NHC TRC Plans (NH Scotts Hill ED Expansion) - 01-16-24_v1EXPA
N
S
I
O
N
FFE=
2
7
.
3
3
8W
SCALE: 1" = 40'
LEGEND
LOCATION MAPLOCATION MAP
*SITE*
M
A
G
-
D
A
T
E
SITE DATA TABLE
TH
E
L
I
N
E
S
H
O
W
N
A
B
O
V
E
I
S
E
X
A
C
T
L
Y
ON
E
I
N
C
H
L
O
N
G
A
T
T
H
I
S
S
H
E
E
T
S
OR
I
G
I
N
A
L
P
A
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LS
3
P
P
R
O
J
E
C
T
:
ORIG
SUBMISSION:
SHEET NAME:
SHEET:
A
1
DATE DESCRIPTION∆
2 3 4 5
B
C
D
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
COPYRIGHT 2023 ALL RIGHTS RESERVED. PRINTED ORELECTRONIC DRAWINGS AND DOCUMENTATION MAYNOT BE REPRODUCED IN ANY FORM WITHOUT WRITTENPERMISSION FROM LS3P ASSOCIATES LTD.
11
/
3
0
/
2
0
2
3
4
:
4
7
:
3
4
P
M
C-0
OVERALL SITE PLAN
74
0
1
-
2
3
1
4
7
1
1/16/24
15
1
S
c
o
t
t
s
H
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l
M
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d
i
c
a
l
D
r
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W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
1
1
NH
S
C
O
T
T
S
H
I
L
L
E
D
EX
P
A
N
S
I
O
N
DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
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NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PRO F E S SIO
N
A
L
ENGIN E E R
S E A L19851
PR
E
L
I
M
I
N
A
R
Y
8W
8W
8W
8W
8
W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
SCALE: 1" = 40'
M
A
G
-
D
A
T
E
TH
E
L
I
N
E
S
H
O
W
N
A
B
O
V
E
I
S
E
X
A
C
T
L
Y
ON
E
I
N
C
H
L
O
N
G
A
T
T
H
I
S
S
H
E
E
T
S
OR
I
G
I
N
A
L
P
A
G
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S
I
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LS
3
P
P
R
O
J
E
C
T
:
ORIG
SUBMISSION:
SHEET NAME:
SHEET:
A
1
DATE DESCRIPTION∆
2 3 4 5
B
C
D
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
COPYRIGHT 2023 ALL RIGHTS RESERVED. PRINTED ORELECTRONIC DRAWINGS AND DOCUMENTATION MAYNOT BE REPRODUCED IN ANY FORM WITHOUT WRITTENPERMISSION FROM LS3P ASSOCIATES LTD.
11
/
3
0
/
2
0
2
3
4
:
4
7
:
3
4
P
M
I-1
INVENTORY SITE PLAN
74
0
1
-
2
3
1
4
7
1
1/16/24
15
1
S
c
o
t
t
s
H
i
l
l
M
e
d
i
c
a
l
D
r
i
v
e
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
1
1
NH
S
C
O
T
T
S
H
I
L
L
E
D
EX
P
A
N
S
I
O
N
DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PRO F E S SIO
N
A
L
ENGIN E E R
S E A L19851
PR
E
L
I
M
I
N
A
R
Y
8W
8W
8W
8
W
8
W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
EXP
A
N
S
I
O
N
FFE=
2
7
.
3
3
SCALE: 1" = 30'
M
A
G
-
D
A
T
E
TH
E
L
I
N
E
S
H
O
W
N
A
B
O
V
E
I
S
E
X
A
C
T
L
Y
ON
E
I
N
C
H
L
O
N
G
A
T
T
H
I
S
S
H
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T
S
OR
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G
I
N
A
L
P
A
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S
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LS
3
P
P
R
O
J
E
C
T
:
ORIG
SUBMISSION:
SHEET NAME:
SHEET:
A
1
DATE DESCRIPTION∆
2 3 4 5
B
C
D
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
COPYRIGHT 2023 ALL RIGHTS RESERVED. PRINTED ORELECTRONIC DRAWINGS AND DOCUMENTATION MAYNOT BE REPRODUCED IN ANY FORM WITHOUT WRITTENPERMISSION FROM LS3P ASSOCIATES LTD.
11
/
3
0
/
2
0
2
3
4
:
4
7
:
3
4
P
M
C-1
GRADING, DRAINAGE, &
74
0
1
-
2
3
1
4
7
1
1/16/24
15
1
S
c
o
t
t
s
H
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l
l
M
e
d
i
c
a
l
D
r
i
v
e
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
1
1
NH
S
C
O
T
T
S
H
I
L
L
E
D
EX
P
A
N
S
I
O
N
DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PRO F E S SIO
N
A
L
ENGIN E E R
S E A L19851
PR
E
L
I
M
I
N
A
R
Y
EROSION CONTROL PLAN
8W
8W
8W
8
W
8
W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
EXP
A
N
S
I
O
N
FFE=
2
7
.
3
3
SCALE: 1" = 30'
M
A
G
-
D
A
T
E
TH
E
L
I
N
E
S
H
O
W
N
A
B
O
V
E
I
S
E
X
A
C
T
L
Y
ON
E
I
N
C
H
L
O
N
G
A
T
T
H
I
S
S
H
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T
S
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I
G
I
N
A
L
P
A
G
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S
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LS
3
P
P
R
O
J
E
C
T
:
ORIG
SUBMISSION:
SHEET NAME:
SHEET:
A
1
DATE DESCRIPTION∆
2 3 4 5
B
C
D
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
COPYRIGHT 2023 ALL RIGHTS RESERVED. PRINTED ORELECTRONIC DRAWINGS AND DOCUMENTATION MAYNOT BE REPRODUCED IN ANY FORM WITHOUT WRITTENPERMISSION FROM LS3P ASSOCIATES LTD.
11
/
3
0
/
2
0
2
3
4
:
4
7
:
3
4
P
M
C-2
74
0
1
-
2
3
1
4
7
1
1/16/24
15
1
S
c
o
t
t
s
H
i
l
l
M
e
d
i
c
a
l
D
r
i
v
e
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
1
1
NH
S
C
O
T
T
S
H
I
L
L
E
D
EX
P
A
N
S
I
O
N
DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PRO F E S SIO
N
A
L
ENGIN E E R
S E A L19851
PR
E
L
I
M
I
N
A
R
Y
UTILITY PLAN
8W
8W
8W
8
W
8
W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
EXP
A
N
S
I
O
N
FFE=
2
7
.
3
3
SCALE: 1" = 30'
M
A
G
-
D
A
T
E
TH
E
L
I
N
E
S
H
O
W
N
A
B
O
V
E
I
S
E
X
A
C
T
L
Y
ON
E
I
N
C
H
L
O
N
G
A
T
T
H
I
S
S
H
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E
T
S
OR
I
G
I
N
A
L
P
A
G
E
S
I
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LS
3
P
P
R
O
J
E
C
T
:
ORIG
SUBMISSION:
SHEET NAME:
SHEET:
A
1
DATE DESCRIPTION∆
2 3 4 5
B
C
D
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
COPYRIGHT 2023 ALL RIGHTS RESERVED. PRINTED ORELECTRONIC DRAWINGS AND DOCUMENTATION MAYNOT BE REPRODUCED IN ANY FORM WITHOUT WRITTENPERMISSION FROM LS3P ASSOCIATES LTD.
11
/
3
0
/
2
0
2
3
4
:
4
7
:
3
4
P
M
C-3
74
0
1
-
2
3
1
4
7
1
1/16/24
15
1
S
c
o
t
t
s
H
i
l
l
M
e
d
i
c
a
l
D
r
i
v
e
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
1
1
NH
S
C
O
T
T
S
H
I
L
L
E
D
EX
P
A
N
S
I
O
N
DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PRO F E S SIO
N
A
L
ENGIN E E R
S E A L19851
PR
E
L
I
M
I
N
A
R
Y
LAYOUT PLAN
TH
E
L
I
N
E
S
H
O
W
N
A
B
O
V
E
I
S
E
X
A
C
T
L
Y
ON
E
I
N
C
H
L
O
N
G
A
T
T
H
I
S
S
H
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E
T
S
OR
I
G
I
N
A
L
P
A
G
E
S
I
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E
LS
3
P
P
R
O
J
E
C
T
:
ORIG
SUBMISSION:
SHEET NAME:
SHEET:
A
1
DATE DESCRIPTION∆
2 3 4 5
B
C
D
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
COPYRIGHT 2023 ALL RIGHTS RESERVED. PRINTED ORELECTRONIC DRAWINGS AND DOCUMENTATION MAYNOT BE REPRODUCED IN ANY FORM WITHOUT WRITTENPERMISSION FROM LS3P ASSOCIATES LTD.
11
/
3
0
/
2
0
2
3
4
:
4
7
:
3
4
P
M
C-4.0
74
0
1
-
2
3
1
4
7
1
12/01/23
15
1
S
c
o
t
t
s
H
i
l
l
M
e
d
i
c
a
l
D
r
i
v
e
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
1
1
NH
S
C
O
T
T
S
H
I
L
L
E
D
EX
P
A
N
S
I
O
N
DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PRO F E S SIO
N
A
L
ENGIN E E R
S E A L19851
PR
E
L
I
M
I
N
A
R
Y
NOTES & DETAILS
BAFFLE DETAIL
FAIRCLOTH STANDARD SKIMMER DETAIL
TEMPORARY GRAVELLED CONSTRUCTION ENTRANCEENERGY DISSIPATOR
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
ADA RAMP NOTES
SIDEWALK, CURB CUT AND WHEEL CHAIR RAMP DETAILTREE PROTECTION DETAILS
TEMPORARY SILT FENCE
8
1 2 3
5 6
9
4
7
DROP INLET DETAILCATCH BASIN DETAILJUNCTION BOX DETAIL
CONCRETE WHEELSTOP DETAILSIDEWALK JOINT DETAIL
LIGHT DUTY ASPHALT PAVEMENT SECTION
TURN DOWN WALK SECTION
24" CURB AND GUTTER SECTION (SPILL-OFF)24" CURB AND GUTTER SECTION (FLOW-LINE)
TH
E
L
I
N
E
S
H
O
W
N
A
B
O
V
E
I
S
E
X
A
C
T
L
Y
ON
E
I
N
C
H
L
O
N
G
A
T
T
H
I
S
S
H
E
E
T
S
OR
I
G
I
N
A
L
P
A
G
E
S
I
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E
LS
3
P
P
R
O
J
E
C
T
:
ORIG
SUBMISSION:
SHEET NAME:
SHEET:
A
1
DATE DESCRIPTION∆
2 3 4 5
B
C
D
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
COPYRIGHT 2023 ALL RIGHTS RESERVED. PRINTED ORELECTRONIC DRAWINGS AND DOCUMENTATION MAYNOT BE REPRODUCED IN ANY FORM WITHOUT WRITTENPERMISSION FROM LS3P ASSOCIATES LTD.
11
/
3
0
/
2
0
2
3
4
:
4
7
:
3
4
P
M
C-4.1
74
0
1
-
2
3
1
4
7
1
12/01/23
15
1
S
c
o
t
t
s
H
i
l
l
M
e
d
i
c
a
l
D
r
i
v
e
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
1
1
NH
S
C
O
T
T
S
H
I
L
L
E
D
EX
P
A
N
S
I
O
N
DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PRO F E S SIO
N
A
L
ENGIN E E R
S E A L19851
PR
E
L
I
M
I
N
A
R
Y
NOTES & DETAILS
1
4
7
2 3
5 6
8 9
TH
E
L
I
N
E
S
H
O
W
N
A
B
O
V
E
I
S
E
X
A
C
T
L
Y
ON
E
I
N
C
H
L
O
N
G
A
T
T
H
I
S
S
H
E
E
T
S
OR
I
G
I
N
A
L
P
A
G
E
S
I
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LS
3
P
P
R
O
J
E
C
T
:
ORIG
SUBMISSION:
SHEET NAME:
SHEET:
A
1
DATE DESCRIPTION∆
2 3 4 5
B
C
D
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
COPYRIGHT 2023 ALL RIGHTS RESERVED. PRINTED ORELECTRONIC DRAWINGS AND DOCUMENTATION MAYNOT BE REPRODUCED IN ANY FORM WITHOUT WRITTENPERMISSION FROM LS3P ASSOCIATES LTD.
11
/
3
0
/
2
0
2
3
4
:
4
7
:
3
4
P
M
C-4.2
74
0
1
-
2
3
1
4
7
1
12/01/23
15
1
S
c
o
t
t
s
H
i
l
l
M
e
d
i
c
a
l
D
r
i
v
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W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
1
1
NH
S
C
O
T
T
S
H
I
L
L
E
D
EX
P
A
N
S
I
O
N
DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PRO F E S SIO
N
A
L
ENGIN E E R
S E A L19851
PR
E
L
I
M
I
N
A
R
Y
NOTES & DETAILS
SITE WORK NOTES:
’’
EROSION CONTROL NOTES AND
MAINTENANCE PLAN:TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER
AND EARLY SPRING
PERMANENT SEEDING RECOMMENDATIONS FOR FALL AND
EARLY SPRING
PERMANENT SEEDING RECOMMENDATIONS FOR LATE SPRINGAND EARLY SUMMER