2024.04.03-Sennebogen Expansion Plans-Signed

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20' SIDE SETBACK (INTERIOR)
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1111
Old Plank Road
AERIAL VIEW OF SITE
NOT TO SCALE
CITY GIS / ZONING MAP
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
CIVIL ENGINEER
CES GROUP ENGINEERS, LLP.
FIRM LICENSE #: F-1240
3525 WHITEHALL PARK DR, SUITE 150
CHARLOTTE, NC 28273
PH: 704.489.1500
LAND SURVEYOR
CORNERSTONE PROFESSIONAL LAND SURVEYING
FIRM LICENSE #: P-2533
P.O. BOX 1296
MONROE, NC 28111
PH: 704.956.5611
LANDSCAPE ARCHITECT
CES GROUP ENGINEERS, LLP.
FIRM LICENSE #: C-394
3525 WHITEHALL PARK DR, SUITE 150
CHARLOTTE, NC 28273
PH: 704.489.1500
S:
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C0.0
COVER SHEET
JM
JT CB
JM
OWNER / APPLICANT
OWNER: SENNEBOGEN REAL ESTATE, LLC.
ADDRESS: 1957 SENNEBOGEN TRAIL
STANLEY, NC 28164
APPLICANT: S.C. HONDROS & ASSOCIATES, INC.
ADDRESS: P.O. BOX 220456
CHARLOTTE, NC 28222-0456
SITE
SITE
SITE
OW
N
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/

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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
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C
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I
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I
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N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
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2
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19
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2
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1957 SENNEBOGEN TRAIL
LINCOLN COUNTY, NC
SENNEBOGEN EXPANSION
PRELIMINARY PLANS
PIN NUMBER/PARCEL ID: 3691941330/54664
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
200
100 200 400200

PLAN REFERENCES
THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS
INCLUDING, BUT NOT LIMITED TO:
·TOPOGRAPHICAL SURVEY BY CORNERSTONE PROFESSIONAL LAND
SURVEYING DATED 08/15/2023
·AERIAL MAP RETRIEVED FROM LINCOLN COUNTY GIS DATED 2021
·PROPOSED ORIGINAL FACILITY DESIGN DRAWINGS FROM S.C.
HONDROS & ASSOCIATES, INC. DATED 2008
·PROPOSED BUILDING EXPANSION DRAWINGS FROM S.C. HONDROS &
ASSOCIATES, INC. DATED 2012
ALL REFERENCE MATERIAL LISTED ABOVE SHALL BE CONSIDERED A PART
OF THIS PLAN SET AND ALL INFORMATION CONTAINED WITHIN THESE
MATERIALS SHALL BE UTILIZED IN CONJUNCTION WITH THIS PLAN SET. THE
CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF EACH REFERENCE
AND REVIEW IT THOROUGHLY PRIOR TO THE START OF CONSTRUCTION.
SHEET LIST TABLE
SHEET
NUMBER SHEET TITLE
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS PLAN
C2.0 DEMOLITION PLAN
C3.0 OVERALL SITE PLAN
C3.1 SITE PLAN
C3.2 TURNING MOVEMENT PLAN
C4.0 GRADING PLAN
C4.1 STORM DRAINAGE PLAN
C4.2 STORM DRAINAGE PROFILE
C4.3 STORM DRAINAGE PROFILE
C4.4 STORM DRAINAGE PROFILE
C4.5 STORM DRAINAGE PROFILE
C5.0 UTILITY PLAN
C6.0 LANDSCAPE PLAN
C6.1 LANDSCAPE DETAILS
C7.0 EROSION CONTROL PLAN PHASE 1
C7.1 EROSION CONTROL PLAN PHASE 2
C7.2 EROSION CONTROL PLAN PHASE 3
C8.0 SCM PLAN AND DETAILS
C8.1 SCM PLAN AND DETAILS
C8.2 INLET DRAINAGE AREAS
C9.0 EROSION CONTROL DETAILS
C9.1 EROSION CONTROL DETAILS
C10.0 SITE DETAILS
C11.0 DRAINAGE DETAILS
C11.1 DRAINAGE DETAILS
C12.0 UTILITY DETAILS
Sennebogen Real Estate LLC
SLT Enterprises, LLC
SLT Enterprises, LLC
Curtis Phillips
Pamela W. Phillips
Mishelle S. Dean
Catherleen H. Sherrill
SE
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Pond
Pond
Old
Old
HEAVY DUTY PAVEMENT OVERLAY
HEAVY DUTY PAVEMENT OVERLAY
EXISTING BUILDING
± 48,000 SF
EXISTING BUILDING
ADDITION
± 45,840 SF
S:
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
50
25 50 10050

C1.0
EXISTING
CONDITIONS PLAN
JM
MK SC
SC
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
SE
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
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N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
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02/22/2024
8189.0823
SE
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0
4
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2
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19
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A
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,

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2
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1
6
4
PLAN REFERENCES
THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS
INCLUDING, BUT NOT LIMITED TO:
·TOPOGRAPHICAL SURVEY BY CORNERSTONE PROFESSIONAL LAND
SURVEYING DATED 08/15/2023
·AERIAL MAP RETRIEVED FROM LINCOLN COUNTY GIS DATED 2021
·PROPOSED ORIGINAL FACILITY DESIGN DRAWINGS FROM S.C.
HONDROS & ASSOCIATES, INC. DATED 2008
·PROPOSED BUILDING EXPANSION DRAWINGS FROM S.C. HONDROS &
ASSOCIATES, INC. DATED 2012
·THE STREAM DELINEATION BY ATLAS ENVIRONMENTAL DATED
05/10/2023
IF EXISTING CONDITIONS AS SHOWN DO NOT MATCH FIELD CONDITIONS
AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL INFORM CES
GROUP PRIOR TO THE START OF CONSTRUCTION.
>
Sennebogen Real Estate LLC
SLT Enterprises, LLC
Curtis Phillips
Pamela W. Phillips
Mishelle S. Dean
Catherleen H. Sherrill
SE
N
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B
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N

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Pond
Old
HEAVY DUTY PAVEMENT OVERLAY
HEAVY DUTY PAVEMENT OVERLAY
EXISTING BUILDING
± 48,000 SF
EXISTING BUILDING
ADDITION
± 45,840 SF
REMOVE AND DISPOSE 6.3 SY
OF CONCRETE FLUME
REMOVE AND DISPOSE
6.8 SY OF RIPRAP
REMOVE AND DISPOSE 6.2 SY
OF CONCRETE FLUME
REMOVE AND DISPOSE
14.7 SY OF RIPRAP
REMOVE AND DISPOSE
37.5 SY OF RIPRAP
REMOVE AND DISPOSE
132 LF 18" RCP
REMOVE AND DISPOSE 28 LF OF
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE 774.7 SY
OF CONCRETE PAD
EXISTING LIGHT TO BE
REMOVED
EXISTING UNDERGROUND UTILITIES TO REMAIN
AND BE PROTECTED. CONTRACTOR SHALL FIELD
VERIFY PRIOR TO THE START OF CONSTRUCTION
EXISTING WELL TO REMAIN AND BE PROTECTED
EXISTING POND DO BE FILLED
AND PROPERLY BACKFILLED
EXISTING STREAM TO BE FILLED PER NCDEQ
PERMITTING PLANS. REFER TO PERMIT PRIOR
TO THE START OF CONSTRUCTION.
EXISTING FIRE PUMP BUILDING TO
REMAIN AND BE PROTECTED
EXISTING LIGHT TO BE
REMOVED
TREES WITHIN THE LOD AREA TO BE
REMOVED AND DISPOSED
L
O
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L O D
LOD
LOD
L
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L O D
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L O D
L OD
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LOD
LOD
LOD LOD LO D
L O D
L O D L O D L O D L OD LOD
LOD
LOD
LOD
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LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
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LODLODLODLODLOD
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C2.0
DEMOLITION PLAN
JM
MK SC
SC
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
SE
N
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/

D
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V
E
L
O
P
E
R
DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
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E
B
O
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E
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E
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P
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I
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S.
C
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,

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2
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2
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19
5
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LEGEND
PROPERTY LINE
PROPOSED DEMOLITION
RIGHT-OF-WAY LINE
PROPOSED
DEMOLITION/CLEARING NOTES:
1.CONTRACTOR SHALL REMOVE ALL ABOVE GROUND FEATURES WITHIN
BUILDING FOOTPRINT.
2.THE LOCATION OF EXISTING UTILITIES AS PRESENTED ARE APPROXIMATE.
CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO START OF
CONSTRUCTION, AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND
SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT.
3.ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE
SITE AND DISPOSED OF PER LOCAL ORDINANCES UNLESS OTHERWISE NOTED.
1111
11
20
'

C
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20' CLASS C BUFFER
WITH WALL
40' CLASS C BUFFER
40' CLAS
S

C

B
U
F
F
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50' SIDE SETBACK (ABUTTING RESI
D
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20' SIDE SETBACK (INTERIOR)
2
0
'

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(
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)
30' REAR

S
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30' REAR

S
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B
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50' REAR

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(
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50
'

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(A
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20
'

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(
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20
'

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(
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)
20' SIDE SETBACK (INTERIOR)
1111
Sennebogen Real Estate LLC
Jason Reece
Kimberly Reece
Vincent Santus
Elaine Santus
Marvin A. Grigg, Jr.
Julius Blum Inc.
Julius Blum Inc.
SLT Enterprises, LLC
SLT Enterprises, LLC
Davacomm, LLC
Curtis Phillips
Pamela W. Phillips
Curtis Phillips
Pamela W. Phillips
Mishelle S. Dean
Catherleen H. Sherrill
Annie R. Johnston
EDPH, LLC
B.V. Hedrick Gravel & Sand Company
Old Plank
R
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a
d
SE
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B
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Pond
Old
ADDITION
45,840-sf
WAREHOUSEPROPOSED
48,000 SF
BUILDING
400' X 120'
EXISTING
BUILDING
± 48,000 SF
EXISTING
BUILDING
ADDITION
±
45,840
SF
S:
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4
SC
O
L
D
R
E
N
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
100
50 100 200100

C3.0
OVERALL SITE
PLAN
JM
JT CB
JM
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
19
5
7

S
E
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D
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V
E
L
O
P
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
E
B
O
G
E
N

E
X
P
A
N
S
I
O
N
S.
C
.

H
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N
D
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S

&

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S
,

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.

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2
2
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4
5
6
,

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,

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2
8
2
2
2
-
0
4
5
6
19
5
7

S
E
N
N
E
B
O
G
E
N

T
R
A
I
L
ST
A
N
L
E
Y
,

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C

2
8
1
6
4
LEGEND
PROPERTY LINE
RIGHT-OF-WAY LINE
PROPOSED CURB AND GUTTER
PROPOSED SETBACK LINE
PROPOSED BUFFER LINE
PROPOSED CONCRETE
PROPOSED STANDARD DUTY ASPHALT
PROPOSED HEAVY DUTY ASPHALT
PROPOSED DEMONSTRATION PAD
1111
11
20
'

C
L
A
S
S

C

B
U
F
F
E
R

W
I
T
H
SC
R
E
E
N
I
N
G

F
E
N
C
E
20' CLASS C BUFFER
WITH WALL
40' CLASS C BUFFER
50' SIDE SETBACK (ABUTTING RE
S
I
D
E
N
T
I
A
L
)
20' SIDE SETBACK (INTERIOR)
30' REAR

S
E
T
B
A
C
K
50
'

S
I
D
E

S
E
T
B
A
C
K
(A
B
U
T
T
I
N
G

R
E
S
I
D
E
N
T
I
A
L
)
20
'

S
I
D
E

S
E
T
B
A
C
K

(
I
N
T
E
R
I
O
R
)
20
'

S
I
D
E

S
E
T
B
A
C
K

(
I
N
T
E
R
I
O
R
)
20' SIDE SETBACK (INTERIOR)
1111
Sennebogen Real Estate LLC
Mishelle S. Dean
Catherleen H. Sherrill
SE
N
N
E
B
O
G
E
N

T
R
A
I
L
Pond
Old
ADDITION
45,840-sf
WAREHOUSE
120'
57.5'
12
0
'
16
0
'
24
0
'
180'
20'
7'15'
48
'
50
'
50
'
40
0
'
155'
15
0
'
25'
20'
20'
PROPOSED GRAVEL
DEMONSTRATION PAD
PROPOSED GRASS AREA
(SET 8 INCHES LOWER THAN DEMONSTRATION PAD)
PROPOSED 26,943 SF (0.62 AC) OF STREAM
BUFFER TO BE REMOVED
EXISTING INTERMITTENT STREAM
PROPOSED 716 LF SEGMENTAL BLOCK RETAINING
WALL WITH MIN. 4' HIGH SAFETY RAILING
HEIGHT VARIES FROM 1' TO 12'.
WALL SHALL BE DESIGNED BY A LICENSED NORTH CAROLINA
STRUCTURAL ENGINEER. CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS.
PROPOSED
PARKING AREA
PROPOSED
PARKING AREA
PROPOSED 12" THICK, 4,000 PSI CONCRETE SLAB-ON-GRADE,
ONE (1) LAYER OF #4 @ 4’-0” O.C. & #3 REBAR @ 4’-0” O.C. TRANSVERSE,
ON 4" CABC W/ 10MIL POLYETHYLENE VAPOR BARRIER
PROPOSED 12" THICK, 4,000 PSI CONCRETE SLAB-ON-GRADE,
TWO (2) LAYERS OF #5'S @ 1’-0” O.C. &#4 REBAR @ 1’-0” O.C.
TRANSVERSE, ON 4" CABC
EXISTING WATER STORAGE TANKS FOR FIRE SYSTEM
EXISTING PUMP HOUSE
PROPOSED 12" THICK, 4,000 PSI CONCRETE DRIVE,
TWO (2) LAYERS OF #5'S @ 1’-0” O.C. &#4 REBAR @ 1’-0” O.C.
TRANSVERSE, ON 4" CABC
276 LF (416 SF / 0.01 AC) OF
EXISTING INTERMITTENT STREAM
TO BE FILLED
APPROXIMATELY 3,260 SF (0.07 AC)
OF EXISTING STREAMSIDE BUFFER DISTURBANCE
PROPOSED STREAM
BUFFER
PROPOSED 50' STREAMSIDE BUFFER
PROPOSED
48,000 SF BUILDING
400' X 120'
14
.
9
'
29
'
10
6
.
9
6
'
19' (TYP)
9'

(
T
Y
P
)
24'
32.05'
PROPOSED STAIRWAY
PROPOSED STAIRWAY
3
6
9
.
4
'
177.42'
PROPOSED FIRE ACCESS ROAD
PROPOSED STAIRWAY
80
'
PROPOSED CONCRETE
OBSERVATION PATIO
9'

(
T
Y
P
)
17.49'
12
0
'
43'
3
0
.
2
7
'
9
1
5
.
4
8
'

T
O

F
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O
N
T

P
R
O
P
E
R
T
Y

L
I
N
E
13
0
'
50.5
'
LIMIT OF STREAM
TO BE FILLED
15
0
'
EXISTING BUILDING
± 48,000 SF
EXISTING
BUILDING
ADDITION
± 45,840 SF
PROPOSED FIRE
TRUCK TURNAROUND
R2
8
'
R
2
8
'
PROPOSED
48,000 SF BUILDING
400' X 120'
26
'
60'
PROPOSED 669 LF
RETAINING WALL
20
'
8.
5
'
5'
5'
PROPOSED SCREENING FENCE
PROPOSED 144 LF SEGMENTAL BLOCK
RETAINING WALL WITH MIN. 4' HIGH
SAFETY RAILING HEIGHT VARIES FROM 1'
TO 8.5'. WALL SHALL BE DESIGNED BY A
LICENSED NORTH CAROLINA STRUCTURAL
ENGINEER. CONTRACTOR SHALL SUBMIT
SHOP DRAWINGS.
PROPOSED 300 LF SEGMENTAL BLOCK RETAINING WALL
WITH MIN. 4' HIGH SAFETY RAILING HEIGHT VARIES FROM
1' TO 5.5'. WALL SHALL BE DESIGNED BY A LICENSED
NORTH CAROLINA STRUCTURAL ENGINEER.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS.
PROPOSED STORMWATER
MAINTENANCE EASEMENT
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
19
5
7

S
E
N
N
E
B
O
G
E
N

T
R
A
I
L
OW
N
E
R

/

D
E
V
E
L
O
P
E
R
DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
E
B
O
G
E
N

E
X
P
A
N
S
I
O
N
S.
C
.

H
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N
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S

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2
2
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4
5
6
,

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A
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L
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,

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C

2
8
2
2
2
-
0
4
5
6
19
5
7

S
E
N
N
E
B
O
G
E
N

T
R
A
I
L
ST
A
N
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Y
,

N
C

2
8
1
6
4
SITE DATA TABLE
PIN # 3691941330 - TAX PARCEL ID # 54664
1957 SENNEBOGEN TRAIL STANLEY, NC, 28164
ZONING: ELDD- EASTERN LINCOLN DEVELOPMENT DISTRICT
I-G- INDUSTRIAL GENERAL DISTRICT
EXISTING USE PROPOSED USE
VEHICLE SERVICES VEHICLE SERVICES
ZONING REQUIREMENT REQUIRED EXISTING PROPOSED
MINIMUM PARCEL AREA 1 AC 32.5 AC 32.5 AC
MINIMUM PARCEL WIDTH 100 FT 60 FT (EN)60 FT (EN)
MINIMUM FRONT YARD SETBACK 50 FT 50 FT 915.48 FT
MINIMUM SIDE YARD SETBACK-INTERIOR 20 FT 20 FT 106.96 FT
MINIMUM SIDE YARD SETBACK - ABUTTING
RESIDENTIAL DISTRICT 50 FT 50 FT 106.96 FT
MINIMUM SIDE YARD SETBACK-ROAD 30 FT 30 FT N/A
MINIMUM REAR YARD SETBACK 30 FT 30 FT 369.4 FT
MINIMUM REAR YARD SETBACK- ABUTTING
RESIDENTIAL DISTRICT 50 FT 50 FT 369.4 FT
BUILDING SEPARATION 20 FT N/A 177.42 FT
PERIMETER BUFFER 40 FT N/A
VARIES
DEPENDING
ON
ALTERNATIVE
40 FT / 20 FT
OFF STREET PARKING REQUIREMENTS
CODE
SECTION REQUIRED PROPOSED
§ 3.6.3 -
B-1
REQUIRED PARKING:
- TRANSPORTATION AND WAREHOUSING:
1 PER EMPLOYEE ON SHIFT OF GREATEST EMPLOYMENT
IN ADDITION TO SPACES USED FOR VEHICLES IN
OPERATION
TOTAL REQUIRED SPACES: 50 SPACES
( INCLUDING 2 ADA SPACES)
55 SPACES
( INCLUDING 3 ADA SPACES)
§ 3.6.3 -
C-1
PARKING SPACE DIMENSIONS:
MINIMUM WIDTH: 9 FT
MINIMUM LENGTH: 19 FT 9 FT X 19 FT
§ 3.6.3 -
C-1
MINIMUM DRIVE AISLE WIDTH:
TWO-WAY: 24 FT 24 FT
LANDSCAPING REQUIREMENTS
CODE
SECTION REQUIRED PROPOSED
§ 3.4.5 FOUNDATION PLANTINGS
REQUIRED 5 FT 15 FT
§ 3.4.6 BUFFER TYPE C-(R-T)
REQUIRED 40 FT OR 20 FT ALTERNATIVE 40 FT / 20 FT
STREAMSIDE BUFFER REQUIREMENTS
CODE
SECTION REQUIRED PROPOSED
§ 7.5.2 STREAMSIDE BUFFER
REQUIRED 50 FT TOTAL WIDTH 0 FT (V)
§ 7.5.2 ZONE 1
REQUIRED 30 FT UNDISTURBED 0 FT (V)
§ 7.5.2 ZONE 2
REQUIRED 20 FT MANAGED 0 FT (V)
S:
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0
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2
3
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0
2
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SC
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C3.1
SITE PLAN
JM
JT CB
JM
(V) : VARIANCE
(EN): EXISTING NON-CONFORMITY
LEGEND
PROPERTY LINE
RIGHT-OF-WAY LINE
PROPOSED CURB AND GUTTER
PROPOSED SETBACK LINE
PROPOSED BUFFER LINE
PROPOSED CONCRETE
PROPOSED STANDARD DUTY ASPHALT
PROPOSED HEAVY DUTY ASPHALT
PROPOSED DEMONSTRATION PAD
SITE NOTES:
1.DIMENSIONS AND COORDINATE POINTS ARE TO THE FACE OF CURB, EDGE OF
PAVEMENT, OR CORNER OF BUILDING UNLESS OTHERWISE NOTED.
2.ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE
AND LOCAL STANDARDS.
3.ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF
THE OWNER OR ENGINEER PRIOR TO PROCEEDING WITH WORK.
4.PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL OBTAIN
ALL REQUIRED PERMITS AND APPROVALS FROM ALL REGULATORY AUTHORITIES.
5.THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,
UTILITIES AND RIGHT-OF-WAYS, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE
AREAS.
6.GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMAN
AND THE PUBLIC SHALL BE PROTECTED FROM INJURY.
7.MAINTENANCE OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH
NCDOT STANDARDS AND SPECIFICATIONS.
8.DO NOT SCALE DRAWINGS FOR ACTUAL DIMENSIONS, AS IT IS A REPRODUCTION AND
SUBJECT TO DISTORTION.
9.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL
CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD),
LATEST EDITION.
10.ALL PAVEMENT MARKERS SHALL BE FOUR (4) INCHES WIDE UNLESS INDICATED
OTHERWISE ON DRAWINGS.
11.CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON
THE PLANS.
12.CONTRACTOR SHALL SAW-CUT EXISTING ASPHALT PAVEMENT AREAS TO TIE IN
SMOOTHLY TO PROPOSED PAVEMENT AT DRIVEWAY ENTRANCE.
13.REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS, TRASH
ENCLOSURE DETAILS, FENCING DETAILS, SIGNAGE DETAILS.
14.CONTRACTOR SHALL COORDINATE CONSTRUCTION AND LOCATION OF SIDEWALKS,
STOOPS, STEPS, HANDRAIL, AND ACCESS DOORS WITH ARCHITECTURAL PLANS.
15.COORDINATE SIDEWALK AND SCORING PATTERNS ADJACENT TO THE BUILDING WITH
THE ARCHITECTURAL PLANS.
16.CONTRACTOR SHALL PROVIDE NECESSARY TRASH COLLECTION AND DISPOSE TO A
LEGALLY APPROVED LANDFILL.
17.STOP BEFORE YOU DIG. CALL NC ONE-CALL CENTER AT 811 OR 1-800-632-4949.
1111
11
20
'

C
L
A
S
S

C

B
U
F
F
E
R

W
I
T
H
SC
R
E
E
N
I
N
G

F
E
N
C
E
20' CLASS C BUFFER
WITH WALL
40' CLASS C BUFFER
50' SIDE SETBACK (ABUTTING RE
S
I
D
E
N
T
I
A
L
)
20' SIDE SETBACK (INTERIOR)
30' REAR

S
E
T
B
A
C
K
50
'

S
I
D
E

S
E
T
B
A
C
K
(A
B
U
T
T
I
N
G

R
E
S
I
D
E
N
T
I
A
L
)
20
'

S
I
D
E

S
E
T
B
A
C
K

(
I
N
T
E
R
I
O
R
)
20
'

S
I
D
E

S
E
T
B
A
C
K

(
I
N
T
E
R
I
O
R
)
20' SIDE SETBACK (INTERIOR)
1111
Sennebogen Real Estate LLC
Mishelle S. Dean
Catherleen H. Sherrill
SE
N
N
E
B
O
G
E
N

T
R
A
I
L
Pond
Old
EXISTING BUILDING
± 48,000 SF
EXISTING
BUILDING
ADDITION
± 45,840 SF
PROPOSED FIRE
TRUCK TURNAROUND
R2
8
'
R
2
8
'
PROPOSED
48,000 SF BUILDING
400' X 120'
26
'
60'
150'
96'
137'
136'
138'
138'
120'
124'
150'127'
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
19
5
7

S
E
N
N
E
B
O
G
E
N

T
R
A
I
L
OW
N
E
R

/

D
E
V
E
L
O
P
E
R
DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
E
B
O
G
E
N

E
X
P
A
N
S
I
O
N
S.
C
.

H
O
N
D
R
O
S

&

A
S
S
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I
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S
,

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.
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.

B
O
X

2
2
0
4
5
6
,

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H
A
R
L
O
T
T
E
,

N
C

2
8
2
2
2
-
0
4
5
6
19
5
7

S
E
N
N
E
B
O
G
E
N

T
R
A
I
L
ST
A
N
L
E
Y
,

N
C

2
8
1
6
4
S:
\
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I
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\
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1
8
9
.
0
8
2
3
C
D

-

S
E
N
N
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B
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N

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S
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N
\
D
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S
\
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P
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.
D
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G
,
Ap
r
i
l

8
,

2
0
2
4
SC
O
L
D
R
E
N
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C3.2
TURNING
MOVEMENT PLAN
JM
MK SC
JM
LEGEND
PROPERTY LINE
RIGHT-OF-WAY LINE
PROPOSED CURB AND GUTTER
PROPOSED SETBACK LINE
PROPOSED BUFFER LINE
PROPOSED CONCRETE
PROPOSED STANDARD DUTY ASPHALT
PROPOSED HEAVY DUTY ASPHALT
PROPOSED DEMONSTRATION PAD
30
°
6
0
°
90
°
12
0
°
150°
180°37
.
0
8
8
f
t
M
i
n

R
a
d
i
u
s
(O
u
t
e
r

W
h
e
e
l
)
21.592ftMin Radius
(Inner Wheel)
42
.
2
5
6
f
t
M
i
n

R
a
d
i
u
s
(O
u
t
e
r

B
o
d
y
)
21.
4
0
7
f
t
Max Kickout 1.159ft
Vehicle Tracking V23.00.2518(20220215) (c) Autodesk, Inc. www.Autodesk.com
Title:
Pumper Fire Truck
Notes:
Turn(s) based upon a design speed of 5.00mph.
1111
11
20
'

C
L
A
S
S

C

B
U
F
F
E
R

W
I
T
H
SC
R
E
E
N
I
N
G

F
E
N
C
E
20' CLASS C BUFFER
WITH WALL
40' CLASS C BUFFER
50' SIDE SETBACK (ABUTTING RE
S
I
D
E
N
T
I
A
L
)
20' SIDE SETBACK (INTERIOR)
50
'

S
I
D
E

S
E
T
B
A
C
K
(A
B
U
T
T
I
N
G

R
E
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20
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20' SIDE SETBACK (INTERIOR)
1111
Sennebogen Real Estate LLC
SLT Enterprises, LLC
Curtis Phillips
Pamela W. Phillips
Mishelle S. Dean
Catherleen H. Sherrill
SE
N
N
E
B
O
G
E
N

T
R
A
I
L
HEAVY DUTY PAVEMENT OVERLAY
HEAVY DUTY PAVEMENT OVERLAY
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
PROPOSED
400' X 120' BUILDING
FFE = 773.00
PROPOSED POST
CONSTRUCTION BMP
8''F
SS
SS
SS
2''W
G 767.47
G 767.58 G 768.03
G 766.65
G 766.37
TC 764.52
BC 764.02
G 765.53
G 766.30
G 765.33
G 765.29
G 765.33
G 761.92
G 773.00
G 773.00
G 773.00
G 772.25
G 772.61
G 773.00
G 773.29
G 773.77
G 771.98
G 772.42
G 771.90 G 771.18
G 771.90 G 770.55
G 753.62
TC 755.32
BC 754.82
G 754.82
G 754.82
G 754.32
G 751.22
G 753.66
G 754.15G 750.37
G 773.00TW 773.00
G 773.00
TW 772.60
G 751.09
G 751.21
G 753.65
G 752.45
G 752.45 G 753.09
G 753.09
G 753.55
G 754.15
BW 771.52
TW 772.60
TW 772.60
BW 767.00
BW 770.00
TW 773.00
BW 770.00
TW 773.00
BW 769.99
TW 773.00
BW 769.43
BW 769.00
TW 773.00 BW 765.00 BW 772.60
TW 772.60
G 766.73
G 767.57
G 767.62
G 767.46
G 770.14
G 769.51
G 769.59
G 769.45
G 770.25
G 770.25
G 769.60
G 768.78
G 768.67
G 769.70
G 764.96
G 767.17
G 770.25
MH-508
DI-400
DI-112
DI-111
DI-106
DI-105
DI-401
MH-506
CB-103
MH-102MH-504
FES-500
DI-402
DI-113
DI-107
G 773.00 G 770.64
G ???
TC 760.87
BC 760.37
TC 774.98
BC 774.48
TC 774.14
BC 773.64
G 758.48
G 774.78
MATCH EX ±776.25
-9.1
%
-
9
.
0
%
-26.4%
-29.5%
PROPOSED 26,943 SF OF STREAM
BUFFER TO BE REMOVED
EXISTING INTERMITTENT STREAM
276 LF (416 SF) OF EXISTING
INTERMITTENT STREAM TO BE FILLED
APPROXIMATELY 3,219 SF
OF EXISTING STREAM DISTURBANCE
LIMIT OF STREAM
TO BE FILLED
DI-110
DI-109
DI-108
MH-505
MH-507
DI-403
FES-100
YI-101
YI-200
YI-201
YI-202
YI-203
OS-600
MH-503
MH-502
MH-501
G 772.04
G 772.69
HP 772.89
G 772.90
G 772.70
HP 772.89
G 772.02
HP 772.50
G 772.01
HP 772.50
G 772.01
HP 772.50
G 772.01
HP 772.50
G 772.00
HP 772.50
G 772.00
TC 764.84
BC 764.34
TC 766.50
BC 766.00
HP 748.98
HP 748.94
HP 748.98
755
760 76
5
77
0
775
76
5
77
0
76
6
76
7
76
8
76
9
75
5
76
0
76
5
75
5
75
2
75
3
75
4
75
1
75
2
75
3
75
4
750
75
5
760
75
5
76
0
76
5
76
0
76
5
755
760
765
770
7
3
0
735
740
740
745
750
750
755
74
0
74
5
750
755
760
73
9
739
743
74
9
75
0
74
9
7
5
0
75
1
74
9
75
0
TW 767.00
TW 769.00 TW 777.48
TW 776.53
TW 774.00
TW 775.00
BW 772.50
BW 774.00
BW 772.05
BW 772.11BW 767.00
BW 767.00
TW 749.50
TW 749.50
TW 749.50
TW 749.50
BW 749.50
BW 743.50
BW 741.00
BW 746.22
BW 749.50
TW 749.50
PROPOSED STORMWATER
MAINTENANCE EASEMENT
7
4
0
7
4
5
750
75074
9
749
751
751
S:
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C4.0
GRADING PLAN
JM
JT CB
JM
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
OW
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
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:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
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B
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N

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4
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2
8
1
6
4
BW 874.50
PROPOSED LEGEND
722
720
HP 874.50
MATCH EX ±874.50
SD
SD
G 874.50
BC 874.50
TC 874.50
TW 874.50
TC 874.50
BC 874.00
GRADE SPOT ELEVATION
BOTTOM OF CURB SPOT ELEVATION
TOP OF CURB SPOT ELEVATION
TOP/BOTTOM OF CURB SPOT ELEVATION
TOP OF WALL SPOT ELEVATION
BOTTOM OF WALL SPOT ELEVATION
HIGH POINT SPOT ELEVATION
MATCH EXISTING SPOT ELEVATION
PROPERTY LINE
RIGHT-OF-WAY LINE
MINOR CONTOUR
MAJOR CONTOUR
STORM PIPE
CATCH BASIN
STORM MANHOLE
OPEN THROAT CATCH BASIN
FLARED END SECTION
GRADING AND DRAINAGE NOTES:
1.EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IS NOT ASSUMED
TO REPRESENT A BALANCED CUT / FILL CONDITION.
2.CONTRACTOR SHALL PERFORM HIS OWN ESTIMATE AND SHALL PROVIDE ALL EARTHWORK
NECESSARY TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE BORROW OR SPOILS
REQUIRED.
3.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING,
LAWN AND LANDSCAPE AREAS.
4.THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND
BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR
INSTRUCTIONS PRIOR TO PROCEEDING.
5.CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL
UNDERGROUND UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT.
6.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING
GRADE.
7.THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND
SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS
SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS
TO BE COMPLETED UNDER THIS CONTRACT.
8.ALL "STD." NUMBERS REFER TO THE NCDOT STANDARDS.
9.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
ADMINISTRATOR.
10.PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPE AND
INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL
QUANTITY OF PIPE REQUIRED.
11.MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 1/4" /FT.
12.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1 WITHOUT ADDITIONAL STABILIZATION
MEASURES AND PRIOR APPROVAL.
13.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
14.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT
STRUCTURE IS WATERTIGHT.
15.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL
HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6"
ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".
16.RIM ELEVATIONS OF CURB INLET EQUALS THE FLOW LINE OF GUTTER PAN, NOT THE
DEPRESSED ELEVATION AT THE INLET.
17.ALL PROPOSED CONTOURS IN ALL "FILL" AREAS SHOWN ON THIS PLAN REPRESENT
COMPACTED STRUCTURAL FILL AND SHALL BE CONSTRUCTED WITH SATISFACTORY MATERIAL
COMPACTED TO THE STANDARDS OUTLINED IN THE SPECIFICATIONS.
18.RCP PIPES SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
19.ALL STRUCTURES AND GRATES SHALL BE COMPLIANT WITH THE MOST RECENT NCDOT
STANDARDS AND BE TRAFFIC BEARING AND RATED HEAVY DUTY, UNLESS LOCATED OUTSIDE
OF A PAVED AREA.
20.ALL HDPE PIPE SHALL BE ADS N12 TYPE S OR APPROVED EQUAL.
21.ALL FILL SHALL BE PLACED IN MAXIMUM 8-INCH LIFTS AND COMPACTED. ALL FILL WITHIN LIMITS
OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED TO 100% STD. PROCTOR DENSITY
WITHIN THE TOP 24 INCHES AND A MINIMUM 98% STD. PROCTOR DENSITY BELOW 24-INCH
DEPTH. FILL WITHIN LANDSCAPED AREAS SHALL BE COMPACTED TO MINIMUM 90% STD.
PROCTOR DENSITY. REFER TO GEOTECHNICAL ENGINEER'S REPORT FOR ADDITIONAL
EARTHWORK SPECIFICATIONS AND REQUIREMENTS.
Cut/Fill Summary
Name
EG-COMBINED VS. PG
Totals
Cut Factor
1.000
Fill Factor
1.150
2d Area
322379.65 Sq. Ft.
322379.65 Sq. Ft.
Cut
43187.54 Cu. Yd.
43187.54 Cu. Yd.
Fill
46958.70 Cu. Yd.
46958.70 Cu. Yd.
Net
3771.17 Cu. Yd.<Fill>
3771.17 Cu. Yd.<Fill>
1111
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20' CLASS C BUFFER
WITH WALL
40' CLASS C BUFFER
50' SIDE SETBACK (ABUTTING RE
S
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20' SIDE SETBACK (INTERIOR)
50
'

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20' SIDE SETBACK (INTERIOR)
1111
Sennebogen Real Estate LLC
SLT Enterprises, LLC
Curtis Phillips
Pamela W. Phillips
Mishelle S. Dean
Catherleen H. Sherrill
SE
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HEAVY DUTY PAVEMENT OVERLAY
HEAVY DUTY PAVEMENT OVERLAY
0+00
1+00
2+00
3+00
4+
0
0
5+
0
0
6+
0
0
7+
0
0
7+
2
6
.
3
9
0+
0
0
1+
0
0
1+
0
5
.
9
6
SD
SD
SD
SD
0+00 1+00 2+00
3+
0
0
4+
0
0
5+
0
0
6+
0
0
6+
1
5
.
9
6
SD
SD
0+
0
0
0+
5
4
.
1
4
0
+
0
0
1
+
0
0
2+
0
0
3+00
4+00
5+00 6+00 7+00
7+34.77SD
SD
SD
SD
SD
SD
SD
SD
SD
0+
0
0
1+
0
0
2+
0
0
3+
0
0
3+
8
9
ALIGNMENT=STORM 400
STATION=5+12.83
OFFSET=1.05L
NORTHING=614160.40
EASTING=1399229.90
SDSD
PROPOSED
400' X 120' BUILDING
FFE = 773.00
755
760
765
770
7
3
0
730
735
740
74
0
740
745
74
5
745
7
5
0
7
5
0
75
0
75
0
750
750
750
750
75
0
75
0
755
75
5
75
5
76
0
76
0
76
5
76
5
77
0
77
0
770755
76
0
75
3
754
756
757
75
8
75
9
PROPOSED
POST CONSTRUCTION BMP
MH-508
DI-400
DI-112
DI-111
DI-106
DI-105
DI-401
MH-506
CB-103
MH-102MH-504
FES-500
DI-402
DI-113
DI-107
50 LF 15" HDPE @ 1.00%
50 LF 15" HDPE @ 1.00%
50 LF 18" HDPE @ 1.00%
40 LF 18" HDPE @ 1.00%
81 LF 18" HDPE @ 2.00%
37 LF 18" CLASS IV RCP @ 4.00%
70 LF 30" CLASS IV RCP @ 2.00%
119 LF 18" CLASS IV RCP @ 1.00%
171 LF 18" CLASS IV RCP @ 1.00%
37 LF 24" CLASS IV RCP @ 3.60%
47 LF 24" CLASS IV RCP @ 4.00%
59 LF 24" CLASS IV RCP @ 5.00%
46 LF 15" CLASS IV RCP @ 3.00%
CB-300
CB-301
76
5
77
0
76
6
76
7
76
8
76
9
770775
8''F
SS
SS
SS
2''W
120 LF 18" CLASS IV RCP @ 1.00%
DI-403
MH-503
49 LF 30" RCP @ 5.00%
54 LF 30" RCP @ 1.00%
OS-600
MH-501
20 LF 30" RCP @ 2.00%
205 LF 24" CLASS IV RCP @ 3.58%
124 LF 30" HDPE @ 3.47%
FES-100
MH-507
206 LF 24" CLASS IV RCP @ 3.60%
YI-203
97 LF 15" HDPE @ 1.00%
YI-202
98 LF 18" HDPE @ 1.00%
YI-201
99 LF 24" HDPE @ 1.00%
YI-200
YI-101
158 LF 24" HDPE @ 2.35%
52 LF 36" HDPE @ 2.00%
MH-502
20 LF 30" RCP @ 5.00%
95 LF 24" HDPE @ 1.00%
168 LF 24" HDPE @ 4.00%
MH-505
CB-602CB-601
DI-110
DI-109
DI-108
29 LF 18" HDPE @ 1.00%
50 LF 18" HDPE @ 1.00%
50 LF 18" HDPE @ 1.00%
STORM STRUCTURE TABLE
STR. NAME
CB-103
CB-300
CB-301
CB-601
CB-602
DI-105
DI-106
DI-107
DI-108
DI-109
DI-110
DI-111
DI-112
DI-113
DI-400
DI-401
DI-402
DI-403
FES-100
FES-500
MH-102
MH-104
MH-501
MH-502
MH-503
MH-504
MH-505
MH-506
MH-507
MH-508
OS-600
YI-101
YI-200
YI-201
YI-202
YI-203
RIM / INVERTS
RIM = 755.10
18" INV IN = 749.65 (FROM MH-104)
24" INV IN = 749.55 (FROM CB-300)
30" INV OUT = 746.34 (TO MH-102)
RIM = 760.30
15" INV IN = 755.33 (FROM CB-301)
24" INV IN = 755.05 (FROM DI-400)
24" INV OUT = 752.50 (TO CB-103)
RIM = 764.06
15" INV OUT = 756.71 (TO CB-300)
RIM = 773.21
18" INV IN = 771.50 (FROM CB-602)
18" INV OUT = 771.50 (TO )
RIM = 773.42
18" INV IN = 771.71 (FROM )
18" INV OUT = 771.71 (TO CB-601)
RIM = 772.01
18" INV IN = 762.26 (FROM DI-106)
18" INV OUT = 757.90 (TO MH-104)
RIM = 772.69
18" INV IN = 763.97 (FROM DI-107)
18" INV OUT = 763.87 (TO DI-105)
RIM = 772.70
18" INV IN = 764.47 (FROM DI-108)
18" INV OUT = 764.37 (TO DI-106)
RIM = 772.00
18" INV IN = 764.86 (FROM DI-109)
18" INV OUT = 764.76 (TO DI-107)
RIM = 772.00
18" INV IN = 765.46 (FROM DI-110)
18" INV OUT = 765.36 (TO DI-108)
RIM = 772.00
18" INV IN = 766.04 (FROM DI-111)
18" INV OUT = 765.96 (TO DI-109)
RIM = 772.00
15" INV IN = 766.79 (FROM DI-112)
18" INV OUT = 766.54 (TO DI-110)
RIM = 772.00
15" INV IN = 767.39 (FROM DI-113)
15" INV OUT = 767.29 (TO DI-111)
RIM = 772.00
15" INV OUT = 767.89 (TO DI-112)
RIM = 774.27
18" INV IN = 762.89 (FROM DI-401)
24" INV OUT = 762.39 (TO CB-300)
RIM = 770.15
18" INV IN = 764.70 (FROM DI-402)
18" INV OUT = 764.60 (TO DI-400)
RIM = 770.23
18" INV IN = 765.99 (FROM DI-403)
18" INV OUT = 765.89 (TO DI-401)
RIM = 771.75
18" INV OUT = 767.19 (TO DI-402)
RIM = 742.30
36" INV IN = 739.00 (FROM YI-101)
RIM = 728.88
30" INV IN = 726.00 (FROM MH-501)
RIM = 750.39
30" INV IN = 744.94 (FROM CB-103)
30" INV OUT = 744.84 (TO YI-101)
RIM = 762.38
18" INV IN = 756.42 (FROM DI-105)
18" INV OUT = 751.15 (TO CB-103)
RIM = 734.52
30" INV IN = 728.74 (FROM MH-502)
30" INV OUT = 726.40 (TO FES-500)
RIM = 741.07
30" INV IN = 733.46 (FROM MH-503)
30" INV IN = 736.46 (FROM OS-600)
30" INV OUT = 729.74 (TO MH-501)
RIM = 749.78
24" INV IN = 737.92 (FROM MH-504)
30" INV OUT = 735.90 (TO MH-502)
RIM = 748.89
24" INV IN = 741.74 (FROM MH-505)
24" INV OUT = 741.64 (TO MH-503)
RIM = 757.38
24" INV IN = 748.58 (FROM MH-506)
24" INV OUT = 748.48 (TO MH-504)
RIM = 759.61
24" INV IN = 750.54 (FROM MH-507)
24" INV OUT = 750.44 (TO MH-505)
RIM = 773.67
24" INV IN = 759.27 (FROM MH-508)
24" INV OUT = 757.97 (TO MH-506)
RIM = 775.30
24" INV OUT = 760.58 (TO MH-507)
RIM = 741.50
30" INV OUT = 737.00 (TO MH-502)
RIM = 747.81
30" INV IN = 740.54 (FROM MH-102)
24" INV IN = 741.04 (FROM YI-200)
36" INV OUT = 740.04 (TO FES-100)
RIM = 748.03
24" INV IN = 742.09 (FROM YI-201)
24" INV OUT = 741.99 (TO YI-101)
RIM = 748.00
18" INV IN = 743.58 (FROM YI-202)
24" INV OUT = 743.08 (TO YI-200)
RIM = 748.00
15" INV IN = 744.81 (FROM YI-203)
18" INV OUT = 744.56 (TO YI-201)
RIM = 748.00
15" INV OUT = 745.78 (TO YI-202)
PIPES IN
P-104, 18" CLASS IV RCP INV IN =749.65
P-300, 24" CLASS IV RCP INV IN =749.55
P-301, 15" CLASS IV RCP INV IN =755.33
P-400, 24" CLASS IV RCP INV IN =755.05
P-602, 18" EX RCP INV IN =771.50
P-603, 18" EX RCP INV IN =771.71
P-106, 18" HDPE INV IN =762.26
P-107, 18" HDPE INV IN =763.97
P-108, 18" HDPE INV IN =764.47
P-109, 18" HDPE INV IN =764.86
P-110, 18" HDPE INV IN =765.46
P-111, 18" HDPE INV IN =766.04
P-112, 15" HDPE INV IN =766.79
P-113, 15" HDPE INV IN =767.39
P-401, 18" CLASS IV RCP INV IN =762.89
P-402, 18" CLASS IV RCP INV IN =764.70
P-403, 18" CLASS IV RCP INV IN =765.99
P-101, 36" HDPE INV IN =739.00
P-501, 30" RCP INV IN =726.00
P-103, 30" CLASS IV RCP INV IN =744.94
P-105, 18" CLASS IV RCP INV IN =756.42
P-502, 30" RCP INV IN =728.74
P-503, 30" RCP INV IN =733.46
P-600, 30" RCP INV IN =736.46
P-504, 24" HDPE INV IN =737.92
P-505, 24" HDPE INV IN =741.74
P-506, 24" CLASS IV RCP INV IN =748.58
P-507, 24" CLASS IV RCP INV IN =750.54
P-508, 24" CLASS IV RCP INV IN =759.27
P-102, 30" HDPE INV IN =740.54
P-200, 24" HDPE INV IN =741.04
P-201, 24" HDPE INV IN =742.09
P-202, 18" HDPE INV IN =743.58
P-203, 15" HDPE INV IN =744.81
PIPES OUT
P-103, 30" CLASS IV RCP INV OUT =746.34
P-300, 24" CLASS IV RCP INV OUT =752.50
P-301, 15" CLASS IV RCP INV OUT =756.71
P-601, 18" EX RCP INV OUT =771.50
P-602, 18" EX RCP INV OUT =771.71
P-105, 18" CLASS IV RCP INV OUT =757.90
P-106, 18" HDPE INV OUT =763.87
P-107, 18" HDPE INV OUT =764.37
P-108, 18" HDPE INV OUT =764.76
P-109, 18" HDPE INV OUT =765.36
P-110, 18" HDPE INV OUT =765.96
P-111, 18" HDPE INV OUT =766.54
P-112, 15" HDPE INV OUT =767.29
P-113, 15" HDPE INV OUT =767.89
P-400, 24" CLASS IV RCP INV OUT =762.39
P-401, 18" CLASS IV RCP INV OUT =764.60
P-402, 18" CLASS IV RCP INV OUT =765.89
P-403, 18" CLASS IV RCP INV OUT =767.19
P-102, 30" HDPE INV OUT =744.84
P-104, 18" CLASS IV RCP INV OUT =751.15
P-501, 30" RCP INV OUT =726.40
P-502, 30" RCP INV OUT =729.74
P-503, 30" RCP INV OUT =735.90
P-504, 24" HDPE INV OUT =741.64
P-505, 24" HDPE INV OUT =748.48
P-506, 24" CLASS IV RCP INV OUT =750.44
P-507, 24" CLASS IV RCP INV OUT =757.97
P-508, 24" CLASS IV RCP INV OUT =760.58
P-600, 30" RCP INV OUT =737.00
P-101, 36" HDPE INV OUT =740.04
P-200, 24" HDPE INV OUT =741.99
P-201, 24" HDPE INV OUT =743.08
P-202, 18" HDPE INV OUT =744.56
P-203, 15" HDPE INV OUT =745.78
DETAIL
NCDOT 840.02
NCDOT 840.02
NCDOT 840.02
NCDOT 840.02
NCDOT 840.02
NCDOT 840.14
NCDOT 840.14
NCDOT 840.14
NCDOT 840.14
NCDOT 840.14
NCDOT 840.14
NCDOT 840.14
NCDOT 840.14
NCDOT 840.14
NCDOT 840.14
NCDOT 840.14
NCDOT 840.14
NCDOT 840.14
SEE DETAILS
SEE DETAILS
NCDOT 840.52
NCDOT 840.52
NCDOT 840.52
NCDOT 840.52
NCDOT 840.52
NCDOT 840.52
NCDOT 840.52
NCDOT 840.52
NCDOT 840.52
NCDOT 840.52
SEE RISER DETAIL - C8.0
NCDOT 840.02
NCDOT 840.02
NCDOT 840.02
NCDOT 840.02
NCDOT 840.02
S:
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C4.1
STORM DRAINAGE
PLAN
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Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
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REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
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BW 874.50
PROPOSED LEGEND
722
720
HP 874.50
MATCH EX ±874.50
SD
SD
G 874.50
BC 874.50
TC 874.50
TW 874.50
TC 874.50
BC 874.00
GRADE SPOT ELEVATION
BOTTOM OF CURB SPOT ELEVATION
TOP OF CURB SPOT ELEVATION
TOP/BOTTOM OF CURB SPOT ELEVATION
TOP OF WALL SPOT ELEVATION
BOTTOM OF WALL SPOT ELEVATION
HIGH POINT SPOT ELEVATION
MATCH EXISTING SPOT ELEVATION
PROPERTY LINE
RIGHT-OF-WAY LINE
MINOR CONTOUR
MAJOR CONTOUR
STORM PIPE
CATCH BASIN
STORM MANHOLE
OPEN THROAT CATCH BASIN
FLARED END SECTION
FES-100 TO B-113 (STORM 100 PROFILE -0+25 TO 8+00)
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
782
783
784
785
786
787
788
789
790
791
730
731
732
733
734
735
736
737
738
739
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741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
782
783
784
785
786
787
788
789
790
791
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
40.0 LF 18" HDPE @ 1.00%
80.7 LF 18" HDPE @ 2.00%
37.1 LF 18" CLASS IV RCP @ 4.00%
70.2 LF 30" CLASS IV RCP @ 2.00%
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50.0 LF 15" HDPE @ 1.00%
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PROPOSED GRADE
EXISTING GRADE
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52.0 LF 36" HDPE @ 2.00%
29.9 LF 18" CLASS IV RCP @ 5.00%
28.7 LF 18" HDPE @ 1.00%
50.0 LF 18" HDPE @ 1.00%
50.0 LF 18" HDPE @ 1.00%
IN
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3
9
STORM PIPE TABLE
PIPE NAME
P-101
P-102
P-103
P-104
P-105
P-106
P-107
P-108
P-109
P-110
P-111
P-112
P-113
P-200
P-201
P-202
P-203
P-300
P-301
P-400
P-401
P-402
P-403
P-501
P-502
P-503
P-504
P-505
P-506
P-507
P-508
P-600
P-601
P-602
P-603
FROM
YI-101
MH-102
CB-103
MH-104
DI-105
DI-106
DI-107
DI-108
DI-109
DI-110
DI-111
DI-112
DI-113
YI-200
YI-201
YI-202
YI-203
CB-300
CB-301
DI-400
DI-401
DI-402
DI-403
MH-501
MH-502
MH-503
MH-504
MH-505
MH-506
MH-507
MH-508
OS-600
CB-601
CB-602
TO
FES-100
YI-101
MH-102
CB-103
MH-104
DI-105
DI-106
DI-107
DI-108
DI-109
DI-110
DI-111
DI-112
YI-101
YI-200
YI-201
YI-202
CB-103
CB-300
CB-300
DI-400
DI-401
DI-402
FES-500
MH-501
MH-502
MH-503
MH-504
MH-505
MH-506
MH-507
MH-502
CB-601
CB-602
SIZE
36"
30"
30"
18"
18"
18"
18"
18"
18"
18"
18"
15"
15"
24"
24"
18"
15"
24"
15"
24"
18"
18"
18"
30"
30"
30"
24"
24"
24"
24"
24"
30"
18"
18"
18"
LENGTH
52'
124'
70'
30'
37'
81'
40'
29'
50'
50'
50'
50'
50'
95'
99'
98'
97'
59'
46'
205'
171'
119'
120'
20'
20'
49'
158'
168'
47'
206'
37'
54'
9'
29'
40'
SLOPE
2.00%
3.47%
2.00%
5.00%
4.00%
2.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
5.00%
3.00%
3.58%
1.00%
1.00%
1.00%
2.00%
5.00%
5.00%
2.35%
4.00%
4.00%
3.60%
3.60%
1.00%
0.71%
0.71%
0.71%
MATERIAL
HDPE
HDPE
CLASS IV RCP
CLASS IV RCP
CLASS IV RCP
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
CLASS IV RCP
CLASS IV RCP
CLASS IV RCP
CLASS IV RCP
CLASS IV RCP
CLASS IV RCP
RCP
RCP
RCP
HDPE
HDPE
CLASS IV RCP
CLASS IV RCP
CLASS IV RCP
RCP
EX RCP
EX RCP
EX RCP
S:
\
E
N
G
I
N
E
E
R
\
P
R
O
J
E
C
T
S
\
8
1
8
9
.
0
8
2
3
C
D

-

S
E
N
N
E
B
O
G
E
N

E
X
P
A
N
S
I
O
N
\
D
R
A
W
I
N
G
S
\
S
H
E
E
T
S
\
8
1
8
9
-
S
-
S
T
O
R
M

D
R
A
I
N
A
G
E
.
D
W
G
,
Ap
r
i
l

8
,

2
0
2
4
SC
O
L
D
R
E
N
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C4.2
STORM DRAINAGE
PROFILE
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
OW
N
E
R

/

D
E
V
E
L
O
P
E
R
DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
E
B
O
G
E
N

E
X
P
A
N
S
I
O
N
S.
C
.

H
O
N
D
R
O
S

&

A
S
S
O
C
I
A
T
E
S
,

I
N
C
.
P.
O
.

B
O
X

2
2
0
4
5
6
,

C
H
A
R
L
O
T
T
E
,

N
C

2
8
2
2
2
-
0
4
5
6
19
5
7

S
E
N
N
E
B
O
G
E
N

T
R
A
I
L
ST
A
N
L
E
Y
,

N
C

2
8
1
6
4
VERTICAL: 1 inch = 4 ft
JM
MK
SC
SC
YI-101 TO YI-202 (STORM 200 PROFILE -0+25 TO 3+75)
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
-0+25 0+00 1+00 2+00 3+00 3+75
0+00 1+00 2+00 3+00 3+75
97.5 LF 18" HDPE @ 1.00%
IN
V

O
U
T
:
7
4
4
.
5
6

1
8
"

H
D
P
E

(
T
O

Y
I
-
2
0
1
)
IN
V

I
N
:
7
4
4
.
8
1

1
5
"

H
D
P
E

(
F
R
O
M

Y
I
-
2
0
3
)
YI
-
2
0
2
ST
A
:
2
+
9
1
.
5
0
RI
M
:
7
4
8
.
0
0
IN
V

O
U
T
:
7
4
3
.
0
8

2
4
"

H
D
P
E

(
T
O

Y
I
-
2
0
0
)
IN
V

I
N
:
7
4
3
.
5
8

1
8
"

H
D
P
E

(
F
R
O
M

Y
I
-
2
0
2
)
YI
-
2
0
1
ST
A
:
1
+
9
4
.
0
0
RI
M
:
7
4
8
.
0
0
99.0 LF 24" HDPE @ 1.00%
IN
V

O
U
T
:
7
4
1
.
9
9

2
4
"

H
D
P
E

(
T
O

Y
I
-
1
0
1
)
IN
V

I
N
:
7
4
2
.
0
9

2
4
"

H
D
P
E

(
F
R
O
M

Y
I
-
2
0
1
)
YI
-
2
0
0
ST
A
:
0
+
9
5
.
0
0
RI
M
:
7
4
8
.
0
3
95.0 LF 24" HDPE @ 1.00%
IN
V

O
U
T
:
7
4
0
.
0
4

3
6
"

H
D
P
E

(
T
O

F
E
S
-
1
0
0
)
IN
V

I
N
:
7
4
0
.
5
4

3
0
"

H
D
P
E

(
F
R
O
M

M
H
-
1
0
2
)
IN
V

I
N
:
7
4
1
.
0
4

2
4
"

H
D
P
E

(
F
R
O
M

Y
I
-
2
0
0
)
YI
-
1
0
1
ST
A
:
0
+
0
0
.
0
0
RI
M
:
7
4
7
.
8
1
PROPOSED GRADE
EXISTING GRADE
CB-101 TO CB-201 (STORM 300 PROFILE -0+50 TO 2+00)
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
-0+50 0+00 1+00 2+00
0+00 1+00 2+00
59.1 LF 24" CLASS IV RCP @ 5.00%
45.9 LF 15" CLASS IV RCP @ 3.00%
PROPOSED GRADE
EXISTING GRADE
24" CLASS IV RCP STORM
IN
V

O
U
T
:
7
5
2
.
5
0

2
4
"

C
L
A
S
S

I
V

R
C
P

(
T
O

C
B
-
1
0
3
)
IN
V

I
N
:
7
5
5
.
3
3

1
5
"

C
L
A
S
S

I
V

R
C
P

(
F
R
O
M

C
B
-
3
0
1
)
IN
V

I
N
:
7
5
5
.
0
5

2
4
"

C
L
A
S
S

I
V

R
C
P

(
F
R
O
M

D
I
-
4
0
0
)
CB
-
3
0
0
ST
A
:
0
+
5
9
.
0
7
RI
M
:
7
6
0
.
3
0
IN
V

O
U
T
:
7
4
6
.
3
4

3
0
"

C
L
A
S
S

I
V

R
C
P

(
T
O

M
H
-
1
0
2
)
IN
V

I
N
:
7
4
9
.
6
5

1
8
"

C
L
A
S
S

I
V

R
C
P

(
F
R
O
M

M
H
-
1
0
4
)
IN
V

I
N
:
7
4
9
.
5
5

2
4
"

C
L
A
S
S

I
V

R
C
P

(
F
R
O
M

C
B
-
3
0
0
)
CB
-
1
0
3
ST
A
:
0
+
0
0
.
0
0
RI
M
:
7
5
5
.
1
0
IN
V

O
U
T
:
7
5
6
.
7
1

1
5
"

C
L
A
S
S

I
V

R
C
P

(
T
O

C
B
-
3
0
0
)
CB
-
3
0
1
ST
A
:
?
?
?
RI
M
:
7
6
4
.
0
6
S:
\
E
N
G
I
N
E
E
R
\
P
R
O
J
E
C
T
S
\
8
1
8
9
.
0
8
2
3
C
D

-

S
E
N
N
E
B
O
G
E
N

E
X
P
A
N
S
I
O
N
\
D
R
A
W
I
N
G
S
\
S
H
E
E
T
S
\
8
1
8
9
-
S
-
S
T
O
R
M

D
R
A
I
N
A
G
E
.
D
W
G
,
Ap
r
i
l

8
,

2
0
2
4
SC
O
L
D
R
E
N
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C4.3
STORM DRAINAGE
PROFILE
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
OW
N
E
R

/

D
E
V
E
L
O
P
E
R
DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
E
B
O
G
E
N

E
X
P
A
N
S
I
O
N
S.
C
.

H
O
N
D
R
O
S

&

A
S
S
O
C
I
A
T
E
S
,

I
N
C
.
P.
O
.

B
O
X

2
2
0
4
5
6
,

C
H
A
R
L
O
T
T
E
,

N
C

2
8
2
2
2
-
0
4
5
6
19
5
7

S
E
N
N
E
B
O
G
E
N

T
R
A
I
L
ST
A
N
L
E
Y
,

N
C

2
8
1
6
4
VERTICAL: 1 inch = 4 ft
JM
MK
SC
SC
CB-300 TO DI-403 (STORM 400 PROFILE -0+50 TO 6+50)
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
782
783
784
785
786
787
788
789
790
791
792
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
782
783
784
785
786
787
788
789
790
791
792
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50
119.1 LF 18" CLASS IV RCP @ 1.00%
170.7 LF 18" CLASS IV RCP @ 1.00%
IN
V

O
U
T
:
7
6
2
.
3
9

2
4
"

C
L
A
S
S

I
V

R
C
P

(
T
O

C
B
-
3
0
0
)
IN
V

I
N
:
7
6
2
.
8
9

1
8
"

C
L
A
S
S

I
V

R
C
P

(
F
R
O
M

D
I
-
4
0
1
)
DI
-
4
0
0
ST
A
:
2
+
0
5
.
8
5
RI
M
:
7
7
4
.
2
7
IN
V

O
U
T
:
7
6
5
.
8
9

1
8
"

C
L
A
S
S

I
V

R
C
P

(
T
O

D
I
-
4
0
1
)
IN
V

I
N
:
7
6
5
.
9
9

1
8
"

C
L
A
S
S

I
V

R
C
P

(
F
R
O
M

D
I
-
4
0
3
)
DI
-
4
0
2
ST
A
:
4
+
9
5
.
9
7
RI
M
:
7
7
0
.
2
3
IN
V

O
U
T
:
7
6
4
.
6
0

1
8
"

C
L
A
S
S

I
V

R
C
P

(
T
O

D
I
-
4
0
0
)
IN
V

I
N
:
7
6
4
.
7
0

1
8
"

C
L
A
S
S

I
V

R
C
P

(
F
R
O
M

D
I
-
4
0
2
)
DI
-
4
0
1
ST
A
:
3
+
7
6
.
8
5
RI
M
:
7
7
0
.
1
5
PROPOSED GRADE
EXISTING GRADE
204.9 LF 24" CLASS IV RCP @ 3.58%
120.0 LF 18" CLASS IV RCP @ 1.00%
IN
V

O
U
T
:
7
6
7
.
1
9

1
8
"

C
L
A
S
S

I
V

R
C
P

(
T
O

D
I
-
4
0
2
)
DI
-
4
0
3
ST
A
:
7
+
0
6
.
5
2
RI
M
:
7
7
1
.
7
5
EXISTING FIBER
OPTIC LINE
CROSSING
IN
V

O
U
T
:
7
5
2
.
5
0

2
4
"

C
L
A
S
S

I
V

R
C
P

(
T
O

C
B
-
1
0
3
)
IN
V

I
N
:
7
5
5
.
3
3

1
5
"

C
L
A
S
S

I
V

R
C
P

(
F
R
O
M

C
B
-
3
0
1
)
IN
V

I
N
:
7
5
5
.
0
5

2
4
"

C
L
A
S
S

I
V

R
C
P

(
F
R
O
M

D
I
-
4
0
0
)
CB
-
3
0
0
ST
A
:
0
+
0
0
.
9
6
RI
M
:
7
6
0
.
3
0
EXISTING 8" FIRE
LINE CROSSING
EXISTING UGE LINE
CROSSING
EXISTING FIBER
OPTIC LINE
CROSSING
EXISTING UGE LINE
CROSSING
EXISTING 8" FIRE
LINE CROSSING
PROPOSED SEWER
CROSSING
MH-503 TO FES-600 (STORM 600 PROFILE -0+25 TO 1+50)
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
728
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
-0+25 0+00 1+00 1+50
0+00 1+00 1+50
54.1 LF 30" RCP @ 1.00%
PROPOSED GRADE
EXISTING GRADE
IN
V

O
U
T
:
7
3
7
.
0
0

3
0
"

R
C
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0
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A
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+
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4
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1
4
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:
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4
1
.
5
0
IN
V

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U
T
:
7
2
9
.
7
4

3
0
"

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(
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M
H
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5
0
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)
IN
V

I
N
:
7
3
3
.
4
6

3
0
"

R
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(
F
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M

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0
3
)
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V

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N
:
7
3
6
.
4
6

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0
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R
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0
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)
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:
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1
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9
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C
D

-

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E
N
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.
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G
,
Ap
r
i
l

8
,

2
0
2
4
SC
O
L
D
R
E
N
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C4.4
STORM DRAINAGE
PROFILE
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
OW
N
E
R

/

D
E
V
E
L
O
P
E
R
DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
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DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
E
B
O
G
E
N

E
X
P
A
N
S
I
O
N
S.
C
.

H
O
N
D
R
O
S

&

A
S
S
O
C
I
A
T
E
S
,

I
N
C
.
P.
O
.

B
O
X

2
2
0
4
5
6
,

C
H
A
R
L
O
T
T
E
,

N
C

2
8
2
2
2
-
0
4
5
6
19
5
7

S
E
N
N
E
B
O
G
E
N

T
R
A
I
L
ST
A
N
L
E
Y
,

N
C

2
8
1
6
4
VERTICAL: 1 inch = 4 ft
JM
MK
SC
SC
FES-500 TO MH-508 (STORM 500 PROFILE -1+00 TO 8+50)
716
717
718
719
720
721
722
723
724
725
726
727
728
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
782
783
784
785
786
787
788
789
790
715
716
717
718
719
720
721
722
723
724
725
726
727
728
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
782
783
784
785
786
787
788
789
790
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50
IN
V

O
U
T
:
7
6
0
.
5
8

2
4
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C
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:
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IN
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T
:
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0
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)
IN
V

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N
:
7
5
0
.
5
4

2
4
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F
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A
:
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+
9
1
.
9
9
RI
M
:
7
5
9
.
6
1
36.5 LF 24" CLASS IV RCP @ 3.60%
46.6 LF 24" CLASS IV RCP @ 4.00%
IN
V

O
U
T
:
7
4
1
.
6
4

2
4
"

H
D
P
E

(
T
O

M
H
-
5
0
3
)
IN
V

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N
:
7
4
1
.
7
4

2
4
"

H
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(
F
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M
H
-
5
0
5
)
MH
-
5
0
4
ST
A
:
2
+
7
6
.
9
6
RI
M
:
7
4
8
.
8
9
158.2 LF 24" HDPE @ 2.35%
IN
V

O
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T
:
7
3
5
.
9
0

3
0
"

R
C
P

(
T
O

M
H
-
5
0
2
)
IN
V

I
N
:
7
3
7
.
9
2

2
4
"

H
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E

(
F
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0
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0
3
ST
A
:
1
+
1
8
.
7
6
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M
:
7
4
9
.
7
8
48.8 LF 30" RCP @ 5.00%
20.0 LF 30" RCP @ 2.00%
PROPOSED GRADE
EXISTING GRADE
206.2 LF 24" CLASS IV RCP @ 3.60%
IN
V

O
U
T
:
7
5
7
.
9
7

2
4
"

C
L
A
S
S

I
V

R
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P

(
T
O

M
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-
5
0
6
)
IN
V

I
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:
7
5
9
.
2
7

2
4
"

C
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S
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V

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(
F
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M
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-
5
0
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0
7
ST
A
:
6
+
9
8
.
2
2
RI
M
:
7
7
3
.
6
7
EXISTING UGE LINE
CROSSING
EXISTING FIBER
OPTIC LINE
CROSSING
15" CLASS IV RCP STORM
20.0 LF 30" RCP @ 5.00%
168.5 LF 24" HDPE @ 4.00%
IN
V

O
U
T
:
7
4
8
.
4
8

2
4
"

H
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(
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0
4
)
IN
V

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:
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8

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4
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:
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:
7
5
7
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8
IN
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:
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6
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0

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0
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V

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:
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2
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4

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0
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:
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9
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V

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:
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3
3
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0
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0
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:
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6
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0
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l

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0
2
4
SC
O
L
D
R
E
N
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C4.5
STORM DRAINAGE
PROFILE
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
OW
N
E
R

/

D
E
V
E
L
O
P
E
R
DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
E
B
O
G
E
N

E
X
P
A
N
S
I
O
N
S.
C
.

H
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N
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S

&

A
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,

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.
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.

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0
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,

N
C

2
8
2
2
2
-
0
4
5
6
19
5
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S
E
N
N
E
B
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G
E
N

T
R
A
I
L
ST
A
N
L
E
Y
,

N
C

2
8
1
6
4
VERTICAL: 1 inch = 4 ft
JM
MK
SC
SC
Sennebogen Real Estate LLC
SLT Enterprises, LLC
Curtis Phillips
Pamela W. Phillips
Mishelle S. Dean
Catherleen H. Sherrill
SE
N
N
E
B
O
G
E
N

T
R
A
I
L
HEAVY DUTY PAVEMENT OVERLAY
HEAVY DUTY PAVEMENT OVERLAY
1111
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20' CLASS C BUFFER
WITH WALL
40' CLASS C BUFFER
50' SIDE SETBACK (ABUTTING RE
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I
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T
I
A
L
)
20' SIDE SETBACK (INTERIOR)
50
'

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20' SIDE SETBACK (INTERIOR)
1111
8''F
SS
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SS
2''W
0+00
1+00
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8
9
ALIGNMENT=STORM 400
STATION=5+12.83
OFFSET=1.05L
NORTHING=614160.40
EASTING=1399229.90
SDSD
PROPOSED THRUST BLOCKING
PER LCPU STANDARDS
PROPOSED 8"X8" TAPPING
SLEEVE AND VALVE
PROPOSED 53 LF 8" PC350
RJ DIP FIRE LINE
SEE BUILDING PLANS FOR
CONTINUATION
PROPOSED DUPLEX
LIFT STATION
PROPOSED 121 LF 2" SCH.
40 PVC FORCE MAIN
PROPOSED TAPPING TO
EXISTING FORCE MAIN
PROPOSED 53 LF 2"
WATER LINE
PROPOSED CONNECTION
PROPOSED
400' X 120' BUILDING
FFE = 773.00
PROPOSED 8" GATE VALVE
PROPOSED FIRE
HYDRANT ASSEMBLY
PROPOSED CONNECTION
PROPOSED FDC LOCATION OW
N
E
R

/

D
E
V
E
L
O
P
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DRAWN BY:
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DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
E
B
O
G
E
N

E
X
P
A
N
S
I
O
N
S.
C
.

H
O
N
D
R
O
S

&

A
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S
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S
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.
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.

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X

2
2
0
4
5
6
,

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A
R
L
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T
T
E
,

N
C

2
8
2
2
2
-
0
4
5
6
19
5
7

S
E
N
N
E
B
O
G
E
N

T
R
A
I
L
ST
A
N
L
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Y
,

N
C

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8
1
6
4
S:
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\
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9
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2
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-
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C5.0
UTILITY PLANR
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
PROPOSED LEGEND
WATER METER
WATER LINE
STORM PIPE
SANITARY SEWER PIPE
GATE VALVE
FIRE HYDRANT
SANITARY SEWER MANHOLE
UNDERGROUND CABLE
OVERHEAD UTILITY LINE
UNDERGROUND ELECTRIC
FIBER OPTIC CABLE
GAS MAIN
FENCE
UTILITY POLE
W W
SS
SS S
CATV
OH
UGE
FO
G G
WATER AND SEWER GENERAL NOTES:
1.ALL WORK SHALL CONFORM TO LATEST REVISION OF THE LCPW OPERATIONAL MANUAL WHICH
IS ON FILE AT THE DIVISION OF LINCOLN COUNTY PUBLIC WORKS OFFICE (115 W MAIN STREET,
LINCOLNTON, NORTH CAROLINA 28092).
2.ANY QUANTITIES SHOWN ON PLANS ARE NOT VERIFIED BY LCPW.
3.A PRE-CONSTRUCTION MEETING IS REQUIRED BEFORE WORK MAY BEGIN. LINCOLN COUNTY
PUBLIC WORKS SHALL BE NOTIFIED 48 HOURS PRIOR TO PROJECT MOBILIZATION.
4.ALL WORK AND MATERIALS, WHICH DO NOT CONFORM TO LCPW SPECIFICATIONS, ARE SUBJECT
TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
5.ANY WORK PERFORMED WITHOUT THE KNOWLEDGE OF LCPW IS SUBJECT TO RE-EXCAVATION,
REMOVAL AND REPLACEMENT OF SAME TO BE DONE AT THE CONTRACTOR'S EXPENSE.
6.THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT ON THE JOB AT
ALL TIMES DURING CONSTRUCTION TO SATISFY THE SPECIFICATIONS AND TO COMPLETE
WORK.
7.LCPW INSPECTION STAFF MAY OBSERVE PROJECT CONSTRUCTION.
8.THE CONTRACTOR IS TO UNCOVER ALL EXISTING LINES BEING TIED INTO AND VERIFY GRADES
BEFORE BEGINNING CONSTRUCTION.
9.IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND TAKE ALL POSSIBLE PRECAUTIONS
TO AVOID ANY DAMAGE TO ALL UNDERGROUND PIPELINES, TELEPHONE, CABLE TV, ELECTRIC
LINES/CONDUITS AND STRUCTURES IN ADVANCE OF ANY CONSTRUCTION. LCPW WILL NOT
GUARANTEE ANY LOCATIONS AS SHOWN ON THESE PLANS OR THOSE OMITTED FROM THESE
PLANS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MAY OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PROTECT EXISTING UTILITIES AND
STRUCTURES.
10.CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANS. IF ANY DISCREPANCIES IN
QUANTITIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND LCPW.
11.ALL REGULATORY AND PERMITTING AGENCIES' REQUIREMENTS SHALL BE COMPLIED WITH.
12.APPROPRIATE TURBIDITY CONTROL DEVICES (E.G. SILT FENCES, HAY BAILS) WILL BE UTILIZED
DURING ALL PHASES OF INSTALLATION AND GRADING. CONTRACTOR IS RESPONSIBLE FOR
CONTACTING LINCOLN COUNTY SOIL AND CONSERVATION DEPARTMENT TO DETERMINE THE
REQUIREMENTS FOR PERMITTING, DEVELOPING AND MAINTAINING AN EFFECTIVE STORM
WATER POLLUTION PREVENTION PLAN.
13.LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER
FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF
PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. PRIOR
TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING
HIS WORK. ANYTHING NOT SHOWN ON THESE DRAWINGS SHOULD BE BROUGHT TO THE
ATTENTION OF THE ENGINEER AND SHALL NOT CONSTITUTE AN EXTRA, UNLESS APPROVED BY
THE ENGINEER.
14.THE CONTRACTOR SHALL CONTACT THE ENGINEER AND LCPW IMMEDIATELY CONCERNING ANY
CONFLICTS WITH LCPW UTILITIES/STRUCTURES ARISING DURING CONSTRUCTION OF ANY
FACILITIES SHOWN ON THESE DRAWINGS.
15.TRAFFIC MUST BE MAINTAINED AT ALL TIMES AS PER NORTH CAROLINA COUNTY DEPARTMENT
OF TRANSPORTATION (NCDOT).
16.THE CONTRACTOR SHALL NOTIFY UTILITIES UTILIZING THE 811 SERVICE PRIOR TO STARTING
CONSTRUCTION.
17.THE CONTRACTOR SHALL REPLACE ALL PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, FENCES,
ETC., WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS
DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL RESTORE ALL AREAS AFFECTED BY
THE CONSTRUCTION TO ITS ORIGINAL CONDITION, OR BETTER.
18.WITHIN THE NCDOT RIGHT-OF-WAY, ALL DISTURBED AREAS SHALL RECEIVE GRASSING
(SEEDING) OR SODDING MATERIALS IN ACCORDANCE WITH NCDOT SPECIFICATIONS.
19.THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN
ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH MAY BE ENCOUNTERED DURING
THE COURSE OF WORK. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT
WHATEVER INVESTIGATIONS THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN
CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, AND UPON
WHICH THEIR BIDS WILL BE BASED.
20.ALL FRAMES, COVERS VALVE BOXES, METER BOXES AND MANHOLES SHALL BE ADJUSTED TO
FINISHED GRADE UPON COMPLETION OF PAVING OR RELATED CONSTRUCTION.
JM
MK
SC
SC
1111
11
20
'

C
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A
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C

B
U
F
F
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W
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SC
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F
E
N
C
E
20' CLASS C BUFFER
WITH WALL
40' CLASS C BUFFER
50' SIDE SETBACK (ABUTTING RE
S
I
D
E
N
T
I
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L
)
20' SIDE SETBACK (INTERIOR)
50
'

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(
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)
20' SIDE SETBACK (INTERIOR)
1111
Sennebogen Real Estate LLC
SLT Enterprises, LLC
Curtis Phillips
Pamela W. Phillips
Mishelle S. Dean
Catherleen H. Sherrill
SE
N
N
E
B
O
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E
N

T
R
A
I
L
HEAVY DUTY PAVEMENT OVERLAY
HEAVY DUTY PAVEMENT OVERLAY
0+00
1+00
2+00
3+00
4+
0
0
5+
0
0
6+
0
0
7+
0
0
7+
2
6
.
3
9
0+
0
0
1+
0
0
1+
0
5
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9
6
SD
SD
SD
SD
0+00 1+00 2+00
3+
0
0
4+
0
0
5+
0
0
6+
0
0
6+
1
5
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9
6
SD
SD
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0
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5
4
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0
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0
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4+00
5+00 6+00 7+00
7+34.77SD
SD
SD
SD
SD
SD
SD
SD
SD
0+
0
0
1+
0
0
2+
0
0
3+
0
0
3+
8
9
ALIGNMENT=STORM 400
STATION=5+12.83
OFFSET=1.05L
NORTHING=614160.40
EASTING=1399229.90
SDSD
755
760
765
770
8''F
SS
SS
SS
2''W
PROPOSED CANOPY TREE (TYP
OF 3)
PROPOSED SMALL SHRUBS (TYP OF 6)
PROPOSED 6' HIGH WOODEN
SCREENING FENCE
PROPOSED MEDIUM SIZE
SHRUBS (TYP OF 3)
PROPOSED SMALL SHRUBS (TYP OF 9)
PROPOSED MEDIUM SIZE
SHRUBS (TYP OF 4)
PROPOSED LARGE EVERGREEN
SHRUBS (TYP OF 2)
PROPOSED MEDIUM SIZE
SHRUBS (TYP OF 8)
PROPOSED MEDIUM SIZE
SHRUBS (TYP OF 4)
PROPOSED MEDIUM SIZE
SHRUBS (TYP OF 4)
PROPOSED EVERGREEN
TREES (TYP OF 2)
PROPOSED MEDIUM SIZE
SHRUBS (TYP OF 3)
PROPOSED MEDIUM SIZE
SHRUBS (TYP OF 4)
PROPOSED MEDIUM SIZE
SHRUBS (TYP OF 3)
PROPOSED UNDERSTORY
TREE (TYP OF 1)
PROPOSED UNDERSTORY
TREE (TYP OF 1)
PROPOSED CANOPY TREE (TYP OF 1)
PROPOSED UNDERSTORY
TREE (TYP OF 1)
PROPOSED EVERGREEN
TREES (TYP OF 8)
THIS AREA TO BE SEEDED AND MATTED WITH
NAG SC 150 OR APPROVED EQUAL
THIS AREA TO BE SEEDED AND MATTED WITH
NAG SC 150 OR APPROVED EQUAL
PROPOSED
POST BMP
OUTLINE
S:
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SC
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E
N
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C6.0
LANDSCAPE PLAN
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
OW
N
E
R

/

D
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P
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
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B
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E
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P
A
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I
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C
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2
2
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4
5
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2
8
1
6
4
PLANTING NOTES:
1.ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARDS FOR
NURSERY STOCK (ANSI Z60.1-2004).
2.FOR SHRUBS AND TREES DIG PLANTING HOLE A MINIMUM OF 2X THE WIDTH OF THE ROOTBALL.
SCARIFY THE SUBGRADE AND SIDES OF PLANTING HOLE WHEN IN CLAY SOILS.
3.PROVIDE A COMPACTED BASE UNDER ROOTBALL AS SHOWN; PLACE TOP OF ROOTBALL 1”
ABOVE FINISH GRADE.
4.LIFT AND SET TREE BY ROOTBALL ONLY. DO NOT LIFT USING THE TREE TRUNK AND DO NOT USE
TRUNK AS A LEVER.
5.FOR BALLED AND BURLAPED TREES AND SHRUBS; REMOVE TOP 1/3 OF BURLAP, STRAPS AND
WIRE. FOR CONTAINER PLANTS; REMOVE CONTAINER AND UNTWIST ANY GIRDLING ROOTS.
6.BACKFILL AROUND ROOTBALL WITH PLANTING SOIL MIX OR STRUCTURAL SOIL AS SPECIFIED.
7.PLANTING SOIL BACKFILL SHALL CONSIST OF: 1/3 BY VOLUME (33%) PASTEURIZED, PH
BALANCED COMPOSTED COW MANURE; 1/3 BY VOLUME (33%) TOPSOIL OR MANUFACTURED
TOPSOIL; 1/3 BY VOLUME (33%) NATIVE SUBSOIL.
8.STRUCTURAL SOIL BACKFILL SHALL CONSIST OF: 4/5 BY VOLUME (80%) CRUSH ANGULAR STONE
(GRANITE) GRADED FROM ¾” - 1 ½” DIAMETER; AND 1/5 BY VOLUME (20%) PH BALANCED HEAVY
CLAY LOAM; THOROUGHLY MIXED AND COMPACTED IN PLACE TO 85% MODIFIED PROCTOR
MAXIMUM DRY DENSITY. (STRUCTURAL SOIL VOLUME MAY BE USED FOR STORMWATER
DETENTION FOLLOWING DHEC CALCULATIONS).
9.CONSTRUCT AN EARTH SAUCER AROUND ROOTBALL AS A WATER RETENTION BASIN.
10.WATER PLANT HOLE THROUGHLY TO SETTLE PLANTING SOIL BACKFILL AND REMOVE VOIDS.
11.STAKE TREES WITH 2” X 2” WOOD STAKES SUFFICIENT IN LENGTH TO BE DRIVEN INTO
UNDISTURBED SOIL A MINIMUM OF 18” AND TO GUY TO TREE TRUNK BELOW THE FIRST
BRANCHES. STAKES SHOULD BE SPACED EQUALLY ACROSS FROM AND IN LINE WITH THE
TRUNK PARALLEL TO THE PREVAILING WIND.
12.APPLY 3” MULCH AS SPECIFIED. LEAVE A 2”SPACE AROUND THE TRUNK FOR AIR CIRCULATION.
13.DO NOT PRUNE TREES OR LARGE SHRUBS UNLESS DIRECTED BY ARBORIST.
14.PRUNING SHALL BE LIMITED TO DEAD, DISEASED OR BROKEN BRANCHES; AND BE IN
ACCORDANCE WITH ANSI A300 SPECIFICATIONS.
15.REMOVE IMMEDIATELY FROM SITE ANY DEAD OR REJECTED PLANT MATERIALS.
LANDSCAPING REQUIREMENTS
CODE
SECTION REQUIRED PROPOSED
§ 3.4.5 FOUNDATION PLANTINGS
REQUIRED 5 FT 15 FT
§ 3.4.6 BUFFER TYPE C-(R-T)
REQUIRED 40 FT OR 20 FT ALTERNATIVE
40FT / 20 FT WITH
SCREENING FENCE
CANOPY TREES
UNDERSTORY TREES
MEDIUM SHRUBS
PROPOSED LEGEND
LARGE EVERGREEN SHRUBS
SMALL SHRUBS
JM
MK SC
DR
S:
\
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SC
O
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D
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E
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OW
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/

D
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L
O
P
E
R
DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
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B
O
G
E
N

E
X
P
A
N
S
I
O
N
S.
C
.

H
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N
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O
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&

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2
2
0
4
5
6
,

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L
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T
T
E
,

N
C

2
8
2
2
2
-
0
4
5
6
19
5
7

S
E
N
N
E
B
O
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N

T
R
A
I
L
ST
A
N
L
E
Y
,

N
C

2
8
1
6
4
C6.1
LANDSCAPE
DETAILS
JM
MK
SC
SC
SET 1" OF ROOTBALL ABOVE FINISHED
GRADE OR ACCORDING TO SPECIES
AND DRAINAGE CONDITIONS. NO SOIL
OVER ROOTBALL.
RIPPED SUBSOIL TO A DEPTH OF
12" MIN. FOR SHRUBS (3" FOR
GROUNDCOVER) - RETAMP TO
PREVENT SETTLING
CUT AND REMOVE BURLAP
FROM TOP 1/3 OF
ROOTBALL
FINISHED GRADE
SPACE PLANTS AS SHOWN ON
PLAN OR PLANT LIST
ROTOTILL NATIVE SOIL - AMEND
WITH COMPOST - BACKFILL IN
9" LAYERS WATERING EACH
BUILD 3"-4" SAUCER AROUND PIT -
INVERT OF SAUCER TO MATCH
FINISH GRADE OR AS DIRECTED BY
LANDSCAPE ARCHITECT - (DELETE
SAUCER IF IRRIGATED)
TWICE ROOTBALL DIA.
3" MULCH (1"-2" MAX. OVER
ROOTBALL), PULL BACK 3" FROM
TRUNK - INSTALL WEED CONTROL
FABRIC FOR GROUNDCOVERS
PLANTINGS)
SHRUB PLANTING AND GROUNDCOVER PLANTINGS
NOT TO SCALE
Sennebogen Real Estate LLC
SLT Enterprises, LLC
Curtis Phillips
Pamela W. Phillips
Mishelle S. Dean
Catherleen H. Sherrill
SE
N
N
E
B
O
G
E
N

T
R
A
I
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Pond
Old
HEAVY DUTY PAVEMENT OVERLAY
HEAVY DUTY PAVEMENT OVERLAY
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
L
O
D
L
O
D
LOD LOD
LOD
LOD
LOD
LOD
LODLO
D
LODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
OD
LOD
L
O
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L
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L O D
L
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LOD
LOD
LOD
LOD
LOD
LOD
LOD
SD
SD
SD
SDSD
SD
PROPOSED LIMIT OF DISTURBANCE = 0.74 AC
TEMPORARY SILT FENCE (TYP)
SEE DETAIL
MH-504
FES-1
(TEMPORARY)
MH-506
MH-507
MH-508MH-505
OW
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/

D
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L
O
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
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B
O
G
E
N

E
X
P
A
N
S
I
O
N
S.
C
.

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2
2
2
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4
5
6
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5
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C7.0
EROSION
CONTROL PLAN
PHASE 1
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
EROSION CONTROL LEGEND
TEMPORARY HARDWARE CLOTH AND
GRAVEL INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE
TEMPORARY CONCRETE WASHOUT
TEMPORARY SILT SACK INLET
PROTECTION
TEMPORARY CURB INLET FILTER
TEMPORARY ROCK CHECK DAM
TEMPORARY SILT FENCE OUTLET
TEMPORARY ROCK PIPE INLET
PROTECTION
LOD
TEMPORARY SILT FENCE
LIMITS OF DISTURBANCE
TEMPORARY BAFFLES
TEMPORARY ROCK SEDIMENT DIKE
TEMPORARY DIVERSION
CONSTRUCTION SEQUENCE (PHASE 1):
1.AFTER OBTAINING APPROVAL OF EROSION CONTROL PLAN APPLY FOR NCG01 CERTIFICATE OF COVERAGE (COC)
BEFORE ANY LAND DISTURBING ACTIVITIES CAN OCCUR. THE CERTIFICATE OF COVERAGE CAN BE OBTAINED BY FILLING
OUT THE ELECTRONIC NOTICE OF INTENT (E-NOI) FORM AT DEQ.NC.GOV/NCG01. PLEASE NOTE, THE E-NOI FORM MAY
ONLY BE FILLED OUT ONCE THE SEDIMENT AND EROSION CONTROL PLAN HAS BEEN APPROVED.
2.ONCE COC HAS BEEN RECEIVED PROVIDE A COPY TO THE LINCOLN COUNTY NATURAL RESOURCES DEPARTMENT AND
SCHEDULE AN ONSITE PRE-CONSTRUCTION CONFERENCE AT LEAST 48 HOURS PRIOR TO BEGINNING ANY LAND
DISTURBING ACTIVITY.
3.INSTALL A RAIN GAUGE ON THE SITE AND MAINTAIN A WRITTEN RECORD OF AMOUNTS OF ALL RAINFALL AND DATES.
4.MARK CONSTRUCTION LIMITS.
5.INSTALL SILT FENCE, SILT FENCE OUTLETS AND CONSTRUCTION ENTRANCE.
6.CALL LINCOLN COUNTY NATURAL RESOURCES FOR FIRST INSPECTION.
7.INSTALL TEMPORARY DIVERSION DITCHES, SKIMMER BASIN AND TEMPORARY ROCK CHECK DAMS.
8.CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHEN EROSION CONTROL MEASURES ARE
APPROVED, BEGIN CONSTRUCTION.
9.ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE CONSTRUCTION BEGINS.
10.CLEAR AND GRUB SITE, DISPOSE OF ANY TREES, TRIMMING, STUMPS AND BRUSH.
11.ALLOW FOR RUNOFF TO ENTER DROP INLETS AND MAINTAIN INLET PROTECTION.
12.COMPLETE SITE CONSTRUCTION WITHIN THE PROJECT LIMITS AND STABILIZE SITE.
13.SKIMMER BASIN MUST REMAIN IN PLACE UNTIL ALL CONTRIBUTING DRAINAGE AREA IS STABILIZED AND APPROVAL IS
RECEIVED FROM LINCOLN COUNTY NATURAL RESOURCES TO CLOSE THE SKIMMER BASIN.
14.MAINTAIN AND RECORD SELF INSPECTIONS PER 15A NCAC 04B.0131 OF NCDEQ FOR EACH PHASE OF PROJECT TO
ENSURE EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
15.MAINTAIN STORM WATER INSPECTION LOG PER NPDES PERMIT.
16.EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR DAYS AND
WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCHES PER 24 HOUR PERIOD.
17.AFTER THE SITE IS STABILIZED, INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS AND REMOVE
TEMPORARY EROSION CONTROL DEVICES. SPOT SEED AND MULCH ALL RESULTING BARE AREAS.
18.REQUEST PRE-FINAL INSPECTION FOR "PUNCH LIST" ITEMS.
19.REMOVE ALL EROSION CONTROL DEVICES, SPREADING AND SEEDING ACCUMULATED SEDIMENT. REMOVAL OF EROSION
CONTROL MEASURES SHALL BE APPROVED BY EROSION CONTROL INSPECTOR.
20.REQUEST FINAL INSPECTION FROM LINCOLN COUNTY NATURAL RESOURCES.
21.ONCE THE SITE IS COMPLETE AND STABILIZED WITH THE ESTABLISHMENT OF PERMANENT GROUNDCOVER AND
APPROVAL FROM LINCOLN COUNTY NATURAL RESOURCES HAS BEEN GIVEN TO CLOSE OUT THE EROSION AND
SEDIMENT CONTROL PLAN, THE PERMITTEES SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF
TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
EROSION CONTROL NOTES:
1.ALL PRACTICES ARE REFERENCED TO NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. IT IS
THE CONTRACTORS RESPONSIBILITY TO HAVE THE LATEST VERSION.
2.ALL DISTURBED AREAS SHALL BE STABILIZED PER THE TABLE ON THIS SHEET.
3.ANY BORROW OR WASTE MATERIAL SHALL BE TAKEN / PLACED ON A SITE THAT HAS AN ACTIVE APPROVED GRADING
PERMIT. IF THIS IS NOT OBTAINABLE, THEN CONTRACTOR MAY SUBMIT PLAN FOR APPROVAL TO NCDEQ PRIOR TO ANY
OFF-SITE BORROW / WASTE AREAS BEING DENUDED AND ANY GRADING OPERATIONS STARTED ON THIS SITE.
4.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THIS PLAN IS IN VIOLATION OF THE NCDEQ EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
5.GRADING MORE THAN ONE (1) ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE NCDEQ
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
6.SLOPES SHALL BE GRADED NO STEEPER THAN 2.5:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING.
7.DETERMINATION OF AREA AND CALCULATIONS FOR ACREAGE OF LAND BEING DISTURBED: AUTOCAD CIVIL 3D.
8.SOILS:CeB2 - CECIL SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES
WyC - PACOLET SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES
PeC2 - WYNOTT-WINNSBORO-ROWAN COMPLEX, 8 TO 15 PERCENT SLOPES
9.RECEIVING WATERSHED:KILLIAN CREEK
MAINTENANCE OF EROSION CONTROL MEASURES:
1.INSPECT SEDIMENT FENCE PERIODICALLY & AFTER EACH RAINFALL EVENT & REPLACE DAMAGED FABRIC IMMEDIATELY.
REMOVE EXCESS SEDIMENT DEPOSITS PROMPTLY. UPON STABILIZATION & APPROVAL OF DRAINAGE AREA, REMOVE
FENCING & RESTORE AREA TO GRADE.
2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN THE SEDIMENT DEPTH EQUALS 0.5 FEET DEPTH AT
THE FENCE. SILT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO ENSURE EFFECTIVENESS.
3.INSPECT INLET AND PIPE PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL (1
2 INCH OR GREATER).
CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
4.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1
2 INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE WADDLE AND EROSION FROM HIGH
FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. ADD STONES TO DAMS AS NEEDED TO
MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
5.INSPECT TEMPORARY SEEDED AREAS WITHIN 6 WEEKS OF PLANTING TO VERIFY ADEQUATE STANDS. FERTILIZE, RESEED
& REMULCH DAMAGED & SPARSE AREAS IMMEDIATELY. TACK MULCH & REPLACE AS NECESSARY. CONTINUE INSPECTIONS
UNTIL VEGETATION IS WELL ESTABLISHED.
6.INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS FOR EROSION AROUND APRON & FOR STONE DISPLACEMENT.
REPAIR IMMEDIATELY WITH SIMILAR SIZED STONES.
7.INSPECT PERMANENT SEEDED AREAS FOR EROSION OR DIE-OUT FOR 1 YEAR. REPAIR DAMAGED, BARE, OR SPARSE
AREAS BY FILLING GULLIES, REFERTILIZING, RESEEDING, MULCHING & TACKING.
8.THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE EROSION CONTROL MEASURES AND SHALL ADD
ADDITIONAL MEASURES AS NEEDED TO COMPLY WITH THE NORTH CAROLINA SEDIMENT CONTROL LAW AND LOCAL
AUTHORITIES.
9.NO ADJUSTMENTS WILL BE MADE TO THE CONTRACT PRICE FOR MAINTENANCE OF EROSION CONTROL MEASURES.
JM
MK
SC
SC
Sennebogen Real Estate LLC
SLT Enterprises, LLC
Curtis Phillips
Pamela W. Phillips
Mishelle S. Dean
Catherleen H. Sherrill
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HEAVY DUTY PAVEMENT OVERLAY
SD
SD
SDSD
SD
740
745
750
755
7
4
0
7
4
5
7
5
0
740
745
750
755
73
0
73
5
74
0
74
0
7
3
9
73
9
739
739
74
4
743
743
74
4
OS-2FES-1
37.7 LF 24" CMP @ 2.65%
SD
SD
L
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L O D LOD
L O D
L
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LO
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L
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LOD
LOD
LOD
LOD
LOD
LOD L O D L O D L O D L OD
LOD
LOD
L
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L
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LOD LOD
L O D
L O D
L O D LOD
L
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L
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L O D
LOD
L
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LOD
LOD
LO
D
LOD
LOD
LOD
L
OD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
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LODLOD
L
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LOD
LOD
LODLODLODLODLOD
LOD
LOD
LODLOD
L
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LODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
L O D
PROPOSED SLOPE DRAIN, SD-1
15" HDPE
TEMPORARY 2:1 SLOPES
TO BE SEEDED AND MATTED
WITH NAG SC150 OR EQUAL
DA-EC-1
AREA=326,900 SF (7.50 AC)
C=0.74
TEMPORARY SILT FENCE (TYP)
SEE DETAIL
PROPOSED LIMITS OF
DISTURBANCE = 7.41 AC
TEMPORARY CONCRETE WASHOUT
(SEE DETAIL)
TEMPORARY MINIMUM 25' W X 50' L
CONSTRUCTION ENTRANCE
(SEE DETAIL)
TEMPORARY DIVERSION DITCH (TYP)
SEE DETAIL
TEMPORARY ROCK
CHECK DAM (TYP)
SEE DETAIL
TEMPORARY SILT FENCE OUTLET (TYP)
SEE DETAIL
24" BYPASS PIPE
PROPOSED POROUS BAFFLES (TYP)
SEE DETAIL
TEMPORARY 2.5:1
EMBANKMENT SLOPES
TO BE SEEDED AND MATTED
TOP OF EMBANKMENT ELEV = 744.00
PROPOSED TEMPORARY
SEDIMENT BASIN
SKIMMER PIPE DIA: 2.00 IN
SKIMMER ORIFICE DIA: 1.25 IN
SKIMMER INVERT = 740.0
SKIMMER BASIN BOTTOM = 739.0
SEE DETAIL
PROPOSED SLOPE DRAIN, SD-5
15" HDPE
PROPOSED SLOPE DRAIN, SD-4
15" HDPE
PROPOSED SLOPE DRAIN, SD-3
15" HDPE
PROPOSED SLOPE DRAIN, SD-2
15" HDPE
TEMPORARY ROCK DAM
SEE DETAIL
TEMPORARY ROCK DAM
SEE DETAIL
TEMPORARY SILT FENCE OUTLET (TYP)
SEE DETAIL
MH-504
FES-1
(TEMPORARY)
MH-506
MH-507
MH-508
MH-505
DRAINAGE AREA
BOUNDARY (TYP)
TEMPORARY STOCKPILE/SPOILS AREA (TYP)
TEMPORARY ROCK WEIR
SILT FENCE OUTLET (TYP)
SEE DETAIL
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
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:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
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02/22/2024
8189.0823
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C7.1
EROSION
CONTROL PLAN
PHASE 2
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
EROSION CONTROL LEGEND
TEMPORARY HARDWARE CLOTH AND
GRAVEL INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE
TEMPORARY CONCRETE WASHOUT
TEMPORARY SILT SACK INLET
PROTECTION
TEMPORARY CURB INLET FILTER
TEMPORARY ROCK CHECK DAM
TEMPORARY SILT FENCE OUTLET
TEMPORARY ROCK PIPE INLET
PROTECTION
LOD
TEMPORARY SILT FENCE
LIMITS OF DISTURBANCE
TEMPORARY BAFFLES
TEMPORARY ROCK WEIR SILT FENCE OUTLET
TEMPORARY DIVERSION
CONSTRUCTION SEQUENCE (PHASE 2):
1.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL PHASE 1 EROSION CONTROL DEVICES
AND STRUCTURES.
2.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF PHASE 1 EROSION CONTROL
MEASURES.
3.FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR
TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
4.INSTALL ADDITIONAL SILT FENCE, SILT FENCE OUTLETS, CHECK DAMS, DIVERSION DITCHES, SKIMMER SEDIMENT
BASIN AND OTHER MEASURES AS SHOWN ON PLANS.
5.ALLOW FOR RUNOFF TO ENTER DROP INLETS AND MAINTAIN INLET PROTECTION.
6.COMPLETE SITE CONSTRUCTION WITHIN THE PROJECT LIMITS AND STABILIZE SITE.
7.SKIMMER BASIN MUST REMAIN IN PLACE UNTIL ALL CONTRIBUTING DRAINAGE AREA IS STABILIZED AND
APPROVAL IS RECEIVED FROM LINCOLN COUNTY NATURAL RESOURCES TO CLOSE THE SKIMMER BASIN.
8.MAINTAIN AND RECORD SELF INSPECTIONS PER 15A NCAC 04B.0131 OF NCDEQ FOR EACH PHASE OF PROJECT TO
ENSURE EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
9.MAINTAIN STORM WATER INSPECTION LOG PER NPDES PERMIT.
10.EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR
DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCHES PER 24 HOUR PERIOD.
11.AFTER THE SITE IS STABILIZED, INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS AND REMOVE
TEMPORARY EROSION CONTROL DEVICES. SPOT SEED AND MULCH ALL RESULTING BARE AREAS.
12.REQUEST PRE-FINAL INSPECTION FOR "PUNCH LIST" ITEMS.
13.REMOVE ALL EROSION CONTROL DEVICES, SPREADING AND SEEDING ACCUMULATED SEDIMENT. REMOVAL OF
EROSION CONTROL MEASURES SHALL BE APPROVED BY EROSION CONTROL INSPECTOR.
14.REQUEST FINAL INSPECTION FROM LINCOLN COUNTY NATURAL RESOURCES.
15.ONCE THE SITE IS COMPLETE AND STABILIZED WITH THE ESTABLISHMENT OF PERMANENT GROUNDCOVER AND
APPROVAL FROM LINCOLN COUNTY NATURAL RESOURCES HAS BEEN GIVEN TO CLOSE OUT THE EROSION AND
SEDIMENT CONTROL PLAN, THE PERMITTEES SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC
NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS
BEEN FILLED OUT.
JM
MK
SC
SC
Sennebogen Real Estate LLC
SLT Enterprises, LLC
Curtis Phillips
Pamela W. Phillips
Mishelle S. Dean
Catherleen H. Sherrill
SE
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HEAVY DUTY PAVEMENT OVERLAY
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WITH WALL
40' CLASS C BUFFER
50' SIDE SETBACK (ABUTTING RE
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20' SIDE SETBACK (INTERIOR)
50
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20' SIDE SETBACK (INTERIOR)
1111
73
0
73
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740
74
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75
0
7
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75
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L
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LOD
LOD
LOD
L O D
L O D
L O D
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L
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L O D
LOD L O D
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L
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L
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LO
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LOD
LOD
LOD
LOD
L
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LOD
L O D L O D L O D L O D
LOD
LOD
L
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L
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LOD LOD
L O D
L O D
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LO
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L
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L O D LOD
L
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L
O
D
LOD
LOD
LO
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LO
D
LOD
LOD
LOD
L
OD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
LODLOD
L
OD
LOD
LODLODLODLODLODLOD
LOD
LOD
LODLOD
L
O
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LODLODLODLODLODLODLOD
LOD
LOD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
TEMPORARY SILT FENCE (TYP)
SEE DETAIL
PROPOSED LIMITS OF
DISTURBANCE = 8.01 AC
TEMPORARY CONCRETE WASHOUT
(SEE DETAIL)
TEMPORARY MINIMUM 25' W X 50' L
CONSTRUCTION ENTRANCE
(SEE DETAIL)
PROPOSED BYPASS
PIPE SYSTEM
TEMPORARY HARDWARE CLOTH
AND GRAVEL INLET PROTECTION
(SEE DETAIL)
TEMPORARY SILT SACK
INLET PROTECTION
(SEE DETAIL)
DA-EC-1
AREA=406,550 SF (9.33 AC)
C=0.75
PROPOSED POROUS BAFFLES (TYP)
SEE DETAIL
PROPOSED 3:1 EMBANKMENT SLOPES
TO BE SEEDED AND MATTED
TOP OF EMBANKMENT ELEV = 743.00
PROPOSED TEMPORARY
SEDIMENT BASIN
SKIMMER PIPE DIA: 2.50 IN
SKIMMER ORIFICE DIA: 1.75 IN
SKIMMER INVERT = 740.00
SKIMMER BASIN BOTTOM = 739.00
SEE DETAIL
TEMPORARY ROCK DAM
SEE DETAIL
FES-500
MH-501
MH-502
MH-503
OS-600
FES-100
YI-101
MH-504
MH-102
MH-505
CB-103 MH-104
MH-506
CB-301
CB-300
MH-507
MH-508
DI-400
DI-401
DI-402
DI-403
DI-113
DI-112
DI-111
DI-110
DI-109
DI-108
DI-107
DI-106
DI-105
TEMPORARY SILT FENCE OUTLET (TYP)
SEE DETAIL
PROPOSED 20' WIDE
EMERGENCY SPILLWAY
WITH CLASS B RIPRAP
SEE DETAIL
PROPOSED 3:1 SLOPES TO BE SEEDED
AND MATTED WITH NORTH AMERICAN
GREEN SC150 OR APPROVED EQUAL
PROPOSED 3:1 SLOPES TO BE SEEDED
AND MATTED WITH NORTH AMERICAN
GREEN SC150 OR APPROVED EQUAL
TEMPORARY STOCKPILE/SPOILS AREA (TYP)
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
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C
T

D
E
S
C
R
I
P
T
I
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N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
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02/22/2024
8189.0823
SE
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C7.2
EROSION
CONTROL PLAN
PHASE 3
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
EROSION CONTROL LEGEND
TEMPORARY HARDWARE CLOTH AND
GRAVEL INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE
TEMPORARY CONCRETE WASHOUT
TEMPORARY SILT SACK INLET
PROTECTION
TEMPORARY CURB INLET FILTER
TEMPORARY ROCK CHECK DAM
TEMPORARY SILT FENCE OUTLET
TEMPORARY ROCK PIPE INLET
PROTECTION
LOD
TEMPORARY SILT FENCE
LIMITS OF DISTURBANCE
TEMPORARY BAFFLES
TEMPORARY ROCK SEDIMENT DIKE
TEMPORARY DIVERSION
CONSTRUCTION SEQUENCE (PHASE 3):
1.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL PHASE 2 EROSION CONTROL DEVICES
AND STRUCTURES.
2.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF PHASE 2 EROSION CONTROL
MEASURES.
3.FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR
TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
4.INSTALL ANY ADDITIONAL SILT FENCE, SILT FENCE OUTLETS, INLET PROTECTION SKIMMER SEDIMENT BASIN AND
OTHER MEASURES AS SHOWN ON PLANS.
5.ALLOW FOR RUNOFF TO ENTER DROP INLETS AND MAINTAIN INLET PROTECTION.
6.COMPLETE SITE CONSTRUCTION WITHIN THE PROJECT LIMITS AND STABILIZE SITE.
7.SKIMMER SEDIMENT BASIN MUST REMAIN IN PLACE UNTIL ALL CONTRIBUTING DRAINAGE AREA IS STABILIZED AND
APPROVAL IS RECEIVED FROM LINCOLN COUNTY NATURAL RESOURCES TO CLOSE THE SKIMMER SEDIMENT
BASIN.
8.MAINTAIN AND RECORD SELF INSPECTIONS PER 15A NCAC 04B.0131 OF NCDEQ FOR EACH PHASE OF PROJECT TO
ENSURE EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
9.MAINTAIN STORM WATER INSPECTION LOG PER NPDES PERMIT.
10.EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR
DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCHES PER 24 HOUR PERIOD.
11.AFTER THE SITE IS STABILIZED, INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS AND REMOVE
TEMPORARY EROSION CONTROL DEVICES. SPOT SEED AND MULCH ALL RESULTING BARE AREAS.
12.REQUEST PRE-FINAL INSPECTION FOR "PUNCH LIST" ITEMS.
13.REMOVE ALL EROSION CONTROL DEVICES, SPREADING AND SEEDING ACCUMULATED SEDIMENT. REMOVAL OF
EROSION CONTROL MEASURES SHALL BE APPROVED BY EROSION CONTROL INSPECTOR.
14.REQUEST FINAL INSPECTION FROM LINCOLN COUNTY NATURAL RESOURCES.
15.ONCE THE SITE IS COMPLETE AND STABILIZED WITH THE ESTABLISHMENT OF PERMANENT GROUNDCOVER AND
APPROVAL FROM LINCOLN COUNTY NATURAL RESOURCES HAS BEEN GIVEN TO CLOSE OUT THE EROSION AND
SEDIMENT CONTROL PLAN, THE PERMITTEES SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC
NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS
BEEN FILLED OUT.
JM
MK
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SD
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SD SD SD
SD
SD
G 751.22
G 751.09
MH-504
FES-500
740
745
739
741
742
743
744
746
747
74
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9
74
1
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1
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2
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2
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3
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3
730
73
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735
740
745
PROPOSED SAND FILTER AREA
TOP OF EMBANKMENT = 743.00
EMERGENCY SPILLWAY = 741.50
TOP OF RISER = 741.25
TOP OF SAND LAYER = 739.00
SAND FILTER FILTRATION AREA = 1,566 SF
TOTAL SAND FILTER VOLUME = 61,391 CF
SEE DETAILS THIS SHEET
PROPOSED RIPRAP BERM
TOP ELEVATION = 741.00
PROPOSED 10'
EMBANKMENT TOP WIDTH
ELEVATION = 746.00
PROPOSED FOREBAY
BOTTOM ELEVATION = 739.00
PROPOSED 20' WIDE CLASS B RIPRAP
SPILLWAY ON GEOTEXTILE FABRIC
ELEVATION = 741.50
PROPOSED CLASS B RIPRAP APRON
ON GEOTEXTILE FABRIC
PROPOSED 240 LF PERFORATED
6" SCH. 40 PVC UNDERDRAIN @
MIN 0.5% SLOPE
PROPOSED 10 LF SOLID 6" SCH.
40 PVC UNDERDRAIN @ MIN 0.5%
SLOPE WITH 45 DEG BEND
PROPOSED 4'X4' INSIDE
DIMENSIONS CONCRETE
RISER STRUCTURE
PROPOSED 12' SCM
ACCESS DRIVE
PROPOSED STORMWATER
MAINTENANCE EASEMENT
PROPOSED DISCHARGE
VELOCITY FOR 10-YR
STORM IS 5.78 FT/S
PROPOSED CLASS B RIPRAP APRON
ON GEOTEXTILE FABRIC
EXISTING STREAM BUFFER
EXISTING STREAM
PROPOSED RETAINING WALL.
SEE SITE AND GRADING PLAN
SHEETS FOR MORE INFORMATION
29
'
54'
17'
14
1
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5
9
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30'
33
'
7.5'
19.5'
17
'
2
2
.
5
'
7
.
5
'
20'
20'
MH-501
MH-502
MH-503
OS-600
YI-201
YI-200
YI-101
FES-100
YI-202
20'
S:
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GRAPHIC SCALE
0
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20 40 8040

C8.0
SCM PLAN AND
DETAILS
JM
JT SC
JM
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
OW
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
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C
T

D
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:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
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-
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02/22/2024
8189.0823
SE
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BW 874.50
PROPOSED LEGEND
722
720
HP 874.50
MATCH EX ±874.50
SD
SD
G 874.50
BC 874.50
TC 874.50
TW 874.50
TC 874.50
BC 874.00
GRADE SPOT ELEVATION
BOTTOM OF CURB SPOT ELEVATION
TOP OF CURB SPOT ELEVATION
TOP/BOTTOM OF CURB SPOT ELEVATION
TOP OF WALL SPOT ELEVATION
BOTTOM OF WALL SPOT ELEVATION
HIGH POINT SPOT ELEVATION
MATCH EXISTING SPOT ELEVATION
PROPERTY LINE
RIGHT-OF-WAY LINE
MINOR CONTOUR
MAJOR CONTOUR
STORM PIPE
CATCH BASIN
STORM MANHOLE
OPEN THROAT CATCH BASIN
FLARED END SECTION
30" RCP OUTFLOW PIPE
INV OUT = 737.00
INSTALL DRAINAGE STRUCTURE
STEPS PER NCDOT STD# 840.66
RISER STRUCTURE
NOT TO SCALE
0.5'4.0'0.5'1.0'1.0'
1.
2
5
'
TOP OF CONCRETE RISER
INV = 741.25
RISER STRUCTURE INVERT= 737.00
ANTI-FLOATATION CONCRETE
7'X7'X1.25'
4.
2
5
'
PROVIDE REMOVABLE ACCESS HATCH IN TRASH RACK.
TRASH RACK HATCH SHALL BE LOCKABLE
4'
4'X4' INSIDE DIMENSIONS
6" WALL THICKNESS
TRASH RACK
SEE DETAIL
6" SCH. 40 PVC PIPE FROM
UNDERDRAIN SYSTEM
INV OUT = 737.00
TOP OF SAND FILTER MEDIA = 738.75
TOP OF 3" GRAVEL LAYER = 739.00
24"W X 6"H ORIFICE
INV = 740.75
24"W X 8"H ORIFICE
INV = 739.50
2.
0
'
TOP OF CHOKING STONE= 737.75
8"
6"
24"
24"
TOP OF NO. 57 GRAVEL= 737.58
YI-101 TO FES-500 (SAND FILTER PROFILE -0+25 TO 4+00)
726
727
728
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
725
726
727
728
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
-0+250+001+002+003+004+00
0+001+002+003+004+00
OS-600
30" RCP
MH-502
30" RCP
MH-501
30" RCP
FES-500
PROPOSED GRADE
EXISTING GRADE
PROPOSED TOP OF EMBANKMENT = 746.00
PROPOSED EMERGENCY SPILLWAY = 744.50
SPILLWAY DISCHARGES AT DIFFERENT
LOCATION FROM PIPE SYSTEM.
SHOWN FOR ELEVATION REFERENCE ONLY.
PROPOSED 3" LAYER OF NO. 57 STONE
PROPOSED 10" LAYER NO. 57 STONE
PROPOSED MINIMUM 12"
LAYER OF ASTM C-33 SAND
PROPOSED 44 LF PERFORATED 6"
SCH. 40 PVC PIPE @ 0.5% (5 RUNS)
PROPOSED 10 LF SOLID WALL
6" SCH. 40 PVC PIPE @ 0.5%
PROPOSED RIPRAP FOREBAY BERM
FES-100
36" HD
P
E
YI-101
100-YR ELEV = 741.99
50-YR ELEV = 741.87
25-YR ELEV = 741.71
10-YR ELEV = 741.41
2-YR ELEV = 740.45
1-YR ELEV = 740.09
PROPOSED 12" PERFORATED CMP STAND PIPE
WITH 12" SOLID WALL CMP THROUGH BERM
PROPOSED CLASS B RIPRAP APRON
PROPOSED GRADE
PROPOSED 2" LAYER CHOKING STONE
S:
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C8.1
SCM PLAN AND
DETAILS
JM
JT SC
JM
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
OW
N
E
R

/

D
E
V
E
L
O
P
E
R
DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
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2
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TOP OF GRAVEL LAYER = 739.00
TOP OF SAND LAYER = 738.75
TOP OF CHOKING STONE = 737.75
3" NO. 57 GRAVEL LAYER
6" PERFORATED SCHEDULE 40 PVC UNDERDRAIN
PIPES @ MINIMUM 0.5% SLOPE.PERFORATIONS
SHALL BE PER AASHTO M278.
SAND FILTER SECTION
NOT TO SCALE
NON WOVEN GEOTEXTILE FILTER FABRIC
MIN. 12" CLEAN WASHED ASTM C33
SAND FILTER LAYER ABOVE TOP OF UNDERDRAIN
BOTTOM OF NO. 57 STONE LAYER = 737.00
TOP OF NO. 57 GRAVEL = 737.58
SAND FILTER ELEVATIONS
BOTTOM OF NO. 57 STONE = 737.00
TOP OF NO. 57 STONE = 737.58
TOP OF CHOKING STONE = 737.75
TOP OF SAND = 738.75
TOP OF SURFACE STONE = 739.00
TOP OF RISER = 741.25
EMERGENCY SPILLWAY = 741.50
TOP OF EMBANKMENT = 743.00
1-YR WSEL = 740.09
2-YR WSEL = 740.45
10-YR WSEL = 741.41
25-YR WSEL = 741.71
50-YR WSEL = 741.87
100-YR WSEL = 741.99
1111
11
20
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20' CLASS C BUFFER
WITH WALL
40' CLASS C BUFFER
50' SIDE SETBACK (ABUTTING RE
S
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)
20' SIDE SETBACK (INTERIOR)
50
'

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20
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20' SIDE SETBACK (INTERIOR)
1111
Sennebogen Real Estate LLC
SLT Enterprises, LLC
Curtis Phillips
Pamela W. Phillips
Mishelle S. Dean
Catherleen H. Sherrill
SE
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HEAVY DUTY PAVEMENT OVERLAY
HEAVY DUTY PAVEMENT OVERLAY
0+00
1+00
2+00
3+00
4+
0
0
5+
0
0
6+
0
0
7+
0
0
7+
2
6
.
3
9
0+
0
0
1+
0
0
1+
0
5
.
9
6
SD
SD
SD
SD
0+00 1+00 2+00
3+
0
0
4+
0
0
5+
0
0
6+
0
0
6+
1
5
.
9
6
SD
SD
0+
0
0
0+
5
4
.
1
4
0
+
0
0
1
+
0
0
2+
0
0
3+00
4+00
5+00 6+00 7+00
7+34.77SD
SD
SD
SD
SD
SD
SD
SD
SD
0+
0
0
1+
0
0
2+
0
0
3+
0
0
3+
8
9
ALIGNMENT=STORM 400
STATION=5+12.83
OFFSET=1.05L
NORTHING=614160.40
EASTING=1399229.90
SDSD
755
760
765
770
7
3
0
730
735
740
74
0
740
745
74
5
745
7
5
0
7
5
0
75
0
75
0
750
750
75
0
75
0
755
75
5
75
5
760
76
0
76
0
76
5
76
5
77
0
77
0
770755
76
0
75
3
754
756
757
758
75
9
76
5
77
0
76
6
76
7
76
8
76
9
770775
8''F
SS
SS
SS
2''W
DA-403
AREA= 21,975.17 SF (0.50 AC)
C= 0.90
DA-402
AREA= 21,228.94 SF (0.49 AC)
C= 0.92
DA-401
AREA= 11,521.60 SF (0.26 AC)
C= 0.85
DA-400
AREA= 31,957.02 SF (0.73 AC)
C= 0.78
DA-113
AREA= 5,798.79 SF (0.13 AC)
C= 0.85
DA-112
AREA= 6,942.03 SF (0.16 AC)
C= 0.92
DA-111
AREA= 6,972.34 SF (0.16 AC)
C= 0.92
DA-110
AREA= 7,327.62 SF (0.17 AC)
C= 0.92
DA-106
AREA= 6,171.72 SF (0.14 AC)
C= 0.92
DA-105
AREA= 10,928.89 SF (0.25 AC)
C= 0.78
DA-109
AREA= 6,941.92 SF (0.16 AC)
C= 0.92
DA-108
AREA= 4,899.53 SF (0.11 AC)
C= 0.92
DA-107
AREA= 4,992.40 SF (0.11 AC)
C= 0.92
DA-203
AREA= 25,986.89 SF (0.60 AC)
C= 0.71
DA-202
AREA= 25,620.97 SF (0.59 AC)
C= 0.88
DA-201
AREA= 24,346.73 SF (0.56 AC)
C= 0.88
DA-101
AREA= 30,620.50 SF (0.70 AC)
C= 0.81
DA-200
AREA= 24,911.81 SF (0.57 AC)
C= 0.88
DA-103
AREA= 10,185.71 SF (0.23 AC)
C= 0.92
DA-300
AREA= 8,822.24 SF (0.20 AC)
C= 0.92
DA-301
AREA= 20,606.92 SF (0.47 AC)
C= 0.92
DA-600
AREA= 26,239.12 SF (0.60 AC)
C= 0.60
MH-508
DI-400
MH-507
DI-107
DI-106
DI-105
DI-113
DI-112
DI-111
DI-109
DI-108
DI-110
DI-403
DI-402
DI-401
CB-301
CB-300
MH-506
MH-505
CB-103
YI-203
MH-102
MH-503
MH-504
YI-200
YI-201
YI-202
YI-101
FES-100
OS-600
MH-502
MH-501
FES-500
50 LF 15" HDPE @ 1.00%
50 LF 15" HDPE @ 1.00%
50 LF 18" HDPE @ 1.00%
40 LF 18" HDPE @ 1.00%
81 LF 18" HDPE @ 2.00%
37 LF 18" CLASS IV RCP @ 4.00%
70 LF 30" CLASS IV RCP @ 2.00%
119 LF 18" CLASS IV RCP @ 1.00%
171 LF 18" CLASS IV RCP @ 1.00%
37 LF 24" CLASS IV RCP @ 3.60%
47 LF 24" CLASS IV RCP @ 4.00%
158 LF 24" HDPE @ 2.35%
59 LF 24" CLASS IV RCP @ 5.00%
46 LF 15" CLASS IV RCP @ 3.00%
205 LF 24" CLASS IV RCP @ 3.58%
120 LF 18" CLASS IV RCP @ 1.00%
20 LF 30" RCP @ 2.00%
54 LF 30" RCP @ 1.00%
49 LF 30" RCP @ 5.00%
124 LF 30" HDPE @ 3.47%
206 LF 24" CLASS IV RCP @ 3.60%
52 LF 36" HDPE @ 2.00%
97 LF 15" HDPE @ 1.00%
98 LF 18" HDPE @ 1.00%
99 LF 24" HDPE @ 1.00%
95 LF 24" HDPE @ 1.00%
50 LF 18" HDPE @ 1.00%
29 LF 18" HDPE @ 1.00%
50 LF 18" HDPE @ 1.00%20 LF 30" RCP @ 5.00%
168 LF 24" HDPE @ 4.00%
S:
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
40
20 40 8040

C8.2
INLET DRAINAGE
AREAS
JM
MK SC
SC
R
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
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DRAWING TITLE:
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DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
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REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
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DESIGN REVISIONS 4/3/2024
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02/22/2024
8189.0823
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BW 874.50
PROPOSED LEGEND
722
720
HP 874.50
MATCH EX ±874.50
SD
SD
G 874.50
BC 874.50
TC 874.50
TW 874.50
TC 874.50
BC 874.00
GRADE SPOT ELEVATION
BOTTOM OF CURB SPOT ELEVATION
TOP OF CURB SPOT ELEVATION
TOP/BOTTOM OF CURB SPOT ELEVATION
TOP OF WALL SPOT ELEVATION
BOTTOM OF WALL SPOT ELEVATION
HIGH POINT SPOT ELEVATION
MATCH EXISTING SPOT ELEVATION
PROPERTY LINE
RIGHT-OF-WAY LINE
MINOR CONTOUR
MAJOR CONTOUR
STORM PIPE
CATCH BASIN
STORM MANHOLE
OPEN THROAT CATCH BASIN
FLARED END SECTION
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CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
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T

D
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R
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P
T
I
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N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
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02/22/2024
8189.0823
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C9.0
EROSION
CONTROL
DETAILS
SEEDING SPECIFICATIONS
3:1 SLOPES OR FLATTER
1.APPLY AGRICULTURAL LIME AT THE RATE OF 90 LBS./L000 S.F.
2.APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F.
3.SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
DATE TYPE PLANTING RATE
AUGUST 15 - NOVEMBER 1 TALL FESCUE 300 LBS./AC. OR 7 LBS./L000 S.F.
*NOVEMBER 1 - MARCH 1 TALL FESCUE 300 LBS./AC. OR 7 LBS./L000 S.F.
AND ABRUZZI RYE 25 LBS./AC. OR .5 LB./L000 S.F.
MARCH 1 - APRIL 15 TALL FESCUE 300 LBS./AC. OR 7 LBS./1000 S.F.
APRIL 15 - JULY 30 HULLED COMMON 30 LBS./AC. OR 1 LB./L000 S. F.
BERMUDA GRASS
JULY 15 - AUGUST 15 TALL FESCUE AND 300 LBS./AC. OR 7 LBS./1000 S.F.
BROWNTOP MILLET 35 LBS./AC. OR 7/8 LB./L000 SF
OR SORGHUM SUDAN 30 LBS./AC. OR 3/4 LB./L000 SF
HYBRIDS
4.MULCH WITH STRAW APPLIED AT THE RATE OF 1.5 BALES/1000 S.F.
*HEAVILY MULCHED DURING JANUARY-MARCH PERIOD.
SLOPES GREATER THAN 3:1 TO 2:1 SLOPES
1.APPLY AGRICULTURAL LIME AT THE RATE OF 90 LBS./1000 S.F.
2.APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS./1000 S.F.
3.SEED IN ACCORDANCE WITH HE FOLLOWING SCHEDULE AND APPLICATION RATES:
DATE TYPE PLANTING RATE
MARCH 1 - JUNE 1 SERICEA LESPEDEZA 50 LBS./AC. OR 1.5 LBS./L000 SF
MARCH - APRIL ADD TALL FESCUE 50 LBS./AC. OR 3.5 LBS./L000 SF
OR
MARCH - JUNE ADD WEEPING 5 LBS./AC. OR 1/8 LBS./1000 SF
LOVEGRASS
JUNE - SEPTEMBER 1 TALL FESCUE AND 60 LBS./AC. OR 1.5 LBS./L000 SF
BROWNTOP MILLET 35 LBS./AC. OR 7/8 LBS./1000 SF
OR SORGHUM SUDAN 30 LBS./AC. OR 3/4 LBS./1000 SF
HYBRIDS
SEPTEMBER - MARCH 1 SERICEA LESPEDEZA 70 LBS./AC. OR 3/4 LBS./L000 SF
(UNHULLED - UNSCARIFIED)
TALL FESCUE OR 150 LBS./AC. OR 3.5 LBS./L000 S.F.
MILLET OR SUDAN 20 LBS./AC. OR L/2 LB./L000 S.F.
***TEMPORARY - RESEED SEPTEMBER 1 AT RECOMMENDED RATES.
4.MULCH WITH 3" STRAW APPLIED AT THE RATE OF 50-90 LBS./L000 S.F. AND ANCHOR
WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GALS./L000 S.F.
OR 800-1200 GALS./ACRE.
SEED BED PREPARATION NOTES:
1.SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2.AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP.
TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4" TO 6" DEEP.
3.LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT
FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4.IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS./L000 S.F. OF SUPERPHOSPHATE.
5.IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT.
6.LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING
SEEDBED PREPARATION.
STABILIZATION TIMEFRAMES
PERIMETER DIKES, DITCHES, SWALES, AND SLOPES - 7 DAYS
HIGH QUALITY WATER (HQW) ZONES - 7 DAYS
SLOPES GREATER THAN 3:1 - 7 DAYS
(IF SLOPES ARE LESS THAN 10' IN LENGTH AND ARE NOT STEEPER THAN 2:1, TIME CAN BE
EXTENDED TO 14 DAYS)
SLOPES 3:1 OR FLATTER - 14 DAYS
(7 DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH)
ALL OTHER AREAS WITH SLOPES 4:1 OR FLATTER - 14 DAYS
(EXCEPT FOR PERIMETERS AREAS AND HWQ ZONES, 7 DAYS)
INSPECTION REQUIREMENTS
PER NCDENR:
EFFECTIVE OCTOBER 1, 2010 PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST
INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED. AELF-INSPECTION REPORTS ARE REQUIRED. A SAMPLE
SELF-INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF-INSPECTION PROGRAM, CAN BE
FOUND ON THE NCDENR LAND QUALITY WEBSITE AT:
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
JM
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
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D
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T
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:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
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8189.0823
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C9.1
EROSION
CONTROL
DETAILS
3' FILTER FABRIC
ON GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY 6" OF UPPER
EDGE OF FILTER FABRIC
IN TRENCH
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
SILT FENCE
FRONT VIEW
SECTION VIEW
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
BURY WIRE FENCE, FILTER
FABRIC, & HARDWARE
CLOTH IN TRENCH
4' MIN.
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE
OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE
DEWATERING.
NOTE:
REFER TO NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, SECTION
NO. 6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS
REGARDING TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/EXIT.
SILT FENCE OUTLET NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
COMPACTED SOIL
FLOW
NOTE:
1. DIVERSIONS TO SERVE LONGER THAN 30 WORKING DAYS SHOULD BE SEEDED AND MULCHED AS SOON AS THEY ARE
CONSTRUCTED.
2. SETTLEMENT MUST BE REMOVED WHEN FILL HEIGHT REACHES 10%.
3. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
4. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
5. PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MACHINE REGRADING AND CLEANOUT.
6. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION.
7. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM
THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS
NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND
WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
JM
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
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C
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D
E
S
C
R
I
P
T
I
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N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
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8189.0823
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C10.0
SITE DETAILS
JM
MK
SC
SC
SUPPLEMENTAL VAN ACCESSIBLE SIGN
NOT TO SCALE
ACCESSIBLE PARKING AND SIGNAGE STANDARDS
NOT TO SCALE
NOT TO SCALE
TYPICAL LIGHT DUTY ASPHALT
NOT TO SCALE
TYPICAL HEAVY DUTY ASPHALT
SURFACE COURSE
2.0" SF9.5B SUPERPAVE
BASE COURSE
6.0" COMPACTED AGGREGATE BASE COURSE
SUBGRADE
SUBGRADE COMPACTED TO 100% AASHTO T99
SURFACE COURSE
1.5" SF9.5B SUPERPAVE
BASE COURSE
8.0" COMPACTED AGGREGATE BASE COURSE
SUBGRADE
SUBGRADE COMPACTED TO 100% AASHTO T99
INTERMEDIATE COURSE
2.5" I19.0C SUPERPAVE
TYPICAL GRAVEL DRIVEWAY
8'' COMPACTED WASHED STONE
SUBGRADE
SUBGRADE COMPACTED TO 100% AASHTO T99
NOT TO SCALE
NOTE: THESE ARE TYPICAL DETAILS, CONTRACTOR REFER TO GEOTECHNICAL REPORT AND
RECOMMENDATIONS REGARDING PAVEMENT SECTION TO BE USED AND SUITABILITY OF SUBGRADE.
NOT TO SCALE
TYPICAL CONCRETE PAVING
6"
8"
WELDED STEEL
FABRIC (ASTM A 185)
X X X 4,000 psi CONC.X
COMPACTED SUBGRADE
AGGREGATE BASE COURSE
NOT TO SCALE
12" THICK CONCRETE PAVING
NOT TO SCALE
12" THICK CONCRETE PAVING
WELDED STEEL
FABRIC (ASTM A 185)
X X X 4,000 psi CONC.X
#3 REBAR @ 4’-0” O.C. TRANSVERSE
ONE (1) LAYER OF #4 @ 4’-0” O.C.
4" CABC W/ 10MIL POLYETHYLENE
VAPOR BARRIER
4"
WELDED STEEL
FABRIC (ASTM A 185)
X X X 4,000 psi CONC.X
#4 REBAR @ 1’-0” O.C. TRANSVERSE
TWO (2) LAYERS OF #5'S @ 1’-0” O.C.
4" CABC4"
X X X X 12
"
12
"
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
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I
P
T
I
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N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
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B
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C11.0
DRAINAGE
DETAILS
JM
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
E
B
O
G
E
N

E
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DRAINAGE
DETAILS
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DRAWN BY:
CHECKED BY:
PROJECT NO:
DRAWING TITLE:
DRAWING NUMBER:
SEAL:
DATE:NO:REVISION DESC.
DRAWING REVISIONS
Copyright 2024 CES Group Engineers, LLP
PR
O
J
E
C
T

D
E
S
C
R
I
P
T
I
O
N
:
REVISED BY:
ISSUED BY:
CES Group Engineers, LLP
3525 Whitehall Park Drive, Suite 150
Charlotte, NC 28273
PH: 704.489.1500
www.ces-group.net
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CO. SEAL:
ISSUE DATE:
1
-
-
-
-
-
-
DESIGN REVISIONS 4/3/2024
-
-
-
-
-
-
-
-
-
-
-
-
02/22/2024
8189.0823
SE
N
N
E
B
O
G
E
N

E
X
P
A
N
S
I
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C12.0
UTILITY DETAILS
JM
MK
SC
SC