOP, AND 1" PVC WATER SERVICE TO TRUCK
DIESEL YARD HYDRANT.
ZU48 1" ISOLATION VALVE
ZU49 2" X 2" X 1" TEE
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-BUILT 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.
15.FOR FROST FREE HYDRANT LOCATION AND HEIGHT AT TRUCK DIESEL FUEL CANOPY, REFER TO THE UNDERGROUND STORAGE TANK SYSTEM
INSTALLATION DRAWINGS.
16.REFER TO CAPE FEAR PUBLIC UTILITY AUTHORITY DETAIL WS-4 FOR PIPE BEDDING SPECIFICATIONS.
17.CONTRACTOR TO PROVIDE 1-INCH ELECTRICAL CONDUIT WITH PULL WIRE FROM STORE TO INSIDE DUMPSTER ENCLOSURE. STUB PARTIALLY UP
BACK SIDE OF ENCLOSURE WALL AND CAP. COORDINATE WITH SHEETZ CONSTRUCTION MANGER.
18.TELE/COMMUNICATIONS SERVICE TO THE STORE TO BE COORDINATED WITH SHEETZ CONSTRUCTION MANGER, SHEETZ IT DEPARTMENT, AND
UTILITY PROVIDER.
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
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N
A
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H
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
D
O
T
&
C
F
P
U
A
S
U
B
M
I
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T
A
L
S
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/
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2
0
2
5
NC
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2
0
2
6
NC
D
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&
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F
P
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U
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M
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T
A
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BI
D
S
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T
01
/
2
6
/
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0
2
6
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.C5.2
UT
I
L
I
T
Y
P
L
A
N
332
332
P. BARBEAU
06/24/2025
SH
E
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T
Z
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y
4
2
1
WI
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A
64250.004
PID: R03200-002-009-000
PALMYRA HOLDINGS LLC ETAL
DB 6382 PG 437
ZONE I-2
OHP
OHP
OH
P
OH
P
OH
P
OH
P
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
NE
I
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O
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PA
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&
T
x
3
AT
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T
AT
&
T
PI
E
D
M
O
N
T
CF
P
U
A
GGGG
W W W W W
UGT UGT UGT UGT UGT UGT UGT
UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO
W W W W W W W W W W W W
W W W W W W
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
G
G G G G G G G G G G
UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT
UFO UFO UFO UFO UFO UFO UFO UFO UFO
UGT
UGTUGT
WWWW
UTCUTC
UFOUFOUFOUFO
UGTUGT
UGTUGT
WWWW
GGGG
UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO
FM FM FM FM FM FM FM FM FM FM FM
UGT UGT UGT UGT UGT UGT
UGT UGT UGT UGT UGT UGT UGT
UGTUGT
UGTUGT UGTUGT
UGT
UGT
8"
P
V
C
W
A
T
E
R
M
A
I
N
16
"
P
V
C
W
A
T
E
R
M
A
I
N
8"
P
V
C
W
A
T
E
R
M
A
I
N
16
"
P
V
C
W
A
T
E
R
M
A
I
N
2"
G
A
S
L
I
N
E
STANDARD
UST FIELD 52''WUGP
UG
P
G
G
OHP
OH
P
OHP
FM
FM
U.S.HIGHWAY 421
(150' PUBLIC R/W)
TH-1
TH-1a
TH-2
TH-3
TH-3a
TH-4
TH-5
TH-6
TH-6a
TH-8
TH-9
TH-12
TH-13TH-14
TH-14a
TH-15
TH-17
TH-18
TH-18a
TH-19
TH-20
TH-21
TH-22TH-23
TH-24
TH-25
TH-27
TH-27a
TH-28
TH-29
TH-30
TH-31
TH-33
TH-34
TH-34aTH-35TH-36
TH-37
TH-38
TH-40
TH-41
TH-41a
TH-42
TH-44
31
30
29
28
27
26
29
28
27
32
32
30
27
27
27
26
26
25
24
24
2
5
2
8
28
28
29
30
31 32
33
30
30
2
9
28
29
30
28
27 28
3
0
31
25
29
25
30
30
32
343
0
27
32
3
2
31
25
24
2
523
22
2
8
2
8
28
2
8
2
6
28
27
31
28
30 31
30
28
26
2
7
2
6
28
29
27
2
6
2
5
26
28 29
30
27 26
30
2928
26
SUE POTHOLE TABLE
TESH HOLE #
TH-1
TH-1a
TH-2
TH-3
TH-3a
TH-4
TH-5
TH-6
TH-6a
TH-8
TH-9
TH-12
TH-13
TH-14
TH-14a
TH-15
TH-17
TH-18
TH-18a
TH-19
TH-20
TH-21
DESCRIPTION
3/4" FIBER OPTIC
10" PVC SEWER
3/4" FIBER OPTIC
1/2" TELEPHONE
1/2" TELEPHONE
1/2" TELEPHONE
2" FIBER OPTIC
2" FIBER OPTIC
2" FIBER OPTIC
16" PVC WATER
8" PVC WATER
3" TELEPHONE
2" FIBER OPTIC
2" FIBER OPTIC
2" FIBER OPTIC
16" PVC WATER
16" DIP WATER
2" FIBER OPTIC
2" FIBER OPTIC
16" PVC WATER
16" PVC WATER
8" PVC WATER
UTILITY ELEVATION
25.69
25.51
26.27
27.21
27.14
27.14
27.75
26.20
26.28
24.10
24.82
26.12
28.19
25.99
26.05
25.82
28.99
23.14
23.03
23.12
23.33
23.24
FINISHED GRADE
28.09
28.09
28.56
29.35
29.35
30.14
30.76
30.12
30.13
29.33
27.58
28.35
31.81
31.64
31.64
31.54
31.52
28.28
28.29
27.50
27.59
27.28
DEPTH
SUE POTHOLE TABLE
TESH HOLE #
TH-22
TH-23
TH-24
TH-25
TH-27
TH-27a
TH-28
TH-29
TH-30
TH-31
TH-33
TH-34
TH-34a
TH-35
TH-36
TH-37
TH-38
TH-40
TH-41
TH-41a
TH-42
TH-44
DESCRIPTION
3" TELEPHONE
3" TELEPHONE
8" PVC WATER
16" PVC WATER
2" FIBER OPTIC
2" FIBER OPTIC
2" GAS
2" FIBER OPTIC
3" TELEPHONE
8" PVC WATER
16" PVC WATER
2" FIBER OPTIC
2" FIBER OPTIC
2" GAS
2" TELEPHONE
8" PVC WATER
2" FIBER OPTIC
2" GAS
2" FIBER OPTIC
2" FIBER OPTIC
16" PVC WATER
3" TELEPHONE
UTILITY ELEVATION
24.52
24.18
23.25
22.62
22.71
22.73
24.68
26.20
23.65
22.56
22.84
21.73
21.65
24.33
24.89
20.97
24.52
24.51
22.64
22.54
21.62
27.82
FINISHED GRADE
27.27
28.81
28.95
29.30
29.39
29.39
29.49
29.62
28.29
28.45
28.72
29.06
29.06
29.00
28.98
25.43
28.42
28.29
28.22
28.23
27.89
30.25
DEPTH
2.40'
2.58'
2.29'
2.14'
2.21'
3.00'
3.01'
3.92'
3.85'
5.23'
2.76'
2.23'
3.62'
5.65'
5.59'
5.72'
2.53'
5.14'
5.26'
4.38'
4.26'
4.04'
2.75'
4.63'
5.70'
6.68'
6.68'
6.66'
4.81'
3.42'
4.64'
5.89'
5.88'
7.33'
7.41'
4.67'
4.09'
4.46'
3.90'
3.78'
5.58'
5.69'
6.27'
2.43'
N
A
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
01/26/2026
NC
D
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NC
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01
/
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KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.C5.3
SU
E
P
O
T
H
O
L
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
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4
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64250.004
OH
P
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UF
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11+85.1910+00 10+50 11+00 11+50
FM
FM
FM FM FM FM FM FM
EO
P
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P
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H
W
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4
2
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VALVE VAULT
25
26
27 28
28
27
30
31
31
31
30
29
2
9
2
8
2
9
3
1
2
829
30
3
1
27
2
6
32
VALVE VAULT 28
29
27
27 27
30
APPROX. 6.5' DEEP EXCAVATION AREA
APPROX. 8' DEEP EXCAVATION AREA
PROPOSED CFPUA EASEMENT
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
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2
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6
4
29
.
9
9
10+00 10+50 11+00 11+50 11+85.19
EXISTING EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT
SOUTH BOUND
US HWY 421
TO REMAIN
OPEN
11.6'
SOUTH BOUND
US HWY421
TO REMAIN
OPEN
11.9'
CENTER LANE
US HWY 421
TO REMAIN OPEN
16'
NORTH BOUND
US HWY 421
TO REMAIN
OPEN
11.6'
NORTH BOUND
US HWY 421
TO BE CLOSED
12.2'
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TEMPORARY SHORING NOT REQUIRED
SINCE THEORETICAL 1:1 SLOPE IS
OUTSIDE EXCAVATION WALL
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PROPOSED 4" PVC FORCEMAIN.
REFER TO LIFT STATION PLANS
CONTRACTOR TO ENSURE NO
DISTURBANCE OUTSIDE OF THE R/W
8" PVC WATER
16" PVC WATER
TWO (2) 2" FIBER OPTIC
TWO (2) 1/2" TELEPHONE
3/4" FIBER OPTIC
10" PVC SEWERFIBER OPTIC
DEPTH UNKNOWN/
NOT FOUND 2" FIBER OPTIC
NATURAL GAS
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TEMPORARY SHORING NOT REQUIRED
SINCE THEORETICAL 1:1 SLOPE IS
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01/26/2026
NC
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KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.C5.4
NC
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P. BARBEAU
P. BARBEAU
06/24/2025
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64250.004
PROFILE SCALE
0
0
10'
2'
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
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
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U
F
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U
F
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U
F
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U
F
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F
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F
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F
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U
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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
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U
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U
G
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U
G
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U
G
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U
G
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U
G
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U
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G
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G
G
G
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G
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U
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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
STOP
DRIV
E
THRU
PICK-
U
P
ZONE
S
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5
7
6
6
6
13
NEW SHEETZ
STORE
6,879 SF
FFE = 26.00'
6
VAN
EV
EV
EV
EV
EV
STOP
ESTOP
ESTOP
ESTOP
R
D
R
D
R
D
R
D
RD
RD
RD
2''W
2''W
2''W
2''W
1''W
1''W1''W
U
G
P
UGP
UGP
UGP
UGP
G
G
G
G
G
G
G
U
G
P
OHP
OHP
OHP
F
M
FM
FM
FM
FM
FM
FM
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
L
O
D
L
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D
L
O
D
L
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D
L
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D
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L
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D
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D
L
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D
L
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.
2
LC (54)
LC (54)
LC (15)
IS (1)
IS (1)
QL (11)
NS (7)
QL (8)
QL (3)
NS (1)
IS (6)
QP (3)
IH (10)
IH (5)
IH (10)
IH (6)
IH (2)
QP (2)
QP (2)
LI (6)
QP (5)
LI (5)
QP (3)LI (3)
IS (4)
IS (1)
IS (4)
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 (2)
10' X 70' NCDOT SIGHT TRIANGLE
10' X 70' NCDOT
SIGHT TRIANGLE
10' X 70' NCDOT SIGHT TRIANGLE
10' X 70' NCDOT SIGHT TRIANGLE
SIGHT DISTANCE TRIANGLE
(REFER TO SHEET C2.8)
SIGHT DISTANCE TRIANGLE
(REFER TO SHEET C2.8)
NS (2)
QP (3)
LI (1)
LI (1)
QP (2)
LI (1)
LI (1)
LI (1)LI (1)
LI (1)
LI (1)
LI (1)
QP (1)
QP (1)
QP (1)
QP (1)
QP (1)
QP (3)
LI (1)
LI (1)
QP (1)
LI (1)
QP (1)
LI (1)
QP (1)
LI (1)
LI (1)
QP (1)
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 33 LAGERSTROEMIA INDICA CRAPEMYRTLE 2" CAL. (MIN.)
QP 40 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
HYDRO SEED PRINCESS 77 BERMUDA SEED
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.
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
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01/26/2026
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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
CONC.
G
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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
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IS (1)
IS (2)
LI (1)
PROPOSED TREE LINE
PROPOSED TREE LINE
PROPOSED TREE LINE
INFILTRATION BASIN
STORMWATER CONTROL MEASURE
LI (1)
LI (1)
QP (2)
QP (2)
LI (1)QP (1)
QP (1)
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 33 LAGERSTROEMIA INDICA CRAPEMYRTLE 2" CAL. (MIN.)
QP 40 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
HYDRO SEED PRINCESS 77 BERMUDA SEED
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.
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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DRAWN BY
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01/26/2026
NC
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332
P. BARBEAU
P. BARBEAU
06/24/2025
SH
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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.
11.5 AC DISTURBED * 15 TREES =
173 TREES
45 EXISTING TREES RETAINED
96 PROPOSED INTERIOR TREES
32 PROPOSED STREET YARD TREES
173 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: 227,282 SF
INTERIOR PARKING LOT LANDSCAPING:
227,282 * 8% = 18,183 SF
18,183 SF / 144 SF = 126 TREES
45 EXISTING TREES RETAINED
96 PROPOSED TREES
(23 UNDERSTORY; 73 CANOPY)
141 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
NA
D
8
3
0
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
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NC
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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.
C6.3
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D
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332
P. BARBEAU
P. BARBEAU
06/24/2025
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64250.004
JOB NO.
SHEET NO.
SCALE
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332
P. BARBEAU
P. BARBEAU
06/24/2025
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64250.004
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%
5-#3 REBAR,
CONTINUOUS
#3 TIES @ 16" O.C.
FINISH
GRADE
COMPACTED SUBGRADE MINIMUM STRENGTH 3500 PSI
AIR ENTRAINED CONCRETE
4"
6"
1/
2
"
R
3"R 3"R
6"REFER TO
PLANS 6"
CONCRETE FLUME
NTS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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DRAWN BY
DATE
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JOB NO.
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64250.004
3:1 SLOPE
3:1 SLOPE
SILT FENCE ON LOW SIDE
STOCK PILE MATERIAL
STOCKPILE AREA
NO SCALE
NOTES
SOIL SAMPLING, SOILS EXCAVATED SHALL BE STOCKPILED AT A DESIGNATED SOUL STAGING AREA
ONSITE. ALL BOUNDARIES OF STOCK PILES SHALL BE WRAPPED IN SILT FENCE AND OUTLETS ON THE
LOW ENDS.
MATERIALS
(SEDIMENT FENCE)
1.Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certified by the manufacturer or supplier as conforming to the requirements in astm d 6461, which is shown in part in table 6.62b.
2.Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction life at a temperature range of 0 to 120° f.
3.Ensure that post for sediment fences are 1.25 lb/linear ft minimum steel with a minimum length of 5 feet. Make sure that steel posts have projections to facilitate fastening the fabric.
4.For reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and a maximum mesh spacing of 6 inches.
CONSTRUCTION SPECIFICATIONS
(SEDIMENT FENCE)
1.Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
2.Ensure that the height of the sediment fence does not exceed 24 inches above the ground
surface. (Higher fences may impound volumes of water sufficient to cause failure of the
structure.)
3.Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints.
When joints are necessary, securely fasten the filter cloth only at a support post with 4 feet
minimum overlap to the next post.
4.Support standard strength filter fabric by wire mesh fastened securely to the upslope side of
the posts. Extend the wire mesh support to the bottom of the trench. Fasten the wire
reinforcement, then fabric on the upslope side of the fence post. Wire or plastic zip ties should
have minimum 50 pound tensile strength.
5.When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Support posts
should be driven securely into the ground a minimum of 24 inches.
6.Extra strength filter fabric with 6 feet post spacing does not require wire mesh support fence.
Securely fasten the filter fabric directly to posts. Wire or plastic zip ties should have minimum
50 pound tensile strength.
7.Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of
posts and upslope from the barrier (Figure 6.62a).
8.Place 12 inches of the fabric along the bottom and side of the trench.
9.Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of
the backfill is critical to silt fence performance.
10.Do not attach filter fabric to existing trees.
SEDIMENT FENCE INSTALLATION USINGTHE SLICING METHOD
Instead of excavating a trench, placing fabric and then backfilling trench, sediment fence may be
installed using specially designed equipment that inserts the fabric into a cut sliced in the ground
with a disc (Figure 6.62b).
Installation Specifications
1.The base of both end posts should be at least one foot higher than the middle of the fence.
Check with a level if necessary.
2.Install posts 4 feet apart in critical areas and 6 feet apart on standard applications.
3.Install posts 2 feet deep on the downstream side of the silt fence, and as close as possible to the
fabric, enabling posts to support the fabric from upstream water pressure.
4.Install posts with the nipples facing away from the silt fabric.
5.Attach the fabric to each post with three ties, all spaced within the top 8 inches of the fabric.
Attach each tie diagonally 45 degrees through the fabric, with each puncture at least 1 inch
vertically apart. Also, each tie should be positioned to hang on a post nipple when tightened to
prevent sagging.
6.Wrap approximately 6 inches of fabric around the end posts and secure with 3 ties.
7.No more than 24 inches of a 36 inch fabric is allowed above ground level.
8.The installation should be checked and corrected for any deviations before compaction.
9.Compaction is vitally important for effective results. Compact the soil immediately next to the
silt fence fabric with the front wheel of the tractor, skid steer, or roller exerting at least 60
pounds per square inch. Compact the upstream side first, and then each side twice for a total of
4 trips.
4' MIN
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE.
2:1
16"MIN
8"
4"
STEEL POST SET
MAX 2' APART MIN
2' INTO SOLID GROUND
FRONT VIEW
SECTION VIEW
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH.
SILT FENCE
STEEL POST
WOVEN WIRE FABRIC
3' FILTER FABRIC APRON
ON GROUND
BURY 6" UPPER EDGE OF
FILTER FABRIC APRON IN TRENCHBURY WIRE FENCE AND
HARDWARE CLOTH
NOTES:
MAINTENANCE:
1.INSPECT SILT FENCE STONE OUTLET WEEKLY OR AFTER EACH
SIGNIFICANT RAINFALL EVENT (1
2 INCH OR GREATER). MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2.REMOVE SEDIMENT DEPOSITS AS NECESSARY, RESTORE TO ITS
ORIGINAL DIMENSIONS AND REPLACE STONE THAT IS IMPAIRED BY
SEDIMENT.
1.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2.REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
Size of Riprap stones
Weight
(lb)
Mean Spherical
Diameter (ft)
Length
(ft)
Rectangular
Shape
Width/Height (ft)
50 0.8 1.4 0.5
100 1.1 1.8 0.6
150 1.3 2.0 0.7
300 1.6 2.6 0.9
500 1.9 3.0 1.0
1000 2.2 3.7 1.3
1500 2.6 4.7 1.5
2000 2.8 5.4 1.8
4000 3.6 6.0 2.0
6000 4.0 6.9 2.3
8000 4.5 7.6 2.5
20,000 6.1 10.0 3.3
Sizes for Riprap and Erosion Control Stone
Specified by NCDOT
Riprap Erosion Control
Class 1 Class 2 Class A Class B
5-200 lb 25-250 lb 2"-6"5"-15"
30% shall weigh
a minimum of 60
lbs each
60% shall weigh
a minimum of 100
lbs each
No more than
10% shall weigh
less than 15 lbs
each
No more than 5%
shall weigh less
than 50 lbs each
10% tolerance
top and bottom
sizes
Equally
distributed, no
gradation
specified
Equally
distributed, no
gradation
specified
Riprap should be a well-graded mixture with 50% by weight
larger than the specified design size.
Diameter of the largest stone size in the mix should be 1.5
times the d50 size with smaller sizes grading down to 1 inch.
Synthetic Filter Fabric:
1.Place the cloth filter directly on the prepared foundation.
2.Overlap the edges by at least 12 inches, and space
anchor pins every 3 feet along the overlap.
3.Bury the upstream end of the cloth a minimum of 12
inches below ground and bury the lower end of the cloth
or over lap with the next section as required.
4.If damage occurs while placing riprap, remove the riprap,
and repair the sheet by adding another layer of filter
material with a minimum overlap of 12 inches around the
damaged area. If damage is extensive, remove and
replace the entire sheet.
5.If placing large stones or machine placing is difficult, a 4
inch layer of fine gravel or sand may be needed to
protect the filter cloth.
T min.
1.5 T min.
DATE:PAGE:
Department of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesRIP RAP
Subgrade Preparation:
1.Prepare the subgrade for riprap and filter to the required
lines and grades shown on the plans.
2.Compact any fill required in the subgrade to a density
approximating that of the surrounding undisturbed
material or overfill depressions with riprap.
3.Remove brush, trees, stumps, and other objectionable
material.
Sand and Gravel Filter Blanket:
1.Place the filter blanket immediately after the ground
foundation is prepared.
2.When using gravel, spread filter stone in a uniform
layer to the specified depth.
3.When more than one layer of filter material is used,
spread the layers with minimal mixing.
Maintenance:
In general, once a riprap installation has been properly designed
and installed it requires very little maintenance. Riprap should
be inspected periodically for scour or dislodged stones. Control
of weed and brush growth may be needed in some locations.
Stone Placement:
1.Placement of riprap should follow immediately after placement of the filter.
2.Place so that riprap forms a dense, well-graded mass of stone with a minimum of voids.
3.Place to its full thickness in one operation.
4.Do not place by dumping through chutes or other methods that cause segregation of stone sizes.
5.Take care not to dislodge underlying base or filter when placing stone.
6.The toe of the riprap slope should be keyed to a stable foundation at its base.
7.The toe should be excavated to a depth about 1.5 times the design thickness of the riprap and
extend horizontally from the slope, as shown above.
8.Hand placing may be necessary to achieve the proper distribution of stone sizes to produce a
relatively smooth, uniform surface.
d
SECTION AA
La
AAAA
La
PLAN
SECTION A
PLAN
AA
d0
3d0
PIPE OUTLET TO WELL-DEFINED CHANNEL
PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL
NOTES:
1.Compact any fill required in the subgrade to the density
of the surrounding undisturbed material. Low areas in
the subgrade on undisturbed soil may also be filled by
increasing the riprap thickness.
2.The riprap and gravel filter must conform to the specified
grading limits shown on the plans.
3.Filter cloth, when used, must meet design requirements,
and be properly protected from punching or tearing
during installation. Repair any damage by removing the
riprap and placing another piece over the damaged area.
If the damage is extensive, replace the entire filter cloth.
4.All connecting joints should overlap so the top layer is
above the downstream layer a minimum of 1 foot.
5.The minimum thickness of the riprap should be 1.5 times
the maximum stone diameter but not less than 6".
6.Riprap may be field stone or rough quarry stone. It
should be hard, angular highly weather-resistant and well
graded.
7.Construct the apron on zero grade with no overfill at the
end. Make the top of the riprap at the downstream end
level with the receiving area or slightly below it.
8.Ensure that the apron is properly aligned with the
receiving stream and preferably straight throughout its
length. If a curve is needed, place in the upper section of
the apron.
MAINTENANCE:
1.Inspect outlet structures at least weekly and after
each rainfall of 1.0 inch or greater.
2.Check outlets for erosion around or below riprap
and for if stones have been dislodged. Make
repairs immediately to prevent further damage.
La = Length of Riprap Apron
d = Thickness of Riprap Apron
La = Length of Riprap Apron
d = Thickness of Riprap Apron
DATE:PAGE:
Department of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesOUTLET STABILIZATION STRUCTURE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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P. BARBEAU
P. BARBEAU
06/24/2025
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64250.004
SEDIMENT TRAP REMOVAL SEQUENCE:
1.ONCE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED AND APPROVAL FROM NCDEQ HAS
BEEN OBTAINED, SEDIMENT BASINS SHALL BE REMOVED.
2.DEWATER BASINS USING A DEWATERING SOCK.
3.REMOVE SKIMMER DEVICE, SEDIMENT, PVC/HDPE PIPING, RISER OUTLET STRUCTURE, COIR FIBER
BAFFLES AND RIPRAP APRONS.
4.BREACH DAMS AND USE DAM MATERIAL AND ASSOCIATED STOCKPILE TO FILL IN THE BASIN.
GRADE THE BASIN AREA TO MATCH THE GRADE OF THE EXISTING CONDITIONS. ALL EXISTING
DRAINAGE PATTERNS ARE TO BE REESTABLISHED. MAINTAIN POSITIVE DRAINAGE AT ALL TIMES.
5.SEED AND STABILIZE BASIN BOTTOM, SLOPES AND ALL DISTURBED AREAS IMMEDIATELY.
MAINTENANCE SPECIFICATIONS
(POROUS BAFFLES)
1.Inspect baffles at least once a week and after each rainfall. Make any required repairs immediately.
2.Be sure to maintain access to the baffles. Should the fabric of a baffle collapse, tear, decompose, or become ineffective, replace it
promptly.
3.Remove sediment deposits when it reaches half full to provide adequate storage volume for the next rain and to reduce pressure on
the baffles. Take care to avoid damaging the baffles during cleanout, and replace if damaged during cleanout operations.
Sediment depth should never exceed half the designed storage depth.
4.After the contributing drainage area has been properly stabilized, remove all baffle materials and unstable sediment deposits, bring
the area to grade, and stabilize it.
MATERIALS
(POROUS BAFFLES)
1.Use matting made of 100% coconut fiber (coir) twine woven into high strength matrix with the properties shown in table 6.6.5a.
2.Staples should be made of 0.125 inch diameter new steel wire formed into a "U" shape not less than 12 inches in length with a
throat of 1 inch in width. The staples anchor the porous baffles into the sides and bottom of the basin.
3.Ensure that steel post form porous baffles area of a sufficient height to support baffles at desired height. Post should be
approximately 1-3/8" wide measured parallel to the fence, and have a minimum weight of 1.25 lb/linear ft. The posts must be
equipped with an anchor plate having a minimum area of 14.0 square inches and be of the self-fastnener angle steel type to have a
means of retaining wire and coir fiber mat in the desired position without displacement.
4.Use 9-gauge high tension wire for support wire.
Thickness
Tensile Strength (Wet)
Elongation (Wet)
Flow Velocity
Weight
Minimum Width
Open Area
0.30 in. minimum
900 x 680 lb/ft minimum
69% x 34% maximum
10-12 ft/sec
20 oz/SY (680 g/m2 ) minimum
6.5 feet
50% maximum
Coir Fiber Material Property Requirements
Table 6.65a Specifications for Porous Baffle Material
CONSTRUCTION SPECIFICATIONS
(POROUS BAFFLES)
1.Grade the basin so that the bottom is level front to back and side to side.
2.Install the coir fiber baffles immediately upon excavation of the basins.
3.Install posts across the width of the sediment trap (Practice 6.62, Sediment Fence).
4.Steel posts should be driven to a depth of 24 inches and spaced a maximum of 4 feet apart. The top of the fabric should be a
minimum of 2 inches lower than the top of the earthen embankment.
5.Install at least three rows of baffles between the inlet and outlet discharge point. Basins less than 20 feet in length may use 2
baffles.
6.Attach a 9 gauge high tension wire stand to the steel post at a height of 6 inches above the spillway elevation with plastic ties or
wire fasteners to prevent sagging. If the temporary sediment basin will be converted to a permanent stormwater basin of a greater
depth, the baffle height should be based on the pool depth during use as a temporary sediment basin.
7.Extend 9 gauge minimum high tension wire strand to side of basin or install steel T-post to anchor baffle to side of basin and
secure to vertical end posts as shown in Figure 6.65b.
8.Drape the coir fiber mat over the wire stand mounted at a height of 6 inches above the spillway elevation. Secure the coir fiber
mat to the wire strand with plastic ties or wire fasteners. Anchor the matting to the sides and floor of the basin with 12 inch wire
staples, approximately 1 ft apart, along the bottom and side slopes of the basin.
9.Do not splice the fabric, but use a continuous piece across the basin.
10.Adjustments may be required in the stapling requirements to fit individual site conditions.
NOTIFICATION OF COMBINED SELF MONITORING AND SELF INSPECTION
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION CONTROL AND SEDIMENTATION CONTROL PLAN
IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS,
DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM
THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION
ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF
EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE RALEIGH REGIONAL
OFFICE AT (919) 791-4200.
SITE AREA DESCRIPTION STABILIZATION
TIME FRAME
STABILIZATION TIME FRAME
EXCEPTIONS
1) GROUND STABILIZATION
PERIMETER DIKES, SWALES,
DITCHES AND SLOPES
NONE
HIGH QUALITY WATER
(HQW) ZONES
NONE
SLOPES STEEPER THAN 3:1 IF SLOPES ARE 10' OR LESS
IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS
ARE ALLOWED.
SLOPES 3:1 OR FLATTER 7-DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1
14 DAYS NONE (EXCEPT FOR PERIMETERS
AND HQW ZONES)
2) INSPECTIONS
-WEEKLY INSPECTION REQUIREMENTS.
-RAIN GAUGE AND INSPECTIONS AFTER 1" RAIN EVENTS.
-INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS".
-INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS OURS
UNLESS A SITE SPECIFIC EXEMPTION IS APPROVED.
-RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
-ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBMITTED UNDER CERTAIN
CONDITIONS.
3) CONDITIONS IN EROSION & SEDIMENTATION CONTROL PLANS*
-DESIGNATION ON THE PLANS WHERE THE 7 AND 14 DAY GROUND
STABILIZATION REQUIREMENTS OF THE NPDES PERMIT APPLY.
-ALL BASINS WITH GREATER THAN 1 ACRE DRAINAGE AREA MUST BE
DESIGNED SUCH THAT THE SURFACE WITHDRAWAL REQUIREMENTS OF THE
NPDES PERMIT IS INCLUDED.
4) SEDIMENT BASINS
-OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS
DRAINAGE AREA IS LESS THAN 1 ACRE.
-USE ONLY DWQ-APPROVED FLOCCULANTS.
14 DAYS
7 DAYS
7 DAYS
7 DAYS
GENERAL CONDITIONS
1' MIN.
2' MAX.
NOTES:
1.Lay one block, on each side of the structure, on its
side in the bottom row to allow pool drainage. The
foundation should be excavated at least 2 inches
below the crest of the storm drain. Place the
bottom row of blocks against the edge of the storm
drain for lateral support and to avoid washouts
when overflow occurs. If needed, give lateral
support to subsequent rows by placing 2 inch x 4
inch wood studs through block openings.
2.Carefully fit hardware cloth or comparable wire
mesh with 1/2-inch openings over all block
openings to hold gravel in place.
3.Use clean gravel 1/2 to 3/4 inch in diameter, placed
2 inches below the top of the block on a 2:1 slope
or flatter and smooth it to an even grade. NCDOT
#57 washed stone is recommended.
MAINTENANCE:
1.Inspect all measures at least weekly and after every
rainfall of 1.0 inch or greater; repair immediately.
2.Remove sediment as necessary to provide
adequate storage volume for subsequent rains.
3.When the contributing drainage area has been
adequately stabilized, remove all materials and any
unstable soil, and either salvage or dispose of it
properly. Bring the disturbed area to proper grade,
then smooth and compact before stabilizing.
DATE:PAGE:
Department of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesBLOCK AND GRAVEL INLET PROTECTION (TEMPORARY)
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06/24/2025
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JOB NO.
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SCALE
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