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1/19/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
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CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO
ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.
Call before you dig.
RACEWAY 1725 - CAPE FEAR
SDI PROJECT #S240606 - STORE # 1725
US HWY 421N
DEVELOPMENT PLANS
WILMINGTON, NEW HANOVER COUNTY, NC
PROJECT INFORMATION
ZONING
PARCEL ID
PERMIT TYPE PERMIT NUMBER (APPROVAL DATE)
CONSULTANTS
ENGINEER
SITE DESIGN, INC.
ZEDEKIAH HEYDENBURG, P.E.
225 ROCKY CREEK ROAD
GREENVILLE, SC 29615
PHONE: 864-285-0618
LANDSCAPE ARCHITECT SURVEYOR
UTILITY PROVIDERS
WATER
CAPE FEAR PUBLIC UTILITY
253 GOVERNMENT CENTER DR.
WILMINGTON, NC 28403
BERNICE JOHNSON
PHONE: 910-332-6620
ELECTRIC TELEPHONE
DUKE ENERGY
N/A
N/A
JAMES CHAVIS
PHONE: 910-338-6993
UTITLITY DEPARTMENT
ADRESS
CITY, STATE, ZIP
CONTACT NAME
PHONE:
SANITARY SEWER GAS CABLE
PEIDMONT NATURAL GAS
1321 S. 10TH STREET
WILMINGTON, NC 28401
PAUL GONKA
PHONE: 910-251-2810
UTITLITY DEPARTMENT
ADRESS
CITY, STATE, ZIP
CONTACT NAME
PHONE:
STORM
NEW HANOVER COUNTY
230 GOVERNMENT CENTER DR.
WILMINGTON, NC 28403
GALEN JAMISON
PHONE: 910-798-7072
FIRE DISTRICT
NEW HANOVER COUNTY
2100 CAPITAL DRIVE
WILMINGTON, NC 28405
RAYMON GRISWOLD
PHONE: 910-798-7448
OTHER
UTITLITY DEPARTMENT
ADRESS
CITY, STATE, ZIP
CONTACT NAME
PHONE:
SHEET INDEX
NO.
COV
S1 BOUNDARY & TOPOGRAPHIC SURVEY (BY OTHERS)
COVER SHEET
TREE SURVEY (AS REQUIRED)
PLAT (AS REQUIRED)
DEMOLITION PLAN
STORMWATER POLLUTION PREVENTION PLAN - PHASE 1
GENERAL REQUIREMENTS
SITE PLAN
S1.1
S1.2
C1
C2
GR1
C3
C3.1
C3.2
C5
C7
C7.1
C8
C8.1
PAVING PLAN
JOINTING PLAN
DRAINAGE PLAN
UTILITY PLAN
RIGHT-OF-WAY IMPROVEMENTS
CONSTRUCTION DETAILS
UTILITY DETAILS
SD1 - SD4 RACETRAC STANDARD DETAILS
L1 - L1.3 LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS
L2 - L2.3 IRRIGATION PLANS, DETAILS AND SPECIFICATIONS
L3 MAINTENANCE SPECIFICATIONS
SHEET DESCRIPTION
TS1 - TS2 COUNTY/STATE DOT DETAILS
SP1 PHOTOMETRIC PLAN (BY OTHERS)
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
CONSTRUCTION INFORMATION
RACETRAC 24-HOUR PHONE NUMBER: 770-595-0309
CONTACT NAME: TOMMY PEASE
VICINITY MAP
1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION
REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL
NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTION ACCORDING TO AGENCY
INSTRUCTION.
2.ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS
GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, INCLUDING LANDSCAPING.
3.CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE OWNER'S CONSTRUCTION MANAGER SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO USE ON THIS SITE. FAILURE TO OBTAIN
APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S
EXPENSE. CONSTRUCTION MANAGER'S APPROVAL OF A SHOP DRAWING DOES NOT RELIEVE
CONTRACTOR'S RESPONSIBILITY FOR PERFORMANCE OF THE ITEM.
4.WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING
PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT IS NECESSARY FOR THE
CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER
CONTRACTOR'S AND UTILITY COMPANIES.
5.MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION
SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
6.CONTRACTOR SHALL REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND
COMMENCING CONSTRUCTION.
7.AT LEAST 72 HOURS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND
APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE
CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS
REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY
INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
8.THE CONTRACTOR SHALL USE EACH PLAN IN CONJUNCTION WITH THE ENTIRE SET OF DRAWINGS AND
JOB SPECIFICATIONS. DO NOT REMOVE OR DEMOLISH ANYTHING WITHOUT VERIFYING AND
COORDINATING WITH ALL ELECTRICAL, PLUMBING, MECHANICAL, GENERAL TRADES, AND UTILITY
COMPANIES AS THEY AFFECT THE OVERALL PROJECT.
9.ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS
GENERAL NOTES:
THIS MATRIX HAS BEEN PROVIDED FOR INFORMATION PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND
ALL APPURTANCES, TRENSHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE
SPECIFICATIONS OF THE ITEMS LISTED.
(EXPIRATION DATE)
C4 GRADING PLAN
PARCEL ID # R02400-001-053-000
REV DATE
DRAINAGE PROFILES
C6
HEAVY INDUSTRIAL DISTRICT (I-2)
PART OF R02400-001-053-000
SITE DESIGN, INC.
ALISON BRANDT, P.L.A
225 ROCKY CREEK ROAD
GREENVILLE, SC 29615
PHONE: 864-285-0618
SITE DESIGN, INC.
CLAY JONES, P.L.S.
225 ROCKY CREEK ROAD
GREENVILLE, SC 29615
PHONE: 864-285-0618
CAPE FEAR PUBLIC UTILITY
253 GOVERNMENT CENTER DR.
WILMINGTON, NC 28403
BERNICE JOHNSON
PHONE: 910-332-6620
UNIT # 160
STORMWATER POLLUTION PREVENTION PLAN - PHASE 2C2.1
C1
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1/19/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
CONTACT RACETRAC, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
0 30 6015
1" = 30'
R
Know what's below.
Call before you dig.
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LIMITS OF
DISTURBANCE
(TYP.)
SUBJECT PROPERTY
(TOTAL SITE AREA 4.26 ACRES)
(DEMOLITION SHOWN ± 0.0 ACRES)
(LIMITS OF DISTURBANCE 5.6 ACRES)
LAND USE: VACANT
ZONING: I2
PR
O
P
O
S
E
D
5
0
'
DR
A
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N
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A
N
D
CO
N
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T
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U
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N
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LIMITS OF
DISTURBANCE
(TYP.)
EXISTING
HYDRANT
TO REMAIN
LAND USE: VACANT
ZONING: I2
EXISTING
OVERHEAD
POWER
EXISTING UTILITY
POLE (TYP.)
EXISTING
UNDERGROUND
TELECOM (TYP.)
EXISTING 6"
SANITARY SEWER
FORCEMAIN
EXISTING 8" C900
WATER MAIN
EXISTING
UNDERGROUND
GAS MAIN
142.3' - SAWCUT EOP FOR CLEAN
CONNECTION OF DRIVEWAY113.4' - SAWCUT EOP FOR CLEAN
CONNECTION OF DRIVEWAY
50.0' INGRESS/EGRESS
& UTILITY EASEMENT
20K - REGULAR
12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
ALTERNATE
TTT TT
SI
T
E
P
L
A
N
1/24/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg0306015
1" = 30'
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.
Call before you dig.
SITE DESIGN STANDARDS
BUILDING SETBACK
FRONT (EAST)
SIDE, INTERIOR (SOUTH)
REAR (WEST)
REQUIRED PROVIDED
SIGN SETBACK REQUIRED PROVIDED
FRONT (SOUTH)
SIDE, STREET (WEST)-
50'
106'
75.3'
202.6'
-
-
(D) = SUBJECT TO DEVIATION REQUEST.
LAND USE SUMMARY (ON SITE)
CATEGORY
6" CONCRETE
8" CONCRETE
CURB
FT2
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FT2
LINEAR FT
LEGEND
PROPOSED
CONCRETE SIDEWALK
PROPOSED BOLLARD (DETAIL 10/SD1)
PROPOSED DECORATIVE LIGHT POLES
(DETAIL 5, SHEET SD2)
CURB BACKING (DETAIL 4, SHEET SD1)
PROPOSED AREA LIGHT POLES
(DETAIL 8, SHEET SD2)
TEMPORARY CONSTRUCTION EASEMENT &
PROPOSED SLOPE EASEMENT AREA
#PARKING SPOT COUNTS
C3
8
SD1
2
SD2
10
SD1 typ.
1
SD2
11
SD1
6
SD1
4
SD7
9
SD6 TYP.
4
SD6 TYP.
6
SD6
-
0'
50'
3,600
88,240
33,630
11B
SD4
8
SD1
5
SD7
5
SD7
5
SD7
88
10
SIDE, INTERIOR (NORTH)
0'
0'
214.9'106.4'
15
8
.
3
'
25
0
.
5
'
106.0'
20
2
.
6
'
50
.
0
'
75.3'
15
.
0
'
20.0'20.0'20.0'
20.0'20.0'20.0'
75
.
0
'
80
.
0
'
39.0'
30.0'19.5'18.0'
33.0'
31
.
5
'
33
.
0
'
39.0'
39.0'
40
.
3
'
127.4'
54
.
0
'
30
.
0
'
30.2'
15.0'
25.
6
'
39
.
3
'
14
.
5
'
45.5'
29.0'
40.8'
8.2'
12.0'
18
.
0
'
6.0'
10.0'
14.5'
39
.
0
'
R73.5'
R43.5'
R58.5'R8.5'
R100.0'
R30.0'
R18.5'R8.5'
R18.5'R8.5'R12.5'
R3.5'R3.5'
R23.5'R13.5'
R23.5'
R41.5'
R48.5'
R38.5'
R14.2'R14.2'
R33.5'
R90.5'
R3.5'
R41.5'
R3.5'R3.5'
R38.5'R78.5'
R38.5'
R13.5'
R3.5'R3.5'
R50.0'
R50.0'
R50.0'
5.
0
'
10
.
0
'
15
.
0
'
27.9'
41.8'
6
SD1
6
SD1
RACEWAY MARKET
3,500 S.F.
INSET CURB FOR
TYPE 'A' CATCH
BASIN (TYP.)
DUMPSTER
ENCLOSURE -
REFER TO
ARCH. DWG
REFER TO SHEET C5 FOR
PAVING PLAN AND CURB
SCHEDULE
100 S.F. LED
PRICE LOGO
SIGN - DESIGN
AND PERMIT BY
OTHERS
INSET CURB FOR
TYPE 'A' CATCH
BASIN (TYP.)
TEMPORARY
CONSTRUCTION
EASEMENT
40
.
0
'
D
R
A
I
N
A
G
E
EA
S
E
M
E
N
T
(2
0
)
(
2
1
)
(21)
(2
2
)
(22)
(
2
2
)
(22)
(23
)
(23
)
(20)
(2
0
)
(21
)
(2
1
)
(2
2
)
(
2
2
)
(22)
(22
)
(22
)
(2
2
)
(23
)
(
2
3
)
(24)(24)
(22)(21)(22)
(20)
(17)
(18)
(19)
(20)
(17)(17)
(18)
(18)
(19)
(19)
(20)
(21)
(22)
(23)
TTT TT
(2
3
)
(22)
(21)
(
2
1
)
(15)
(15)
(16)
(16)(17)
(17)
(17)
TC: 21.61
BC: 21.11
TC: 22.17
BC: 21.67
TC: 20.62
BC: 20.12
TC: 21.47
BC: 20.97
TC: 20.81
BC: 20.31
TC: 21.06
BC: 20.56
TC: 21.94
BC: 21.44
TC: 22.83
BC: 22.33
TC: 22.96
BC: 22.46
TC: 23.40
BC: 22.90
TC: 22.98
BC: 22.48
TC: 22.56
BC: 22.06TC: 22.44
BC: 21.94
TC: 22.70
BC: 22.20
TC: 22.55
BC: 22.05
TC: 21.66
BC: 21.16
TC: 21.87
BC: 21.37
TC: 20.99
BC: 20.49
TC: 20.78
BC: 20.28
TC: 20.65
BC: 20.15 TC: 19.55
BC: 19.05
TC: 21.27
BC: 20.77
TC: 20.86
BC: 20.36
TC: 20.39
BC: 19.89 TC: 19.91
BC: 19.41 TC: 20.57
BC: 20.07
TC: 20.83
BC: 20.33
TC: 21.75
BC: 21.25
TC: 22.15
BC: 21.65TC: 21.59
BC: 21.09
TC: 21.64
BC: 21.14
TC: 21.74
BC: 21.24
TC: 21.35
BC: 20.85
TC: 20.67
BC: 20.17TC: 20.37
BC: 19.87
TC: 20.74
BC: 20.24
TC: 21.34
BC: 20.84
TC: 21.74
BC: 21.24
TC: 22.15
BC: 21.65
TC: 23.98
BC: 23.48
TC: 23.92
BC: 23.42
TC: 21.48
BC: 21.06
TC: 21.19
BC: 20.77
TC: 20.98
BC: 20.56
TC: 21.20
BC: 20.78
TC: 21.34
BC: 20.92
TC: 21.53
BC: 21.11
TC: 21.87
BC: 21.45
TC: 21.55
BC: 21.13
TC: 21.74
BC: 21.32
TC: 21.71
BC: 21.29
TC: 22.82
BC: 22.40
TC: 22.94
BC: 22.52 TC: 24.06
BC: 23.64 TC: 23.55
BC: 23.13
TC: 23.36
BC: 22.94
TC: 23.17
BC: 22.75
TC: 22.85
BC: 22.43
TC: 22.54
BC: 22.12
TC: 22.28
BC: 21.86
TC: 22.03
BC: 21.61
TC: 22.11
BC: 21.69
TC: 22.42
BC: 22.00
TC: 22.73
BC: 22.31
TC: 22.53
BC: 22.11
TC: 22.12
BC: 21.70
TC: 22.38
BC: 21.96
TC: 22.55
BC: 22.13TC: 22.73
BC: 22.31
TC: 23.13
BC: 22.71
TC: 23.54
BC: 23.12
TC: 22.86
BC: 22.44
TC: 21.99
BC: 21.57
TC: 22.71
BC: 22.29
TC: 22.02
BC: 21.60TC: 21.56
BC: 21.14
TC: 21.97
BC: 21.55
TC: 22.39
BC: 21.97
TC: 23.91
BC: 23.49
TC: 23.62
BC: 23.20
TC: 23.47
BC: 23.05
TC: 24.02
BC: 23.60
TC: 23.44
BC: 23.02
TC: 23.04
BC: 22.62
TC: 22.53
BC: 22.11
TC: 22.22
BC: 21.80
TC: 21.92
BC: 21.50
TC: 21.56
BC: 21.14
TC: 22.57
BC: 22.15
TC: 22.30
BC: 21.88
TC: 22.85
BC: 22.43
TC: 22.93
BC: 22.51
TC: 23.03
BC: 22.61
TC: 23.27
BC: 22.85
TC: 23.87
BC: 23.45
TC: 23.78
BC: 23.36
TC: 23.72
BC: 23.30
TC: 24.00
BC: 23.58
TC: 24.07
BC: 23.65
TC: 23.97
BC: 23.55
TC: 23.80
BC: 23.38
TC: 23.66
BC: 23.24
TC: 23.62
BC: 23.20
TC: 23.67
BC: 23.25
TC: 23.75
BC: 23.33
TC: 24.41
BC: 23.99
-1.6
%
-1.5
%
-1.1%
-1
.
4
%
-1.2%
-1.6%
-2.7
%
-1
.
1
%
-
1
.
2
%
-
1
.
4
%
-
1
.
5
%
-1.
5
%
-1
.
5
%
-1.
5
%
-1.2%
-1
.
4
%
-1.
4
%
-1.3
%
-1
.
4
%
-1
.
4
%
-1.
2
%
-1
.
7
%
-1
.
8
%
-2.2%
-2
.
1
%
-2.2%
-2.2%
-2.1%
-2.4%
-2.2%
-2.2%
-2.4%
-2.3%
-2.3%
-2.1%
-2.0%
-2.
0
%
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%
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7
%
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.
2
%
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5
%
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1
%
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%
-
2
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3
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4
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3
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0
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6
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4
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7
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.
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%
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-2.
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-1.
8
%
-2.1%
-2.6
%
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%
-2.2%
-2.2
%
-2.2
%
-2.2
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%
-1.5
%
-1.4
%
-
1
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%
-
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%
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.
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%
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%
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%
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%
-1
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%
-2.1
%
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4
%
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.
4
%
-1.4%
-1.
7
%
-2.
5
%
-2.2
%
-2.3
%
-2.2%
-2.2%
-2.1%
-2.0%
-2.1%
-2.2
%
-
2
.
4
%
-
3
.
3
%
-2.5
%
-2.0%
-
1
.
3
%
-1.7%
-1.3%
-1.5%
-1.7%
-2.1
%
-1
.
6
%
-1.
8
%
-1.
8
%
-1.
8
%
-1.8
%
-
1
.
6
%
-
1
.
6
%
-
1
.
6
%
-
1
.
6
%
-1
.
6
%
-2.0
%
-1.
4
%
-1.
5
%
-1.
5
%
-1.
5
%
-1.
4
%
-1.
4
%
-
2
.
2
%
FF ELEV:
24.25
FF ELEV:
24.25
FF ELEV:
24.25
FF ELEV:
24.25
FF ELEV:
24.25
23.89
23.83
24.0223.46 24.25
24.18
24.22
24.18
23.37
23.8223.38
23.38
23.84
23.61
23.97
TC: 23.75
BC: 23.33
TC: 23.71
BC: 23.29
23.47
23.63
23.79
23.91 23.79
24.1024.10
TOI: 23.61
BOI: 23.28
TOI: 23.41
BOI: 23.08
TOI: 23.25
BOI: 22.92
TOI: 23.45
BOI: 23.12
TOI: 23.65
BOI: 23.32
TOI: 23.85
BOI: 23.52
TOI: 24.01
BOI: 23.68
TOI: 23.81
BOI: 23.48
-
1
.
5
%
-2.
4
%
-1.6%
-3.7%
-
1
.
5
%
-2.
4
%
-1.4%
-3.4%
-
1
.
5
%
-2.
4
%
-1.4%
-3.4%
23.59
23.46
23.91 23.79 23.49
23.4223.8524.0021.56 22.21
22.5322.24
-1
.
8
%
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.
8
%
-
2
.
0
%
-1
.
8
%
-1
.
8
%
-1.1
%
-1.2%
C4
GR
A
D
I
N
G
P
L
A
N
1/24/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.
Call before you dig.
RW
1
7
2
5
-
C
A
P
E
F
E
A
R
NO
.
DA
T
E
VERSIONSHEET NO.
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N
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SCALE
DRAWN-BY
DRAWING NAME:
DATE
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(7
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:
(
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#
C
-
1
3
1
7
SLOPE PARALLEL TO
REMOTE FILLS MUST BE
LESS THAN 1.8%
0 30 6015
1" = 30'
3:1 FILL
SLOPE
3:1 CUT
SLOPE
3:1 FILL
SLOPE
OFF-SITE DRAINAGE SWALE:
6' WIDE BOTTOM
3:1 SIDE SLOPES
TOP ELEVA.: 17.0'
STRUCTURE SCHEDULE
STRUCTURE
CB A3
CB A4
CB B1
CB C2
CB D2
CB D3
CB D4
SDMH A2
RIM EL.
20.11
20.60
19.04
19.42
21.09
21.16
21.63
21.12
(2
0
)
(
2
1
)
(21)
(2
2
)
(22)
(
2
2
)
(22)
(23
)
(23
)
(20)
(2
0
)
(21
)
(2
1
)
(2
2
)
(
2
2
)
(22)
(22
)
(22
)
(2
2
)
(23
)
(
2
3
)
(24)(24)
(22)(21)(22)
P
(20)
(17)
(18)
(19)
(20)
(17)(17)
(18)
(18)
(19)
(19)
(20)
(21)
(22)
(23)
TTT TT
(2
3
)
(22)
(21)
(
2
1
)
(15)
(15)
(16)
(16)(17)
(17)
(17)
FES E4
IE: 19.85
CB D4
V-4863 FRAME
RIM EL.: 21.63
IE OUT: 19.00
FES E3
IE: 19.50
CB D3
V-4863 FRAME
RIM EL.: 21.16
IE IN: 18.25
IE OUT: 18.25
SDMH A2
JUNCTION BOX
RIM EL.: 21.12
IE IN: 15.25
IE IN: 15.25
IE OUT: 15.25
CB D2
V-4863 FRAME
RIM EL.: 21.09
IE IN: 17.60
IE OUT: 17.50
CB A4
V-4863 FRAME
RIM EL.: 20.60
IE OUT: 17.50
CB A3
V-4863 FRAME
RIM EL.: 20.11
IE IN: 16.00
IE OUT: 16.00
FES E2
IE: 18.15FES E1
IE: 17.90
CB C2
V-4863 FRAME
RIM EL.: 19.42
IE OUT: 17.25
HW D1
IE: 17.25
HW C1
IE: 17.00
CB B1
V-4863 FRAME
RIM EL.: 19.04
IE IN: 15.75
IE OUT: 15.75
HW B2
IE: 16.50
HW A1
IE: 15.00
7LF-18"HP STORM @ 3.77%
47LF-18"HP
S
T
O
R
M
@
1
.
0
7
%
11
9
L
F
-
1
8
"
H
P
S
T
O
R
M
@
0
.
6
3
%
162L
F
-
1
8
"
H
P
S
T
O
R
M
@
0
.
4
6
%
50
L
F
-
1
8
"
H
P
S
T
O
R
M
@
0
.
5
0
%
18LF-18"HP STORM @ 1.38%
12
6
L
F
-
1
8
"
H
P
S
T
O
R
M
@
0
.
5
2
%
11
8
L
F
-
1
8
"
H
P
S
T
O
R
M
@
0
.
6
3
%
27
5
L
F
-
1
8
"
H
P
S
T
O
R
M
@
0
.
5
5
%
101LF-18"HP STORM @ 0.25%70LF-18"HP STORM @ 0.50%
STORMDRAIN SCHEDULE
STRUCTURE
DOWN
CB A3
CB B1
CB D2
CB D3
FES E1
FES E3
HW A1
HW C1
HW D1
SDMH A2
SDMH A2
STRUCTURE
UP
CB A4
HW B2
CB D3
CB D4
FES E2
FES E4
SDMH A2
CB C2
CB D2
CB A3
CB B1
LENGTH
275'
162'
126'
118'
101'
70'
7'
50'
18'
119'
47'
SLOPE
0.55%
0.46%
0.52%
0.63%
0.25%
0.50%
3.77%
0.50%
1.38%
0.63%
1.07%
SIZE
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
18" HP STORM
IE
DOWN
16.00
15.75
17.60
18.25
17.90
19.50
15.00
17.00
17.25
15.25
15.25
IE UP
17.50
16.50
18.25
19.00
18.15
19.85
15.25
17.25
17.50
16.00
15.75
C7
DR
A
I
N
A
G
E
P
L
A
N
1/24/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
CONTACT RACETRAC, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.
Call before you dig.
RW
1
7
2
5
-
C
A
P
E
F
E
A
R
NO
.
DA
T
E
VERSIONSHEET NO.
TH
E
S
E
P
L
A
N
S
A
R
E
SU
B
J
E
C
T
T
O
F
E
D
E
R
A
L
CO
P
Y
R
I
G
H
T
L
A
W
S
:
A
N
Y
US
E
O
F
S
A
M
E
W
I
T
H
O
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T
TH
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D
WR
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,
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N
C
.
I
S
PR
O
H
I
B
I
T
E
D
.
SCALE
DRAWN-BY
DRAWING NAME:
DATE
RA
C
E
T
R
A
C
P
E
T
R
O
L
E
U
M
,
I
N
C
.
20
0
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A
L
L
E
R
I
A
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A
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A
Y
S
E
S
U
I
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E
9
0
0
A
T
L
A
N
T
A
,
G
A
3
0
3
3
9
(7
7
0
)
4
3
1
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7
6
0
0
US
H
W
Y
4
2
1
WI
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Y
22
5
R
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K
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L
L
E
,
S
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2
9
6
1
5
PH
:
(
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4
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2
8
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REF (3/SD-8)
0 30 6015
1" = 30'
6" PVC IN AND
OUT OF OWS
DIESEL
CATCH BASIN
(TYP.)
6" ROOF LEADER
FOR DOWNSPOUTS -
ROOF LEADERS TO
DAYLIGHT TO SWALE
40
.
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'
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12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
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1/19/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg
CONTACT RACETRAC, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
0 30 6015
1" = 30'
R
Know what's below.
Call before you dig.
RW
1
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0 30 6015
1" = 30'
GREASE TRAP
(REFER TO DETAIL
4, SHEET SD2)2" GATE
VALVE
2"X3/4" REDUCER
W/ GATE VALVE
YARD HYDRANTS
(REFER TO DETAIL
7, SD6)
2"X2"
TEE
CLEANOUT
(TYP.)2"X2" TEE
2"X3/4" REDUCER
W/ GATE VALVE
BACK-OF-HOUSE UTILITY
BLOW UP (REFER TO THIS
SHEET)
APPROXIMATE LOCATION OF
TRANSFORMER PAD - CONTRACTOR
SHALL COORDINATE FINAL
PLACEMENT WITH LOCAL
ELECTRICAL PROVIDER
APPROXIMATE
LOCATION OF
WATER MAIN PER
UTILITY LOCATE
1.5" DOMESTIC METER TO
HAVE 2" RPZ BACKFLOW
PREVENTER BEHIND METER
1" IRRIGATION METER TO
HAVE 1.5" RPZ BACKFLOW
PREVENTER BEHIND METER
90' BEND W/
THRUST BLOCK
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HOSE BIBB
(REFER TO
DETAIL 12, SD1)
APPROXIMATE LOCATION
OF SEWER FORCEMAIN
MAIN PER UTILITY LOCATE
± 300 L.F. OF
4" DIP
SCALE: 1" = 10'
APPROXIMATE LOCATION OF
UNDERGROUND POWER - CONTRACTOR TO
VERIFY LOCATION WITH LOCAL UTILITY
PROVIDER AND NOTIFY RACETRAC AND
ENGINEER OF ANY CONFLICTS
GREASE TRAP
(REFER TO DETAIL
4, SHEET SD2)
4" SCH 40 GREASE
WASTE EXIT
I.E. OUT: 21.25'
RACEWAY MARKET
FFE: 24.25'
MIN. I.E.: 21.25'RACEWAY MARKET
FFE: 24.25'
MIN. I.E.: 21.25'
4" SCH 40
SERVICE LATERAL
I.E. OUT: 21.25'
2" GREASE
INTERCEPTOR
VENT
GREASE TRAP
I.E. IN: 21.00'
GREASE TRAP
I.E. OUT: 20.75'
CLEANOUT
(TYP.)
RECEIVING
MANHOLE
I.E. IN: 20.25'
WET WELL
I.E. IN: 20.00'
BOT. EL.: XX.XX'
VALVE
VAULT
METER
VAULT
4" DIP
4" SCH 40 @
MIN. 2% SLOPE
ELECTRICAL
SERVICEELECTRICAL
PANEL
2" DOMESTIC
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3/4" WATER
SERVICE
3/4" WATER
SERVICE
2" ENDOPURE PVC
FOR WATER SERVICE
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1/24/2025
MBENDL
S240606_LANDSCAPE.dwg0306015
1" = 30'
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.
Call before you dig.
RW
1
7
2
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L0AREA OF NATIVE TREES TO BE RETAINED
DENOTES DOCUMENTED TREES BEING REMOVED
DENOTES SIGNIFICANT TREES BEING REMOVED
DENOTES PROPOSED LIMITS OF DISTURBANCE
X
X
ONE SIGNIFICANT TREE REMOVED - LONG LEAF PINE 18" DBH
168 CAL INCHES OF NATIVE TREES RETAINED. SEE TREE MITIGATION TABLE ON L1.1
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1/24/2025
MBENDL
S240606_LANDSCAPE.dwg
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.
Call before you dig.
RW
1
7
2
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VERSIONSHEET NO.
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L1.1
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE
CANOPY TREE
ACRU 9 ACER RUBRUM RED MAPLE 3" CAL
PITA 16 PINUS TAEDA LOBLOLLY PINE 3" CAL
QUAL 7 QUERCUS ALBA WHITE OAK 3" CAL
QULE 12 QUERCUS LAEVIS TURKEY OAK 3" CAL
UNDERSTORY TREE
AMCA 12 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY 2" CAL.
DECIDUOUS SHRUB
VIDE 9 VIBURNUM DENTATUM 'ARROWWOOD'ARROWWOOD VIBURNUM MIN 12" HT
EVERGEEN SHRUB
AZCB 43 AZALEA X 'CONLEB'AUTUMN EMBERS® ENCORE® AZALEA MIN 12" HT
MYCE 26 MYRICA CERIFERA `DON`S DWARF`DON`S DWARF WAX MYRTLE MIN 12" HT
ORNAMENTAL GRASS
MUCA 21 MUHLENBERGIA CAPILLARIS 'WHITE CLOUD'WHITE CLOUD MUHLY GRASS 1 GAL.
PLANT SCHEDULE
36" TOTAL DBH TO BE MITIGATED
168" TOTAL DBH OF DOCUMENTED TREES TO BE RETAINED
State
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Caroli n a
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1/24/2025
MBENDL
S240606_LANDSCAPE.dwg
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY
REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
RW
1
7
2
5
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7
L1.2
GENERAL NOTES & SPECIFICATIONS
LAWN INSTALLATION: Lawn areas shall be fine graded to a smooth, positively draining slope, removing all stones over 3/4" . Agricultural limestone shall be incorporated into the soil at a rate of 50 pounds
per 1000 square feet. Apply specified seed at recommended rate. Straw mulch or hydromulch shall be used as deemed necessary by the Landscape Contractor and Landscape Architect. The Landscape
Contractor shall be responsible to establish a full stand of grass and will repair any bare spots 1'- 0" square due to uneven seed distribution, drought or erosion.
SOD INSTALLATION: Sodded lawn areas shall be fine graded to a smooth, positively draining slope, removing all stones over 3/4" . Sod shall be healthy, thick sod placed so that joints are butt tight. Staple
as necessary. Sod shall be trimmed to match bed lines shown on plan. Startup fertilizer shall be incorporated into the soil at the manufacturer's recommended rate. Any area of sod that fails to root, settles
or dies will be replace by the Landscape Contractor.
UTILITY LOCATION: The Landscape Contractor is responsible for contacting the utility locator service and is responsible for any damage done to utilities.
QUANTITIES Plant quantities are shown for the contractor's convenience only.
PLANTS SHALL BE INSTALLED AS SHOWN. Contractor is responsible for confirming all quantities prior to bidding and installation.
BIDS In order to keep all bids standard, all bids are to have unit prices listed. The Owner has the option to delete any portion of the contract prior to signing the contract or beginning work. This will be a
unit price contract.
PLANT QUALITY All plants shall be nursery grown, have a full habit of growth as is characteristic of that species, and shall be free of disease or insects. General plant quality shall be as specified in the
"USA Standard for Nursery Stock" (published by the American Association of Nurserymen). Please contact the Landscape Architect if there is difficulty in locating a particular plant. If necessary, a
substitute plant will be recommended by the Landscape Architect.
PLANTING AREA PREPARATION: Entire planting area shall be scarified and contain amended on-site soil or a soil mix to a depth of no less than 18". (see planting detail for more information.)
SETTING OF PLANTS The root ball of container grown plants shall be scarified in several places prior to planting. Plant shrubs and trees so that after initial settlement, the top root balls will be even with
or slightly above the adjacent soil line. Around root balls, 1/2 of the original soil shall be removed from the planting hole and throughly mixed with the same quantity peat moss or well rotted, fine textured
bark. (Only in areas where the existing soil is 100% fertile, loose topsoil (brown or black in color) can plants be placed directly in the soil with no amendments). PLANTINGS NOT DONE IN THIS MANNER
SHALL BE REMOVED AND PROPERLY REPLANTED.
PREPARATION OF GROUND COVER AND SEASONAL COLOR BEDS : The existing soil in ground cover and seasonal color beds shall be thoroughly cultivated 6 inches deep, to a fine texture ( no clods
over 1/2") with a mechanical tiller. A plant mix of 60% screened shredded topsoil, 20% sand, and 20% well rotted sawdust or peat shall then be thoroughly incorporated into the existing soil with the tiller
so that the soil mix (6" deep) is 1/2 original soil and 1/2 plant mix. All groundcover and seasonal color beds shall receive a 2" layer of fine textured, screened, pine bark mulch, or equal.
PLANTINGS NOT DONE IN THIS MANNER SHALL BE REMOVED AND PROPERLY REPLANTED.
FERTILIZING Upon completion of plantings, all shrubs shall receive 1/6 cup of 16-4-8 fertilizer (50% of nitrogen slow release) evenly broadcast at the base of the plants. Trees shall receive 1/4 cup of 16-4-8
fertilizer (50% of nitrogen slow release) per inch of caliper. Ground cover beds shall be fertilized at the rate of 20 pounds of 16-4-8 ( 50% of nitrogen slow release) per 1000 square feet.
STAKING OF TREES Deciduous trees, 1 1/2" in caliper and over, and evergreen trees, 8' and taller shall be staked. Rubberhose to be used to cover the wire at the point of its contact with the tree. The
Landscape Contractor is responsible for all wind damage to trees, (provided winds are less than 60mph) during the guarantee period, and may stake other trees (for his own protection) at his option.
TRANSPLANTS All plant material to be transplanted shall be transplanted according to guidelines set by AAN standards. Transplanted material will not be guaranteed by the landscape contractor.
MULCHING As specified on planting list. Hardwood mulch: All beds to receive a 3" layer of aged hardwood bark mulch (free of wood chips or large chunks of bark). Fresh hardwood bark mulch is not
recommended to be used, as water run-off may cause staining on adjacent concrete surfaces. All damages incurred by the use of fresh hardwood mulch shall be the responsibility of the landscape
contractor. Pinestraw: All beds to receive a 4" layer (prior to compaction) of pinestraw. After natural compaction, pinestraw should have a depth of 2". All trees located in lawn areas shall receive a 3'
diameter ring of mulch. Mulch in these areas is to follow the above listed guidelines. A weed barrier shall be provided in all bed areas under mulch layer.
GRADING All final grading shall be the responsibility of the landscape contractor. The responsibility for any additional grading (if needed) shall be determined prior to bidding.
BACKFILL Landscape contractor to verify any additional backfill/topsoil needed prior to beginning work. A unit price for topsoil shall be included in all bid documents to allow for circumstances that
might arise during installation.
STABILIZATION Landscape contractor shall ensure that all plantings are stabilized with ground covers, mulches or other approved materials to prevent soil erosion and allow rainwater infiltration.
CLEAN UP Final clean up of any disturbances occurring as a result of landscape operations shall be the responsibility of the landscape contractor.
INSPECTION It shall be the contractor's responsibility to provide for inspection of the plant material by the Landscape Architect prior to installation. All plant material will be inspected. Plants not
conforming precisely to the plant list will not be accepted and shall be replaced at the contractor's own expense.
LICENSES The contractor will be responsible for obtaining all licenses necessary to complete the work.
INSURANCE With the submittal of bid documents, the landscape contractor shall also submit a certificate of insurance for workman's compensation and a contractor's general liability. Contractors not
providing evidence of such insurance will be ineligible to recieve the contract for the job
GUARANTEE All plant material and workmanship to be guaranteed for one year from the date of acceptance by the Owner. Plant replacement to occur only once. The contractor will not be responsible for
defects resulting from neglect by the Owner, abuse or damage by others, or unusual phenomena or incidents beyond the landscape contractors control which result from natural causes such as floods,
lightning, storms, freezing rains, or winds over 60 miles per hour, fire, vandalism or theft.
IRRIGATION Unless otherwise specified, if an automatic irrigation system is desired or required, it will be the responsibility of the contractor to have the system designed and installed.
PLANTING BED SIDE
SHREDDED HARDWOOD MULCH, 2" DEPTH.
ADDITIONAL 1" DEPTH OF MULCH
TO BE ADDED YEARLY
SHOVEL CUT BED EDGE
AT 45°-90° ANGLE, 6" DEEP
FINISHED GRADE
AT TURF
SUBGRADE PREPARED SOIL, PER SPECS
6' FOR
CANOPY TREES,
4' FOR
ORNAMENTAL
TREES
4" MULCH AS DEFINED IN THE LANDSCAPE
SPECIFICATIONS SHEET 1-1.3, PART 2
HOLD MULCH 4" FROM TRUNK.
SHOVEL CUT BED EDGE
PER RACETRAC DETAILS
TREE TRUNK
CANOPY OR ORNAMENTAL
TREE
40°-90°
APPEARANCE OF GOOD SOD
ROLLOVER CURB
WITH 1' LANDING
EXISTING SUBSOIL
LIMIT OF MULCH
AGAINST TRUNK
4" FROM TRUNK
GUYLINE
STRAPPING
6' MIN.
DISTANCE
TO NEXT
TREE RING
3' MIN.
12" CONC. BACKING
SEE SITE PLAN
12" CONC. BACKING
SEE SITE PLAN
BERMUDA
GRASS
BAHIA
GRASS
CENTIPEDE
ST. AUGUSTINE
TALL
FESCUE
NTS
ADJACENT TURF
OR PLANTING BED
TYP. HARDSCAPE
CONTRACTOR TO GRADE AREAS ADJACENT TO SIDEWALK AND
PAVEMENT SO THAT INSTALLED SOD OR LANDSCAPING DOES NOT
PREVENT POSITIVE DRAINAGE OFF OF SIDEWALK OR PAVEMENT.
1
L1.2
SHOVEL CUT BED EDGE
2
L1.2
MULCHING RING AT TREES 4
L1.2
STAKED TREE (GENERAL)
8
L1.2
SHRUB (GENERAL)6
L1.2
LANDSCAPE ISLAND BED (TYP)
9
L1.2
SOD AGAINST HARDSCAPE
10
L1.2 SOD
NTS
NTS NTS
NTS
NTS
NTS
TURF SIDE
GRASS
FERTILIZER REQUIREMENTS FOR
SOIL SURFACE APPLICATION
ZOYSIA
KENTUCKY
MYER
EMERALD
RALEIGH
BITTERBLUE
COMMON
-
PENSACOLA
TIFLAWN
TIFGREEN
TIFWAY
COMMON
VARIETIES
M-L,P,C
P,C
P,C
P,C
P,C
P,C
C
P,C
M-L,P
RESOURCE
AREA
GROWING
SEASON
WARM
WEATHER
WARM
WEATHER
WARM
WEATHER
WARM
WEATHER
WARM
WEATHER
COOL
WEATHER
SOD PLANTING REQUIREMENTS
FERTILIZER REQUIREMENTS FOR SOD
TYPES
OF
SPECIES
PLANTING
YEAR
FERTILIZER
(N-P-K)
RATE
(lbs/acre)
NITROGEN TOP
DRESSING RATE
(lbs/acre)
COOL
SEASON
GRASSES
FIRST
SECOND
MAINTENANCE
WARM
SEASON
GRASSES
FIRST
SECOND
MAINTENANCE
6-12-12
6-12-12
10-10-10
1500
1000
400
50-100
-
30
6-12-12
6-12-12
10-10-10
1500
800
400
50-100
50-100
30
FERTILIZER
TYPE
FERTILIZER
RATE
(lbs/acre)
FERTILIZER
RATE (lbs/sq
ft)
SEASON
10-10-10 1000 .025 FALL
NOTE: NO ROLLED SOD IN FLORIDA
(3)2"X2" WOODEN
STAKES
EQUALLY SPACED 120°.
STAKE JUST OUTSIDE OF
SOIL SAUCER.
MULCH AS SPECIFIED &
4" FROM TRUNK
SOIL BERM TO HOLD
REMOVE CONTAINER ENTIRELY.
IF B&B, CUT & PULL BACK BURLAP
FROM UPPER 23 OF ROOT BALL.
EXISTING SUBSOIL
SLOW RELEASE FERTILIZER
TABLETS AS SPECIFIED
BACKFILL AS SPECIFIED
PLANTING PIT TO BE 3 TIMES THE ROOT BALL
PREPARE PLANTING SOIL AS SPECIFIED
6" SAUCER AT EDGE OF
ROOT BALL TO HOLD WATER
MULCH AS DEFINED IN LANDSCAPE
SPEC. SHEET L-1.3 PART 2.
HOLD MULCH 4" FROM TRUNK.
SHOVEL CUT EDGING
SEE DETAIL #3 THIS SHEET.
LAY SOD IN A STAGGERED
PATTERN. BUTT THE STRIPS
TIGHTLY AGAINST EACH OTHER.
DO NOT LEAVE SPACES AND DO
NOT OVERLAP. A SHARPENED
MASON'S TROWEL IS A HANDY
TOOL FOR TUCKING DOWN THE
ENDS AND TRIMMING PIECES.
SHOOTS - OR GRASS BLADES.
GRASS SHOULD BE GREEN
AND HEALTHY, MOWED AT A
2"-3" CUTTING HEIGHT.
THATCH - GRASS CLIPPINGS AND
DEAD LEAVES, UP TO 1/2" THICK.
ROOT ZONE - SOIL AND ROOTS
SHOULD BE 1/2" - 3/4" THICK, WITH
DENSE ROOT MAT FOR
STRENGTH.
PLANTING PIT TO BE 3 TIMES THE ROOT BALL
PREPARE PLANTING SOIL AS SPECIFIED
6" SAUCER AT EDGE OF
ROOT BALL TO HOLD WATER
SHOVEL CUT EDGING
SEE DETAIL #3 THIS SHEET.
MULCH AS DEFINED IN LANDSCAPE
SPEC. SHEET L-1.3 PART 2.
HOLD MULCH 4" FROM TRUNK.
ROOT FLARE TO BE VISIBLE. NO SOIL OR MULCH
TO BE WITHIN 4" OF TRUNK OR ON ROOT FLARE
DO NOT CUT TERMINAL LEADER.
SELECTIVELY PRUNE TREE CROWN AS
NECESSARY FOR UNIFORM APPEARANCE.
TENSION BAR
RUBBER HOSE
34" OR 1" GUYLINE OR STRAPPING
BELOW GROUND STAKING.
REMOVE CONTAINER ENTIRELY.
IF B&B, CUT WIRE BASKET FROM
UPPER 23 OF ROOT BALL.
REMOVE BURLAP AND STRAPS.
(3) 2" x 2" x 24"
WOODED STAKES
EQUALLY SPACED
EXISTING SUBSOIL
SLOW RELEASE FERTILIZER
TABLETS AS SPECIFIED
BACKFILL AS SPECIFIED
COMPACT SUBGRADE
2" TOPSOIL
AGENDA ITEMS
1.SCHEDULE
a.ARE THE CONSTRUCTION PROJECT MANAGER, ENGINEERING PROJECT MANAGER, LANDSCAPE
CONTRACTOR PRESENT?
b.HAS A START DATE BEEN TARGETED AND TIME FRAMES LAID OUT?
c.HAVE THE OTHER REQUIRED ON-SITE MEETINGS BEEN DISCUSSED?
d.IS EVERYONE ON THE SAME PAGE MOVING FORWARD?
2.TOP SOIL
a.WHO IS BRINGING IT TO THE SITE?
b.WHEN SHOULD IT BE BROUGHT TO THE SITE?
c.WHERE WILL IT BE STOCKPILED?
3.PLAN REVIEW
a.HAS IT BEEN STRESSED THAT WE PREFER ROLLED SOD OVER SQUARE PALLETS WHERE
APPLICABLE?
b.ARE THE IRRIGATION SLEEVES IN THEIR PROPER LOCATION?
c.WILL STRUCTURES / UTILITIES PREVENT THE IRRIGATION MAINLINE FROM BEING THREE (3) FEET
OFF OF CURB?
d.IS EVERYONE CLEAR ON HOW THE IRRIGATION TIES IN AND OUT OF THE BUILDING?
4.SUBMITTALS / APPROVALS
a.IS THE LANDSCAPE CONTRACTOR CLEAR ON WHAT ALL NEEDS TO BE SELECTED (TAGGED) AND
SEEN BEFORE SHOWING UP ON SITE?
a.1.PICTURES OF SHRUBS, SOD, INDIVIDUAL TREES, ROCK MULCH, AND WOOD MULCH.
5.PRICE SIGN LOCATION
a.HAS THE SIGN SPOTTING BEEN DONE AND IS THE CURRENT LOCATION CONFIRMED?
b.IF THE LOCATION MAY CHANGE, HAS IT BEEN DISCUSSED HOW EVERYONE WILL BE NOTIFIED?
c.DOES ANY LANDSCAPING AFFECT THE VISIBILITY OF THE SIGN?
6.MISCELLANEOUS
a.HAVE CIRCUMSTANCES UNIQUE TO THE SITE BEEN DISCUSSED?
b.DOES ANYONE AT THE MEETING HAVE ANY QUESTIONS OR CONCERNS ABOUT THEIR
RESPONSIBILITIES MOVING FORWARD WITH THE PROJECT?
State
o
f
S
o
uth
Caro li n a
A LISON
G.
B
R
A
N
DT
REGISTERED
L
A
N
DSCAP E A R CHITE
CT
No
.
5
5
2