HomeMy WebLinkAboutSheetz Alexander Rd - Civil Plans 2025-11-17_v1C0.0
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P. BARBEAU
P. BARBEAU
VICINITY MAP
NTS
CIVIL ENGINEER:
TIMMONS GROUP
5410 TRINITY ROAD
SUITE 102
RALEIGH, NC 27607
PROJECT MANAGER:
PATRICK BARBEAU, PE
PATRICK.BARBEAU@TIMMONS.COM
PH: (919) 866-4512
WILMINGTON, NORTH CAROLINA 28411
NEW HANOVER COUNTY
DEVELOPER:
BRIAN W. DOWNS
ENTITLEMENT MANAGER
243 SHEETZ WAY
CLAYSBURG, PA 16625
PH: (919) 264-8593
BDOWNS@SHEETZ.COM
GOLDEN VENTURES I, LLC
SAMUEL B POTTER
330 MILITARY CUTOFF RD, SUITE A-2
WILMINGTON, NC 28405-8303
OWNER:SURVEYOR:
CONVENIENCE ARCHITECTURE
AND DESIGN P.C.
243 SHEETZ WAY
CLAYSBURG PA 16625
PH: (814) 239-6013
TCOLUMBU@SHEETZ.COM
ARCHITECT:
SITE DATA TABLE
PROJECT:SHEETZ - ALEXANDER ROAD
OWNERS:GOLDEN VENTURES I, LLC
PROJECT ADDRESS:0 ALEXANDER RD, WILMINGTON, 28411
PID #:R03600-004-002-000, R03600-004-001-000, R03600-004-022-000
DEED:DB: RB 6759 PG: 2892-2908; DB: RB 6753 PG: 1366-1373;
DB: RB 6758 PG: 284-288; DB: RB 6759 PG: 2848-2891
EXISTING ZONING:R-15-RESIDENTIAL DISTRICT
PROPOSED ZONING:B-2 (BY OTHERS)
EXISTING USE:VACANT/RESIDENTIAL
PROPOSED USE:CONVENIENCE STORE WITH FUEL SALES AND RESTAURANT WITH
SEATING AND DRIVE THRU
FLOOD ZONE:
NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP
#3720315900J (EFFECTIVE 04/03/2006) AND #3720316900K
(EFFECTIVE 08/28/2018)
TOTAL EXISTING TRACT
AREA:TRACT 1: 2.56 AC
PROPOSED TRACT
AREA:TRACT 1: 2.56 AC
DISTURBED AREA:2.25 ACRES
EXISTING BUILT UPON
AREA:4,730 SF
POST- DEVELOPMENT
BUILT UPON AREA:
TRACT 1: 81,109 SF (44.0%) - INCLUDES 0.07 AC (3,049 SF) FUTURE
IMPERVIOUS
TYPE OF BUILDING
CONSTRUCTION:V-B (NON-SPRINKLERED)
TYPE OF CANOPY
CONSTRUCTION:II-B
VEHICLE PARKING
SUMMARY: REQUIRED
RESTAURANT: 6 SPACES PER 1000 SQUARE FEET OF GFA
RESTAURANT INTERIOR = 1,988 SF / 1000 * 6 = 12 SPACES REQUIRED
RESTAURANT EXTERIOR = 375 SF / 1000 * 6 = 3 SPACES REQUIRED
RETAIL: 2.5 SPACES PER 100 SQUARE FEET OF GFA =
4,151 SF / 1000 * 2.5 = 10 SPACES REQUIRED
TOTAL: 25 SPACES
LOADING SPACES: 1 REQUIRED
VEHICLE PARKING
SUMMARY: PROVIDED
44 SPACES ON-SITE, ADA: 2 REQ'D; 2 PROV'D W/ 1 VAN ACCESSIBLE
1 LOADING SPACE
SHEETZ - ALEXANDER ROAD
TIMMONS GROUP
MARTIN WEBB, PLS
610 E MOREHEAD STREET
SUITE 250
CHARLOTTE, NC
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.
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: 910-798-7117
TIM LOWE, PE
TLOWE@NHCGOV.COM
NEW HANOVER ZONING
NEW HANOVER COUNTY ZONING
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NC 28403
PHONE: 910-798-7450
ZACHARY DICKERSON
ZDICKERSON@NHCGOV.COM
WATER AND SEWER
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
PHONE: 910-332-6673
JEFF THEBERGE, PE
BUILDING CODE OFFICIAL
NEW HANOVER COUNTY BUILDING INSPECTIONS
230 GOVERNMENT CENTER DRIVE, SUITE 170
WILMINGTON, NC 28403
PHONE: 910-798-7308
ELECTRIC
DUKE ENERGY
5700 HOLLY SHELTER ROAD
CASTLE HAYNE, NC 28429
PHONE: 910-386-3232
AMY NEELEY
AMY.NEELEY@DUKE-ENERGY.COM
TELEPHONE/CABLE
SPECTRUM
2321 SCIENTIFIC PARK DRIVE
WILMINGTON, NC 28405
PHONE: 980-508-0794
ZACHARY WAHL
ZACHARY.WAHL@CHARTER.NET
DEPARTMENT OF PLANNING
NEW HANOVER COUNTY PLANNING
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NC 28403
PHONE: 910-798-7450
ZACHARY DICKERSON
ZDICKERSON@NHCGOV.COM
NCDOT
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
PHONE: 910-398-9100
BEN HUGHES, PE
BTHUGHES@NCDOT.GOV
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KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
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11/17/2025
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64250.006
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Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C0.1 SURVEY
C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
C2.0 PHASE 2 - SITE PLAN
C2.1 PHASE 2 - PAVEMENT PLAN
C2.2 PHASE 2 - FIRE ACCESS PLAN
C2.3 PHASE 2 - FOOD DELIVERY TRUCK PATH
EXHIBIT
C2.4 PHASE 2 - FUEL DELIVERY TRUCK PATH
EXHIBIT
C3.0 PHASE 2 - GRADING AND DRAINAGE PLAN
C4.0 PHASE 2 - EROSION CONTROL PLAN - PHASE I
C4.1 PHASE 2 - EROSION CONTROL PLAN - PHASE II
C4.2 PHASE 2 - NPDES PLAN
C4.3 PHASE 2 - NPDES DETAILS
C5.0 PHASES 2 - UTILITY PLAN
C6.0 PHASE 2 - LANDSCAPE PLAN
C6.1 PHASE 2 - LANDSCAPE NOTES
C7.0 PHASE 2- NOTES AND DETAILS
C7.1 PHASE 2 - NOTES AND DETAILS
C7.2 PHASE 2 - NOTES AND DETAILS
C7.3 PHASE 2 - NOTES AND DETAILS
C7.4 PHASE 2 - NOTES AND DETAILS
C7.5 PHASE 2 - NOTES AND DETAILS
C7.6 PHASE 2 - NOTES AND DETAILS
C7.7 PHASE 2 - NOTES AND DETAILS
A200 PHASE 2 - EXTERIOR ELEVATIONS
A201 PHASE 2 - EXTERIOR ELEVATIONS
DT-1 PHASE 2 - DRIVE THRU SIGN DETAILS
DT-2 PHASE 2 - DRIVE THRU SIGN DETAILS
PID: R03600-004-001-000
GOLDEN VENTURES I LLC
DB 6759 PG 2848, PARCEL 2
ZONE R-15 PID: R03600-004-002-000
GOLDEN VENTURES I LLC
DB 6753 PG 1366
ZONE R-15
FOFO
N25°10'3
4
"
E
1
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N
5
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5
9
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N
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W
1
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9
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1
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S83°36'45"E
3.83' (TIE)IR
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SPECTRUM N
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3
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W
9
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.
6
7
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20.00'66.35'
AT&T
PIEDMONT GAS
NE OF LINE
EXISTING NCDOT
PERMANENT UTILITY EASEMENT
DB 6366 PG 176
AT&T
EXISTING NCDOT
R/W LINES PER
DB 6366 PG 176
MARKET STREET
U.S. HIGHWAY 17
VARIABLE WIDTH PUBLIC R/W
DB 6366 PG 176
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SPIRIT
CONTERRA
EXISTING 10'
AT&T EASEMENT
DB 1437 PG 797
EXISTING
30' POWERLINE EASEMENT
MB 69 PG 34
EXISTING NCDOT
PERMANENT UTILITY EASEMENT
MB 69 PG 34
S42°36'00"W 240.00'S42°36'02"W 86.35' (T)
1.6'
MH 3.3
S
4
7
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0
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9
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5
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E
3
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7
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N42° 53' 07.26"E
170.97'
L=50.52'R=79.65'
L=27.41'R
=44.50'
N42° 52' 43.88"E
88.01'
N42° 53' 23.70"E
125.16'
2
4
3
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2
8
'
N25° 09
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4
6
.
1
4
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100.00'
S
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SAN SAN
S
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SA
N
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81LF OF 8" PVC @ 0.40%
196LF OF
6
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30LF OF 15" PPE @
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47
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0
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5
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106LF OF 18" PPE @
0.50%
203LF OF 24" PPE @ 0.50%
40LF OF 30"
PPE @ 0.50%
33LF OF 30"
PPE @ 0.50%
73
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82LF
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0
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58LF OF 18"
PPE @ 0.50%
38LF OF 18" PPE @ 0.50%
14LF OF 18"
PPE @ 1.00%
74
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61L
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@
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24LF OF 15" PPE @ 1.00%
30LF OF 18" PPE @ 0.50%
55LF OF
1
5
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PPE @ 0
.
5
0
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40
L
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P
V
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@
0
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4
0
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115LF OF 8" PVC @ 0.40%
44LF OF 15"
PPE @ 3.19%
3
2
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P
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@
1
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4
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129LF OF 72" PPE @ 1.00%
SSMH 2
RIM: 32.95
INV IN: 31.93
INV OUT: 31.83
SSMH 5
RIM: 37.34
INV IN: 32.39
INV IN: 30.69
INV OUT: 30.59
INV OUT: 30.04
SSMH 9
RIM: 37.00
INV OUT: 32.00
SSMH 4
RIM: 34.77
INV IN: 31.25
INV OUT: 31.15
ST 04
SSMH 3
RIM: 36.03
Structure - (114)
MH 1.1
CI 1.7
MH 1.6
CI 1.5
CI 2.3
CI 2.10
CI 2.7
CI 2.8 CI 2.9
MH 1.2
CI 1.4 CI 1.3
MH 3.5
MH 3.4
CI 2.2
O 1.1
CI 2.4
CI 2.5
6
4
L
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P
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6
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%
INV.: 31.72
1.6'
1.1'
2.1'
1.2'1.5'
2.0'
0.5'
1.1'
0.8'
1.5'1.4'
2.0'
2.6'
1.0'1.6'
1.2'
0.5'
0.6'
0.6'
0.6'0.6'0.7'
0.8'
0.9'
1.4'
1.2'1.3'
0.8'0.6'
0.8'
1.1'
2.0'
ZD01
LANDLORD TO RELOCATE UTILITIES
OFFSITE AND ABANDON EASEMENTS
ZD01
ZD01
ZD01
ZD01
38
38
37
37
36
36
33
37
3
7
36
3
6
37
3
7
37
37
3637
36 37
2
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32
32
26
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35
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64250.006
NAD
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SCALE 1"=20'
40'20'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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DRAWN BY
DATE
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
11/17/2025
SH
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64250.006
SURVEY NOTES
1.ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS
TAKEN FROM A SURVEY BY xxxx DATED xxxx, xxxx. OFFSITE TOPOGRAPHY
AND PLANIMETRIC INFORMATION FROM OTHER SOURCES AND HAS NOT BEEN
FIELD VERIFIED BY TIMMONS GROUP.
2.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
3.THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
4.BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
5.VERTICAL DATUM SHOWN HEREON IS NAVD88.
6.OTHER SOURCES OF INFORMATION INCLUDE FILES RECEIVED FROM
RIVERVIEW ENGINEERING.
7.NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP #3720315900J
(EFFECTIVE 04/03/2006) AND #3720316900K (EFFECTIVE 08/28/2018).
8.EXISTING IMPERVIOUS AREA = 0.346 ACRES (PROPOSED IN PHASE 1 OF THE
OVERALL ALEXANDER STATION DEVELOPMENT).
9.THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY, AND ARE NOT
ACCURATE FOR CONSTRUCTION PURPOSES. FOR FIELD MARKS CALL
1-800-632-4949 (NC ONE CALL).
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.THE BURNING OF CLEARED MATERIALS AND DEBRIS SHALL NOT BE ALLOWED
UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL
AUTHORITIES.
8.UTILITY CONTACTS ARE LISTED ON THE SHEET ( INSERT INFO ).
9.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.
10.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.
11.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.
12.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA
REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND
UTILITIES.
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.
S
4
7
°
0
7
'
0
9
.
5
4
"
E
3
4
7
.
4
3
'
N42° 53' 07.26"E
170.97'
L=50.52'R=79.65'
L=27.41'R
=44.50'
N42° 52' 43.88"E
88.01'
N42° 53' 23.70"E
125.16'
2
4
3
.
2
8
'
N25° 09
'
4
6
.
1
4
"
E
100.00'
PID: R03600-004-001-000
GOLDEN VENTURES I LLC
DB 6759 PG 2848, PARCEL 2
ZONE R-15 PID: R03600-004-002-000
GOLDEN VENTURES I LLC
DB 6753 PG 1366
ZONE R-15
FOFO
N25°10'3
4
"
E
1
0
0
.
0
0
'
N
5
3
°
5
9
'
0
1
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W
2
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3
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5
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(
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N
5
3
°
0
5
'
4
2
"
W
1
2
9
.
8
1
'
S83°36'45"E
3.83' (TIE)IR
F
UCATV
UC
A
T
V
GRAVEL
T
TT
T
T
1
5
1
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2
2
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6
6
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6
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3
3
"
W
9
5
.
6
7
'
20.00'66.35'
PIEDMONT GAS
NE OF LINE
EXISTING NCDOT
PERMANENT UTILITY EASEMENT
DB 6366 PG 176
EXISTING NCDOT
R/W LINES PER
DB 6366 PG 176
MARKET STREET
U.S. HIGHWAY 17
VARIABLE WIDTH PUBLIC R/W
DB 6366 PG 176
WW
W
WWWWWWWW GGGGG
GGG
G
GGGG
OHP
OHP
OHP
OHP
OHP
OH
U
OH
U
OH
U
OH
P
OH
P
OH
P
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OHP
OHP
O
H
U
O
H
U
O
H
U
EXISTING 10'
AT&T EASEMENT
DB 1437 PG 797
EXISTING NCDOT
PERMANENT UTILITY EASEMENT
MB 69 PG 34
S42°36'00"W 240.00'S42°36'02"W 86.35' (T)
ZS01
ZS02
ZS03
ZS05
ZS06
ZS13
ZS18
ZS20
ZS21
ZS24
ZS25
ZS29
ZS30ZS31
ZS19
ZS32
ZS36
ZS56
ZS57
ZS62
ZS37
ZS51
ZS52
ZS49
ZS50
ZS55
ZS64ZS65
12
6
12
6
8
NEW SHEETZ STORE
6,139 SF
FFE: 39.00'
STANDARD
UST FIELD
25
'
B
U
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E
T
B
A
C
K
12
.
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'
S
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A
R
D
25' STREET YARD
17.5' TY
P
E
A
B
U
F
F
E
R
50' PARKING SETBACK
100' BUILDING SETBACK
35' BUILDING SETBACK
25
'
B
U
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D
I
N
G
SE
T
B
A
C
K
NO PARKING
OVER-DIG LINE
EV
EV
EV
EV
EV
20' PRIVATE
UTILITY EASEMENT
14'
5'
24'
R10'
R3'
10'
20'
32'
10'
20'
21.83'
R3'
32'
R25'
R25'
32'
10'
20'
R10'
R3'
R25'
14'2'
10'
8'
20'
R3'
R15'
R3'
20'
R10'
R3'
14'
R25'
R15.7'
28.6'65'
12.67'
20'
R3'
R15'
R3'
10'
8'
R3'
10'
12.16'
58.22'
36'
R25'
R40'R40'
ZS18
ZS18
ZS18
ZS24
ZS24
ZS25
ZS25
ZS25
ZS25
ZS25
ZS25
ZS28
ZS32
ZS51
ZS52
ZS54
ZS54
ZS54
ZS55
ZS61
ZS63
PROPOSED PROPERTY LINE
70' PUBLIC DRAINAGE EASEMENT
(BY OTHERS)
DRIVE BY OTHERS
(HATCHED)
DRIVE BY OTHERS
(HATCHED)
DRIVE BY OTHERS
(HATCHED)
32'
24'
32'
ZS36
R25'16.7'
R5'
R25'
ZS12
ZS12
92.7'
42.3'
R15'
R39'
ZS66
ZS67
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.
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.
ZS12
ELECTRIC VEHICLE CAPABLE PARKING SPACE (TYP.) NO
CHARGER PROVIDED. REFER TO ARCH PLANS FOR CONDUIT
ROUTING.
ZS13 MONUMENT SIGN. VERIFY EXACT LOCATION AND LOCATION BEFORE
ROUGH-IN. PERMITTED BY OTHERS.
ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OF ARCHITECTURAL PLANS.
ZS19 ROOF ACCESS LADDER AND CLEARANCE AREA; REFER TO
ARCHITECTURAL PLANS.
ZS20 PROPANE LOCKERS, BOLLARDS, AND CONCRETE PAD; REFER TO SHEETZ
DETAIL 18 OR 19 AND ARCHITECTURAL PLANS.
ZS21
OUTDOOR SEATING AREA AND TABLES; REFER TO REFER TO
ARCHITECTURAL PLANS. OUTDOOR SEATING MUST NOT PROHIBIT ADA
ACCESS.
ZS24 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB; REFER TO
ARCHITECTURAL PLANS.
ZS25 24" CURB & GUTTER; REFER TO SHEETZ DETAIL 15.
ZS28 STOREFRONT BUMPER POST, REFER TO SHEETZ DETAIL 01 (TYP.). PLACE
ACCORDING TO SHEETZ DETAIL 07 AND/OR 08.
ZS29 6" OR 8" BOLLARD(S); REFER TO SHEETZ DETAIL 17 AND UNDERGROUND
STORAGE TANK SYSTEM PLANS FOR SIZE, LOCATION, AND COUNT (TYP.).
ZS30 FLAGPOLE AND FLAGPOLE FOUNDATION; REFER TO SHEETZ DETAILS 11
AND 12.
ZS31 FLAGPOLE LIGHT AND LIGHT FOUNDATION; REFER TO SHEETZ DETAILS 13
AND 14.
ZS32 AIR MACHINE PAD AND BUMPER POSTS; REFER TO SHEETZ DETAIL 05.
ZS36 EMERGENCY SHUT-OFF SWITCH, REFER TO ELECTRICAL, UNDERGROUND
STORAGE TANK SYSTEM PLANS, AND SHEETZ DETAIL 29.
ZS37
ELECTRIC TRANSFORMER PAD; GC TO COORDINATE LOCATION WITH
LOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE PROPOSED
TRANSFORMER PAD LOCATION.
ZS38 24" DIA. LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN); REFER TO
SHEETZ DETAIL 33 AND LIGHTING PLANS BY OTHERS.
ZS49 ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL CODES) R7-8A
(MUTCD).
ZS50 VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL
REQUIREMENTS) R7-8A (MUTCD).
ZS51 ADA ACCESSIBLE AISLE AND STRIPING, PER ADA AND LOCAL CODES.
ZS52 ADA ACCESSIBLE PARKING SPACE AND SYMBOL STRIPING. PER ADA AND
LOCAL CODES.
ZS54 PAINTED 4" WIDE PARKING STRIPES (TYP.).
ZS55 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCAL CODES.
ZS56 PAINTED UNDERGROUND STORAGE TANK PAVEMENT MARKING.
ZS57 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR.
ZS61 DRIVE-THRU CANTILEVERED CLEARANCE BAR; REFER TO BAR DETAILS ON
DT-1 AND DT-2.
ZS62 DRIVE-THRU ORDER POINT; REFER TO ORDER POINT DETAILS ON DT-2.
ZS63 DRIVE-THRU MENU BOARD; REFER TO MENU BOARD DETAIL ON DT-2.
ZS64 DRIVE-THRU CURB AND PAD; REFER TO SHEETZ DETAIL 10.
ZS65 DRIVE-THRU "PICK UP" PARKING SPACE; REFER TO PAINTING DETAIL ON
DT-1.
ZS66 24" CONCRETE FLUME
ZS67 4" WHITE GORELINE
C2.0
PH
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P. BARBEAU
P. BARBEAU
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SCALE 1"=20'
40'20'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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64250.006
42.26'
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 NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH STRIPES 4" WIDE, AT 45° AND 2 FEET O.C.
5.ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE.
6.CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SHEETZ MAIN FREESTANDING SIGN
WITH THE SHEETZ CONSTRUCTION MANAGER.
7.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER
PERTINENT INFORMATION.
8.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.
9.SEE DETAILS SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.
10.CONTRACTOR SHALL NEATLY SAW-CUT ALL JOINTS WHERE THE PROPOSED CONSTRUCTION MEET
EXISTING PAVEMENT AND CONCRETE.
FOFO
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7
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PIEDMONT GASEXISTING NCDOT
PERMANENT UTILITY EASEMENT
DB 6366 PG 176
EXISTING NCDOT
R/W LINES PER
DB 6366 PG 176
MARKET STREET
U.S. HIGHWAY 17
VARIABLE WIDTH PUBLIC R/W
DB 6366 PG 176
WW
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GGG
G
GGGG
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OHP
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OHP
OHP
OH
U
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U
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P
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EXISTING 10'
AT&T EASEMENT
DB 1437 PG 797
EXISTING NCDOT
PERMANENT UTILITY EASEMENT
MB 69 PG 34
NEW SHEETZ STORE
6,139 SF
FFE: 39.00'
NO PARKING
EV
EV
EV
EV
EV
P01
P09
P10
P05
P01
P01P01
P01
P02
P02
P02
P02
P02
P02
P02
P02
P02
P05 P05
P05
P05
P05
P05
P08
P08
P08
P08
P11
P11
P11
P11
P11
P11
P11
P11
P11
P11
P11
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
P05
PAVING KEYNOTES
NUMBER HATCH DESCRIPTION
P01 EXISTING PAVEMENT TO REMAIN UNDISTURBED.
P02 ASPHALT LOT PAVEMENT; REFER TO SHEETZ DETAIL 20.
P05 CONCRETE LOT PAVEMENT; REFER TO SHEETZ DETAIL 20.
P08 BRICK PAVER SIDEWALK; REFER TO A100 OF
ARCHITECTURAL PLANS.
P09 BUILDING PAD; REFER TO ARCHITECTURAL PLANS BY
OTHERS.
P10 TRANSFORMER PAD PER UTILITY PROVIDER
SPECIFICATIONS.
P11 CONCRETE / ASPHALT PAVEMENT TRANSITION; REFER TO
SHEETZ DETAIL 27.
P12 CONCRETE / ASPHALT CHAMFER; REFER TO SHEETZ DETAIL
28.
NOTE: CURB & GUTTER NOT HATCHED. REFER TO SITE LAYOUT PLAN FOR ADDITIONAL
INFORMATION.
C2.1
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40'20'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
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JOB NO.
SHEET NO.
SCALE
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MARKET STREET
U.S. HIGHWAY 17
VARIABLE WIDTH PUBLIC R/W
DB 6366 PG 176
WW
W
WWWWWWWW GGGGG
GGG
G
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OHP
OHP
OHP
OHP
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OH
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NEW SHEETZ STORE
6,139 SF
FFE: 39.00'
NO PARKING
EV
EV
EV
EV
EV
F02
F03; 378 LF
F03; 369 LF
F04; 101 LF
F04; 128 LF
F04; 109 LF
F04; 131 LF
C2.2
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P. BARBEAU
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NAD
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SCALE 1"=20'
40'20'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
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CHECKED BY
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64250.006
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
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°
FIRE TRUCK EXIT & HYDRANT ACCESS KEYNOTES
NUMBER DESCRIPTION
F01 FIRE TRUCK (TYP.)
F02 EXISTING FIRE HYDRANT
F03 <400 LF FROM HYDRANT (PULL-THE-HOSE-METHOD)
F04 <150 LF FROM FIRE TRUCK (PULL-THE-HOSE-METHOD)
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MARKET STREET
U.S. HIGHWAY 17
VARIABLE WIDTH PUBLIC R/W
DB 6366 PG 176
WW
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NEW SHEETZ STORE
6,139 SF
FFE: 39.00'
NO PARKING
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P. BARBEAU
P. BARBEAU
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SCALE 1"=20'
40'20'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
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53
23.2
Max 56° Horiz
Max 10° Vert
3.75
39 4
41
6.25
17.6
4.4 12 4.214.1
0.9
Sheetz - Food Delivery TruckOverall Length 66.850ft
Overall Width 8.500ft
Overall Body Height 12.052ft
Min Body Ground Clearance 1.334ft
Max Track Width 8.500ft
Lock-to-lock time 6.00sMax Steering Angle (Virtual)17.90°
FOFO
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UC
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MARKET STREET
U.S. HIGHWAY 17
VARIABLE WIDTH PUBLIC R/W
DB 6366 PG 176
WW
W
WWWWWWWW GGGGG
GGG
G
GGGG
OHP
OHP
OHP
OHP
OHP
OH
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NEW SHEETZ STORE
6,139 SF
FFE: 39.00'
NO PARKING
EV
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P. BARBEAU
P. BARBEAU
10/17/2025
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64250.006
NAD
8
3
0
SCALE 1"=20'
40'20'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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64250.006
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°
FOFO
IR
F
UCATV
UC
A
T
V
UFO UFO UFO UFO UFO UFO UFO UFO UFO
UFO
UFO UFO
GRAVEL
MCNC
AT&T T
TT
T
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CFPUA
CONTERRA
T
FO
A
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7
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3
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1
3
SPECTRUM
AT&T
PIEDMONT GAS
NE OF LINE
EXISTING NCDOT
PERMANENT UTILITY EASEMENT
DB 6366 PG 176
AT&T
EXISTING NCDOT
R/W LINES PER
DB 6366 PG 176
MARKET STREET
U.S. HIGHWAY 17
VARIABLE WIDTH PUBLIC R/W
DB 6366 PG 176
UFOUFO
U
F
O
UF
O
WW
W
WWWW
WWWW GGGGG
GGG
G
GGGG
UFOUFOUFO
UFOUFO
OHP
OHP
OHP
OHP
OHP
OH
U
OH
U
OH
U
OH
P
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P
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P
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SPIRIT
CONTERRA
EXISTING 10'
AT&T EASEMENT
DB 1437 PG 797
EXISTING NCDOT
PERMANENT UTILITY EASEMENT
MB 69 PG 34
MH 3.3
S
A
N
SAN SAN
S
A
N
SA
N
SA
N
SA
N
SA
N
W
S
A
N
SAN SAN SAN
W
61L
F
O
F
1
5
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P
P
E
@
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%
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L
F
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F
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P
E
@
0
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6
5
%
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0.50%
47
L
F
O
F
1
5
"
PP
E
@
0
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5
0
%
106LF OF 18" PPE @
0.50%
203LF OF 24" PPE @ 0.50%
40LF OF 30"
PPE @ 0.50%
33LF OF 30"
PPE @ 0.50%
73
L
F
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F
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4
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PP
E
@
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%
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F
3
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PPE @
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5
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58LF OF 18"
PPE @ 0.50%
38LF OF 18" PPE @ 0.50%
14LF OF 18"
PPE @ 1.00%
74
L
F
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F
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@
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F
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5
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4
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30LF OF 18" PPE @ 0.50%
55LF OF
1
5
"
PPE @ 0
.
5
0
%
44LF OF 15"
PPE @ 3.19%
3
2
L
F
O
F
1
5
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P
P
E
@
1
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4
8
%
129LF OF 72" PPE @ 1.00%
ST 04
Structure - (114)
MH 1.1
CI 1.7
MH 1.6
CI 1.5
CI 2.3
CI 2.10
CI 2.7
CI 2.8 CI 2.9
MH 1.2
CI 1.4 CI 1.3
MH 3.5
MH 3.4
CI 2.2
O 1.1
CI 2.4
CI 2.5
RD
RD
2''
W
2''W2''W2''W2''W
G
G
G
G
G
G
G
G
G
G
G
G
RD
RD
RDRD
RD
RD
RD
RDRD
RD
RD
RD
RD
RD
RD RD RD
R
D
RD
NEW SHEETZ STORE
6,139 SF
FFE: 39.00'
NO PARKING
EV
EV
EV
EV
EV
G19
G20
ZG02
ZG03
ZG05
ZG13
ZG11
ZG12
ZG18
3
7
38
38
38
38
38
38
38 37
37
37
37
37
36
3
8
383838
38
38
3
8
37
35
33
34
36
37
38
3938
36
38
101-CB
102-CB
103-CB
15" HDPE
24"
H
D
P
E
18
"
H
D
P
E
20' PRIVATE
UTILITY EASEMENT
6" HDPE
6"
H
D
P
E
INV OUT 36.47
ZG01
ZG02
ZG02
ZG03
ZG03
ZG13
ZG13
G19
G20
G20
G21
G22
INV OUT 34.94
INV OUT 35.73
35
33
34
3
3
34
35
36
37
38
37
3
6
3
7
3
7
38
37
37
3
7
36
36
34
36
3
7
28
28
32
32
26
3
8
3
8
36
37363
6
37
37
37
35
36
35
3
3
INV OUT 34.64 (9)
STORM STRUCTURE TABLE
STR. #
101-CB
102-CB
103-CB
TOP
38.66'
36.98'
36.42'
INV. IN
32.70' (15" HDPE FROM 102-CB)
32.80' (6" HDPE FROM 25)
INV. OUT
32.60' (24" HDPE TO )
33.89' (15" HDPE TO 101-CB)
32.65' (18" HDPE TO )
DESCRIPTION
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
STORM PIPE TABLE
FROM - TO
101-CB -
102-CB - 101-CB
103-CB -
UPSTREAM
INVERT
32.60'
33.89'
32.65'
DOWNSTREAM
INVERT
32.03'
32.70'
32.03'
SLOPE
0.50%
0.60%
0.63%
LENGTH
114.90 LF
197.53 LF
97.43 LF
DIA.
24"
15"
18"
MATERIAL
HDPE
HDPE
HDPE
DESCRIPTION
24" HDPE
15" HDPE
18" HDPE
SHEETZ GRADING PLAN KEYNOTES
NUMBER DESCRIPTION
ZG01 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB; REFER TO
ARCHITECTURAL PLANS.
ZG02 TAPER CURB AND GUTTER TO FULL HEIGHT OVER 16.5' (TYP.).
ZG03 BUILDING / ARCHITECTURAL CANOPY DOWNSPOUT; REFER TO
ARCHITECTURAL PLANS.
ZG04
4" SCH. 40 PERFORRATED DRAIN PIPE UNDER BRICK SIDEWALK PAVERS.
@ 1.00% MINIMUM. WRAPPED WITH SILT BARRIER FABRIC. TIE INTO STORM
DRAIN SYSTEM; REFER TO ARCHITECTURAL PLANS.
ZG05 CANOPY ROOF DRAIN; REFER TO CANOPY PLANS.
ZG11
CONNECT ROOF DRAIN TO THE STORM SYSTEM WITH A BACKWATER
VALVE. TIDEFLEX CHECKMATE INLINE VALVE OR APPROVED EQUAL.
REFER TO DETAIL.
ZG12 STORM CLEANOUT; TRAFFIC RATED IF WITHIN PAVEMENT (TYP.).
ZG13
PROVIDE A STORM SNOUT AND AN 2' DEEP SUMP WITHIN STORM
STRUCTURE ALONG; REFER TO MANUFACTURER SPECIFICATIONS AND
DETAILS.
ZG18 2.5% MAX SLOPE ON UST TANK PAD
G19 ADA STALLS (MAX SLOPE 1:50)
G20 MATCH EXISTING PAVEMENT ELEVATION
G21 EXISTING PERMANENT DRAINAGE EASEMENT
G22 EXISTING PERMANENT UTILITY EASEMENT
C3.0
PH
A
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E
2
-
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G
A
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332
P. BARBEAU
P. BARBEAU
NAD
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3
0
SCALE 1"=20'
40'20'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
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CHECKED BY
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1
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2
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5
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4
P
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
11/17/2025
SH
E
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T
Z
-
A
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X
A
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D
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R
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64250.006
NOTES:
TOP REFERS TO:
1.1.CATCH BASIN: TOP OF CURB
1.2.YARD INLET/DROP INLET: SILL
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 THE
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 1-800-632-4949. 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.ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS ON THE
PROJECT SURVEY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR AT
GROUNDBREAKING.
10.ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GRADE
SURFACE UNLESS NOTED OTHERWISE.
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.
PID: R03600-004-001-000
GOLDEN VENTURES I LLC
DB 6759 PG 2848, PARCEL 2
ZONE R-15
FOFO
N25°10'3
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1
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EXISTING NCDOT
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DB 6366 PG 176
AT&T
EXISTING NCDOT
R/W LINES PER
DB 6366 PG 176
MARKET STREET
U.S. HIGHWAY 17
VARIABLE WIDTH PUBLIC R/W
DB 6366 PG 176
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DB 1437 PG 797
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MB 69 PG 34
EXISTING NCDOT
PERMANENT UTILITY EASEMENT
MB 69 PG 34
S42°36'00"W 240.00'S42°36'02"W 86.35' (T)
1.6'
MH 3.3
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170.97'
L=50.52'R=79.65'
L=27.41'R
=44.50'
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88.01'
N42° 53' 23.70"E
125.16'
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Structure - (114)
MH 1.1
MH 1.6
CI 1.5
CI 2.3
CI 2.10
CI 2.7
CI 2.8
MH 1.2
CI 1.4 CI 1.3
MH 3.5
MH 3.4
CI 2.2
O 1.1
CI 2.4
CI 2.5
1.6'
1.1'
1.2'
2.0'
0.5'
1.1'
0.8'
1.5'1.4'
2.0'
2.6'
1.0'1.6'
1.2'
0.5'
0.6'0.6'0.7'
0.8'
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EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
TREE PROTECTION FENCE
CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
HORSESHOE INLET PROTECTION
SILT/TREE PROTECTION
COMBINATION FENCE
PROPOSED CONTOURS
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40'20'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
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A
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|
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
11/17/2025
SH
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64250.006
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH 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.
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.A PRECONSTRUCTION MEETING WITH THE NHC EROSION CONTROL INSPECTOR MUST BE HELD PRIOR TO BEGINNING
ANY SITE CONSTRUCTION.
3.ONLY CLEAR/GRADE ENOUGH TO INSTALL SEDIMENT CONTROL DEVICES AS SHOWN IN PHASE I.
4.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETS AROUND THE PERIMETER OF THE SITE.
DISTURB ONLY THE AREAS NECESSARY FOR INSTALLATION.
5.DURING DRY PERIOD OF WEATHER, EXCAVATE AND INSTALL UST SYSTEM 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.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION. INSTALL
ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED NECESSARY BY INSPECTOR.
8.INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AT LEAST ONCE PER WEEK. REPAIR
AND CLEAN OUT AS REQUIRED.
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 100' CONSTRUCTION ENTRANCE; REFER
TO DETAIL
EC105 TEMPORARY INLET PROTECTION; REFER TO DETAIL (TYP.)
EC106 HORSESHOE INLET PROTECTION
EC117
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
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SPECTRUM
AT&T
PIEDMONT GASEXISTING NCDOT
PERMANENT UTILITY EASEMENT
DB 6366 PG 176
AT&T
EXISTING NCDOT
R/W LINES PER
DB 6366 PG 176
MARKET STREET
U.S. HIGHWAY 17
VARIABLE WIDTH PUBLIC R/W
DB 6366 PG 176
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EXISTING 10'
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DB 1437 PG 797
EXISTING NCDOT
PERMANENT UTILITY EASEMENT
MB 69 PG 34
1.6'
S
A
N
SAN SAN
S
A
N
SA
N
SA
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0.5'
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1.4'
1.2'1.3'
0.8'0.6'
0.8'
1.1'
2.0'
NEW SHEETZ STORE
6,139 SF
FFE: 39.00'
NO PARKING
EV
EV
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RD
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2''W2''W2''W2''W
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35
34
33
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37
37
37
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3
7
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
TREE PROTECTION FENCE
CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
HORSESHOE INLET PROTECTION
SILT/TREE PROTECTION
COMBINATION FENCE
PROPOSED CONTOURS
EXISTING CONTOURS
C4.1
PH
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SCALE 1"=20'
40'20'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
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11/17/2025
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64250.006
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND ASSOCIATED WITH
PHASE 2 EROSION CONTROL.
2.CONTINUE BRINGING FILL INTO THE SITE. IMPORTED MATERIAL WILL REQUIRE A PERMITTED SITE APPROVAL
BEFORE THIS PROCESS BEGINS. ALL FILL SHALL BE BROUGHT INTO THE SITE AND EVENLY SPREAD OUT THROUGH
THE SITE AS SHOWN IN LIFTS OF NO MORE THAT 1.0' AT A TIME. FILL SHALL BE ROLL COMPACTED BY A DOZER OR
EQUIVALENT AS IT IS PLACED.
3.BEGIN INSTALLATION OF THE STORM PIPE SYSTEM FROM THE LOW END AND WORK UPSTREAM. PIPE INLET
PROTECTION SHALL BE UTILIZED AT THE END OF EACH WORK DAY TO ASSURE PIPE NETWORK IS NOT INUNDATED
WITH SEDIMENT.
4.INSTALL SITE IMPROVEMENTS, STORMWATER 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 SEDIMENTATION BY PILING EXCAVATED MATERIAL ON THE UPHILL SIDE OF EXCAVATION.
5.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.
6.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.INSTALL CURB & GUTTER AND GRAVEL BASE.
9.MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION CONTROL
INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION. CONTACT THE EROSION CONTROL INSPECTOR TO OBTAIN
SIGN-OFF ON THE PLANS.
10.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.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.
12.ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND OBTAIN A
CERTIFICATE OF COMPLETION.
EROSION CONTROL PLAN - PHASE II KEYNOTES
NUMBER DESCRIPTION
EC201 LIMITS OF DISTURBANCE
EC202 SILT FENCE; REFER TO DETAIL (TYP.)
EC203 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC204 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER
TO DETAIL
EC205 TEMPORARY INLET PROTECTION; REFER TO DETAIL
EC206 HORSESHOE INLET PROTECTION
EC207
TREE PROTECTION FENCE. PROTECTIVE ORANGE
FENCING SURROUNDING THE PROTECTIVE BUFFER AREAS
PLUS 10' AND AROUND TREE SAVE AREAS AT THE DRIP
LINE; REFER TO DETAILEC201
EC202
EC203
EC204
EC205
EC206
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
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EXISTING NCDOT
PERMANENT UTILITY EASEMENT
DB 6366 PG 176
AT&T
EXISTING NCDOT
R/W LINES PER
DB 6366 PG 176
MARKET STREET
U.S. HIGHWAY 17
VARIABLE WIDTH PUBLIC R/W
DB 6366 PG 176
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EXISTING NCDOT
PERMANENT UTILITY EASEMENT
MB 69 PG 34
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1.2'
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0.6'
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0.8'
0.9'
1.4'
1.2'1.3'
0.8'0.6'
0.8'
1.1'
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NEW SHEETZ STORE
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NO PARKING
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P. BARBEAU
P. BARBEAU
NAD
8
3
0
SCALE 1"=20'
40'20'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DATE
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64250.006
GROUND STABILIZATION HATCHES
HATCH SITE AREA
DESCRIPTION
SLOPES STEEPER THAN 3:1;
REFER TO SECTION E OF NCG01
GROUND STABILIZATION AND
MATERIALS HANDLING
SLOPES 3:1 TO 4:1; REFER TO
SECTION E OF NCG01 GROUND
STABILIZATION AND MATERIALS
HANDLING
REFER TO NPDES STABILIZATION
NOTES AND DETAILS FOR ADDITIONAL
REQUIREMENTS AND INFORMATION.
C4.3
PH
A
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2
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N
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S
D
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332
P. BARBEAU
P. BARBEAU
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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64250.006
NEW SHEETZ STORE
6,139 SF
FFE: 39.00'
NO PARKING
EV
EV
EV
EV
EV
FOFO
UCATV
UC
A
T
V
UFO UFO UFO UFO UFO UFO UFO UFO UFO
UFO
UFO UFO
GRAVEL
MCNC
AT&T T
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CFPUA
CONTERRA
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B
7
8
3
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1
3
SPECTRUM
AT&T
PIEDMONT GASEXISTING NCDOT
PERMANENT UTILITY EASEMENT
DB 6366 PG 176
AT&T
EXISTING NCDOT
R/W LINES PER
DB 6366 PG 176
MARKET STREET
U.S. HIGHWAY 17
VARIABLE WIDTH PUBLIC R/W
DB 6366 PG 176
UFOUFO
U
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UFOUFO
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SPIRIT
CONTERRA
EXISTING 10'
AT&T EASEMENT
DB 1437 PG 797
EXISTING NCDOT
PERMANENT UTILITY EASEMENT
MB 69 PG 34
S
A
N
SAN SAN
S
A
N
SA
N
SA
N
SA
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W
81LF OF 8" PVC @ 0.40%
196LF OF
6
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SSMH 2
RIM: 32.95
INV IN: 31.93
INV OUT: 31.83
SSMH 5
RIM: 37.34
INV IN: 32.39
INV IN: 30.69
INV OUT: 30.59
INV OUT: 30.04
SSMH 9
RIM: 37.00
INV OUT: 32.00
SSMH 4
RIM: 34.77
INV IN: 31.25
INV OUT: 31.15
SSMH 3
RIM: 36.03
6
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RD
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RD
ZU01
ZU02
ZU04
ZU06
ZU13
ZU21
ZU22ZU24
ZU25
ZU26
ZU34
ZU07
ZU12
ZU14
ZU23
ZU32
ZU36
ZU43
ZU50
ZU38
ZU40
ZU01
ZU20
ZU01
ZU05
6" PVC
CO01
INV OUT 32.06
GT
INV IN 32.36
INV OUT 32.11
CO02
INV OUT 32.38
6" PVC
6" PVC
6" PVC
6" PVC
EXCO
INV IN 31.72
BUILDING-1
INV OUT 32.56
BUILDING-2
INV OUT 32.24 6" PVC
CO03
INV OUT 32.67
6" PVC
BUILDING-3
INV OUT 34.00
INV IN 31.50
ZU30
ZU36
ZU38
ZU51
ZU52
ZU53
ZU55
ZU56
ZU57
C5.0
PH
A
S
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I
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P
L
A
N
332
P. BARBEAU
P. BARBEAU
NAD
8
3
0
SCALE 1"=20'
40'20'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
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11/17/2025
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64250.006
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, THE APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS.
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL
LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER
WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SUBMISSION
OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS
FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN FIELD
CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTOR SHALL NOTIFY OWNER AND
ENGINEER IMMEDIATELY.
4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE
PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY NC "ONE CALL" AT 811. THE LOCATION
OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE
SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND
EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALL UTILITY WORK IN
COMPLIANCE TO ALL APPLICABLE LOCAL AND STATE CODES AND REGULATIONS.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH THE INSTALLATION,
INSPECTING, TESTING AND FINAL ACCEPTANCE OF ALL PROPOSED UTILITY CONSTRUCTION
UNLESS OTHERWISE COORDINATED BEFOREHAND WITH SHEETZ.
7.CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY ON THE ADDITION,
REMOVAL AND/OR RELOCATION OF UTILITIES AND UTILITY POLES AND THE EXTENSION OF ALL
PROPOSED UTILITIES TO THE SHEETZ PROJECT STRUCTURES.
8.ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE
RESPECTIVE UTILITY COMPANY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL
UTILITIES ARE INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHER
PERFORMED BY THE CONTRACTOR OR NOT.
9.AN AS-BUILD DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BY THE CONTRACTOR
AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT.
10.UTILITY COMPANIES AND CONTACTS ARE LISTED ON SHEET C0.0.
11.CONDUIT LOCATIONS TO FREESTANDING SIGNS AND SITE LIGHT POLES TO BE COORDINATED
WITH SHEETZ CONSTRUCTION MANAGER.
12.CONTRACTOR SHALL COORDINATE AND VERIFY WITH SHEETZ CONSTRUCTION MANAGER ON
LOCATION AND SIZE OF THE STORE GREASE TRAP. GREASE TRAP SHALL BE PROVIDED WITH "T"
PIPE IN OUTFLOW CHAMBER. ALL SANITARY SEWER PIPE SHALL BE THE SDR-35 PVC UNLESS
OTHERWISE NOTED.
13.CONTRACTOR SHALL COORDINATE WITH SHEETZ CONSTRUCTION MANAGER AND SHEETZ IT
DEPARTMENT ON THE CONDUIT ROUTE TO STORE FOR TELE/COMMUNICATION SERVICES.
14.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER
PERTINENT INFORMATION.
FOFO
N25°10'3
4
"
E
1
0
0
.
0
0
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N
5
3
°
5
9
'
0
1
"
W
2
1
3
.
5
5
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(
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)
N
5
3
°
0
5
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4
2
"
W
1
2
9
.
8
1
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S83°36'45"E
3.83' (TIE)IR
F
UCATV
UC
A
T
V
UFO UFO UFO UFO UFO UFO UFO UFO UFO
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UFO UFO
GRAVEL
MCNC
AT&T T
TT
T
T
CFPUA
CONTERRA
T
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D
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1
3
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5
6
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P
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I
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B
7
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3
P
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4
1
3
SPECTRUM N
6
6
°
3
6
'
3
3
"
W
9
5
.
6
7
'
66.35'
PIEDMONT GASEXISTING NCDOT
PERMANENT UTILITY EASEMENT
DB 6366 PG 176
AT&T
EXISTING NCDOT
R/W LINES PER
DB 6366 PG 176
MARKET STREET
U.S. HIGHWAY 17
VARIABLE WIDTH PUBLIC R/W
DB 6366 PG 176
UFOUFO
U
F
O
UF
O
WW
W
WWWWWWWW GGGGG
GGG
G
GGGG
UFOUFOUFO
UFOUFO
OHP
OHP
OHP
OHP
OHP
OH
U
OH
U
OH
U
OH
P
OH
P
OH
P
OH
P
O
H
P
O
H
P
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P
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OHP
OHP
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H
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H
U
U
C
A
T
V
SPIRIT
CONTERRA
EXISTING 10'
AT&T EASEMENT
DB 1437 PG 797
EXISTING NCDOT
PERMANENT UTILITY EASEMENT
MB 69 PG 34
S42°36'00"W 240.00'S42°36'02"W 86.35' (T)
1.6'SAN SAN
S
A
N
SA
N
SA
N
SA
N
SA
N
W
S
A
N
SAN SAN SAN
W
1.6'
1.1'
1.2'
2.0'
0.5'
1.1'
0.8'
1.5'1.4'
2.0'
2.6'
1.0'1.6'
1.2'
0.5'
0.6'0.6'0.7'
0.8'
0.9'
1.4'
1.2'1.3'
0.8'0.6'
0.8'
1.1'
2.0'
RD
RD
2''
W
2''W2''W2''W2''W
G
G
G
G
G
G
G
G
G
G
G
G
RD
RD
RDRD
RD
RD
RD
RDRD
RD
RD
RD
RD
RD
RD RD RD
R
D
RD
NEW SHEETZ STORE
6,139 SF
FFE: 39.00'
NO PARKING
EV
EV
EV
EV
EV
QL (1)
QL (1)
QL (2)
LI (3)
YH (14)
YH (5)
YH (3)
YH (9)
LI (1)
NS (2)
LI (1)
LI (3)
QP (1)
PLANT SCHEDULE
SYMBOL
TREE QTY.
BOTANICAL NAME COMMON NAME
MIN.
INSTALLATION
SIZEDECIDUOUS
SHADE TREE PROV'D
NS 2 NYSSA SYLVATICA BLACKGUM 2" CAL. (MIN.)
QL 4 QUERCUS LAURIFOLIA LAUREL OAK 2" CAL. (MIN.)
LI 8 LAGERSTROEMIA INDICA CRAPEMYRTLE 2" CAL. (MIN.)
QP 1 QUERCUS PHELLOS WILLOW OAK 2" CAL. (MIN.)
SHRUBS
RC 10 ABELIA X GRANDIFLORA
'ROSE CREEK'
ABELIA ROSE
CREEK 18" MIN. HT.
YH 34 ILEX VOMITORIA
'SCHILLINGS'
DWARF YAUPON
HOLLY 18" MIN. HT.
GROUND COVER
SOD TIFTUF 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
C6.0
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P. BARBEAU
NAD
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SCALE 1"=20'
40'20'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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11/17/2025
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64250.006
REFER TO SHEET C6.1 FOR LANDSCAPE NOTES AND REQUIREMENTS.
STREETSCAPE PLANTINGS BY
OVERALL DEVELOPER. REFER TO
RIVERVIEW ENGINEERING PLANS.
STREETSCAPE PLANTINGS BY
OVERALL DEVELOPER. REFER TO
RIVERVIEW ENGINEERING PLANS.
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.
2.0 AC DISTURBED * 15 TREES =
30 TREES
15 PROPOSED INTERIOR TREES
12 PROPOSED STREET YARD TREES
(BY OTHERS)
8 EXISTING TREES TO REMAIN
35 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: 52,314 SF
INTERIOR PARKING LOT LANDSCAPING:
52,314 * 8% = 4,185 SF
4,185 SF / 144 SF = 29 TREES
15 PROPOSED CANOPY TREES
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
SECONDARY STREET FRONTAGES ARE REQUIRED TO CONTAIN 50
PERCENT OF THE REQUIRED STREET YARD AREA.
BY OTHERS BY OTHERS
FOUNDATION PLANTINGS:
UDO 5.4.7.A
FOUNDATION PLANTING AREA EQUALS 12% OF THE AREA OF THE
BUILDING FACE ADJACENT TO THE PARKING AREA OR INTERNAL
DRIVE.
UDO 5.4.7.B
FOUNDATION PLANTING AREA EQUALS 12% OF THE AREA OF THE
BUILDING FACE, OR BUILDING FACE UP TO 25' IN HEIGHT,
WHICHEVER IS LESS, ADJACENT TO THE PARKING AREA OR
INTERNAL DRIVE.
NORTH WEST BUILDING FACE AREA:
1,309 SF
1,309 SF * 12% = 157 SF
SOUTH EAST BUILDING FACE AREA:
2,192 SF
2,192 SF * 12% = 263 SF
SOUTH WEST BUILDING FACE AREA:
1,337 SF
1,337 SF * 12% = 160 SF
NORTH WEST BUILDING FACE AREA:
EXEMPT DRIVE-THRU SERVICES
NORTH BUILDING PLANTING AREA:
159 SF
EAST BUILDING PLANTING AREA:
294 SF
SOUTH BUILDING PLANTING AREA:
160 SF
C6.1
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332
P. BARBEAU
P. BARBEAU
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
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11/17/2025
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64250.006
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.
·BIODEGRADABLE WEED MATTING (ALL-PRO WEED MAT OR APPROVED EQUAL) SHALL BE REQUIRED IN SHRUB BEDS ADJACENT TO BUILDING FACADE.
·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.
TEMPORARY IRRIGATION
·CONTRACTOR TO PROVIDE AND MAINTAIN TEMPORARY IRRIGATION FOR SOD WITHIN THE STORMWATER CONTROL MEASURE UNTIL SOD BECOMES ESTABLISHED.
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.
C7.0
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P. BARBEAU
P. BARBEAU
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
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64250.006
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
C7.4
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JOB NO.
SHEET NO.
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
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11/17/2025
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64250.006