Lake Pointe Subdivision - TRC Approval Letter - 8-22-2023
Major Subdivision Preliminary Plat TRC Approval – Lake Pointe Subdivision Page 1 of 1
MAJOR SUBDIV ISION –
P RELIMINARY PLAT APPROVAL
To: Jimmy Hopkins, American Coastal Development
From: Robert Farrell, Development Review Supervisor
Date: August 22, 2023
Subject: Major Subdivision Site Plan TRC Approval – Lake Pointe Subdivision
Lake Pointe, Major Subdivision Preliminary Plan has been approved by the Technical Review
Committee (TRC). The approved plan consists of a 233 unit performance residential development
with a density of 2.08 dwelling units per acre, 70.11 acres of open space, and access to the
cemetery on site for the public. This approval is valid for two years unless a final plat application
for all or a portion of the project is submitted to the County. The approved preliminary plan is
enclosed.
Please note the project may be subject to additional regulations of the County’s development
ordinances. In addition, this approval does not relieve the applicant from any law, regulation, or
requirement of any other government or regulatory agency.
Approval of this preliminary plan allows for construction plans to be approved for the subject
project. Construction plans must be approved prior to full site work taking place on the property.
If you have any questions I can be reached at (910) 798-7164 and rfarrell@nhcgov.com.
Thanks,
Robert Farrell, Development Review Supervisor
SAN
12
'
'
W
SITE
D
A
I
R
Y
F
A
R
M
R
D
SIDBURY
R
D
BL
U
E
C
L
A
Y
R
D
WOODHA
V
E
N
D
R
MIL
L
H
O
U
S
E
R
D
BROOKDALE DR
GI
L
B
E
R
T
C
U
R
R
Y
D
R
HE
R
M
I
T
A
G
E
D
R
SUNRAY RD
GLAZIER RD
I
-
4
0
FA
L
C
O
N
C
T
BA
L
L
A
R
D
D
R
C
O
N
W
A
Y
R
D
LO
D
G
E
C
T
P
R
O
S
P
E
R
I
T
Y
R
D
TWIN OAKS DR
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
0
.
0
-
C
O
V
R
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
CO
V
E
R
S
H
E
E
T
C0.0
1"=1000'
NA
D
8
3
VICINITY MAP
1"=1000'
PROPOSED USE:
PROJECT:
SITE DATA
ENGINEER:
TOTAL SITE AREA:
PROPERTY LOCATION:
DEVELOPER:
TOWNSHIP:
RESIDENTIAL (PERFORMANCE DEVELOPMENT)
LAKE POINTE
JOHN WALL, PE
PHONE: 910-746-1174
WILMINGTON, NC 28403
430 EASTWOOD ROAD
TIMMONS GROUP
EMAIL: JOHN.WALL@TIMMONS.COM
AMERICAN COASTAL DEVELOPMENT
5815 OLEANDER DRIVE
BLUE CLAY ROAD, CASTLE HAYNE, NC 28429
WILMINGTON, NC 28403
WILMINGTON
JIMMY HOPKINS
SITE SPECIFIC PLAN
NEW HANOVER COUNTY, NORTH CAROLINA
112.21± ACRES
ZONING:R-15
EXISTING USE:VACANT
CASTLE HAYNE
LAKE POINTE
JIMMY@ACD-LLC.COM
PHONE: 910-431-4887
PROPERTY OWNERS:
JCJ COASTAL LLC
2225 MORELAND DR.
WILMINGTON, NC 28405
PID: R01800-003-017-000
D.B.6471, PG 2596
ZONING: R-15
AREA: 20.30 AC
JCJ COASTAL LLC
2225 MORELAND DR.
WILMINGTON, NC 28405
PID: R01800-003-018-000
D.B.6473, PG 1335
ZONING: R-15
AREA: 20.11 AC
JCJ COASTAL LLC
2225 MORELAND DR.
WILMINGTON, NC 28405
PID: R01800-003-011-000
D.B.6473, PG 1335
ZONING: R-15
AREA: 31.42 AC
JCJ COASTAL LLC
2225 MORELAND DR.
WILMINGTON, NC 28405
PID: R01900-001-013-000
D.B.6473, PG 1335
D.C.ZONING: R-15
AREA: 25.14 AC
JCJ COASTAL LLC
2225 MORELAND DR.
WILMINGTON, NC 28405
PID: R01900-001-006-000
D.B.6473, PG 1335
ZONING: R-15
AREA: 14.58 AC
JCJ COASTAL LLC
2225 MORELAND DR.
WILMINGTON, NC 28405
PID: R01905-003-001-000
D.B.6473, PG 1335
ZONING: R-15
AREA: 0.66 AC
CLASS IV SOILS:0.78± ACRES
NET AREA:111.43± ACRES
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS
C2.0 OVERALL SITE SPECIFIC SITE AND UTILITY PLAN
C2.1 DETAILED SITE SPECIFIC SITE AND UTILITY PLAN - SHEET 1 OF 5
C2.2 DETAILED SITE SPECIFIC SITE AND UTILITY PLAN - SHEET 2 OF 5
C2.3 DETAILED SITE SPECIFIC SITE AND UTILITY PLAN - SHEET 3 OF 5
C2.4 DETAILED SITE SPECIFIC SITE AND UTILITY PLAN - SHEET 4 OF 5
C2.5 DETAILED SITE SPECIFIC SITE AND UTILITY PLAN - SHEET 5 OF 5
C3.0 OVERALL SITE SPECIFIC GRADING AND DRAINAGE PLAN
C3.1 DETAILED SITE SPECIFIC GRADING AND DRAINAGE PLAN - SHEET 1 OF 5
C3.2 DETAILED SITE SPECIFIC GRADING AND DRAINAGE PLAN - SHEET 2 OF 5
C3.3 DETAILED SITE SPECIFIC GRADING AND DRAINAGE PLAN - SHEET 3 OF 5
C3.4 DETAILED SITE SPECIFIC GRADING AND DRAINAGE PLAN - SHEET 4 OF 5
C3.5 DETAILED SITE SPECIFIC GRADING AND DRAINAGE PLAN - SHEET 5 OF 5
C4.0 OVERALL TREE MITIGATION PLAN
C4.1 DETAILED TREE MITIGATION PLAN - SHEET 1 OF 4
C4.2 DETAILED TREE MITIGATION PLAN - SHEET 2 OF 4
C4.3 DETAILED TREE MITIGATION PLAN - SHEET 3 OF 4
C4.4 DETAILED TREE MITIGATION PLAN - SHEET 4 OF 4
C4.5 TREE REMOVAL TABLES
C4.6 TREE MITIGATION TABLES
C5.0 OVERALL LANDSCAPE AND PLANTING PLAN
C5.1 DETAILED LANDSCAPE AND PLANTING PLAN - SHEET 1 OF 4
C5.2 DETAILED LANDSCAPE AND PLANTING PLAN - SHEET 2 OF 4
C5.3 DETAILED LANDSCAPE AND PLANTING PLAN - SHEET 3 OF 4
C5.4 DETAILED LANDSCAPE AND PLANTING PLAN - SHEET 4 OF 4
C6.0 SITE NOTES AND DETAILS - SHEET 1 OF 4
C6.1 UTILITY NOTES AND DETAILS - SHEET 2 OF 4
C6.2 UTILITY NOTES AND DETAILS - SHEET 3 OF 4
C6.3 STORM SEWER NOTES AND DETAILS - SHEET 4 OF 4
1
0
1
0
10
1
0
1010
1010
1010
10
10
10
10
1
01010
1
0
10
1
0
1010
10
1
0
10 101010
1
0
1
0
1515
15
15
1
5
15
1
5
15
1
5
15
15
1
5
15151515 1515
15
1
5
1
5
15
15
1
5
1
5
1
5
15
15
1
5
15
15
1
5
15
1
5
15
15
151515
1
5
15
15
1
5
1
5
1
5
1515
15
1515
15
15
1
5
15
202
0
20
20
2
0
2
0
20
2
0
20
2
0
202
0
2
0
20
20
20
20
2
0
20
20
20
20
2
0
20
20
20
20
20
2
0
2020
2
0
2
0
2
0
20
20
20
2
0
2
0
20
2
0
2
0
20
20
20
20
2
0
25
2
5
2
5
25
2
5
2
5
2525
2
5
2
5
25
25
2
5
25 2
5
2
5
25
25
2
5
25
2
5
25 2
5
25
2
5
25
2
5
25
25
2525
30
3
0
20
2
0
2
0
2
5
2
5
2
5
2
5
25
25
2525
25
25
252
5
2
5
3030
3
0
3
0
1
2
4
5 6 7
8 9 10 11
12
16
14
13
17
18
3
15
19
BL
U
E
C
L
A
Y
R
D
GI
L
B
E
R
T
C
U
R
R
Y
D
R
WOODHAV
E
N
D
R
FEM
A
5
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FEMA100
FE
M
A
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA5
0
0FEMA500FE
M
A
5
0
0
FEMA500
FEMA500
FEMA
5
0
0
FEMA
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEMA100FEMA100
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA10
0
FEMA100
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA100
FEMA100
FEMA100
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA50
0
FEMA
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FEMA100
FEMA100
FEMA100
FE
M
A
5
0
0
FEMA50
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA
5
0
0
FEMA500
FEMA500
FEMA500
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA5
0
0
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FE
M
A
5
0
0
FEMA5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA50
0
FE
M
A
5
0
0
FEMA50
0
FEMA500 FEMA500
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA50
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEMA500 FEM
A
5
0
0
Z
O
N
E
"
A
E
"
(
E
L
.
2
1
.
7
)
Z
O
N
E
"
A
E
"
E
L
.
2
2
.
0
SHADED "X"
Z
O
N
E
"
X
"
ZONE
"
X
"
SHADED "X"
SHAD
E
D
"
X
"
ZONE "X
"
Z
O
N
E
"
X
"
Z
O
N
E
"
A
E
"
(
E
L
.
2
2
.
6
)
ZONE "AE"
(EL. 22.2)ZONE "X"
Z
O
N
E
"
A
E
"
(
F
L
O
O
D
W
A
Y
)
FEMA50
0
FE
M
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA5
0
0
FEMA50
0
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA1
0
0
FEMA10
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
X
X
X
EXISTING
POND
APPROXIMATE
POWER LINE
EASEMENT AS
SCALED FROM
MB 49, PG 85
FLOOD ZONE "X"
FLOOD ZONE SHADED "X"
FLOOD ZONE "AE"
FLOODWAY
FLOOD ZONE "X"
FLOOD ZONE "X"
FLOOD ZONE "X"
FLOOD ZONE SHADED "X"
FLOOD ZONE SHADED "X"
FLOOD ZONE SHADED "X"
FLOOD ZONE "AE"
FLOOD ZONE "AE"
FLOOD ZONE "AE"
FLOOD ZONE "AE"
FLOOD ZONE SHADED "X"
15" CULVERT
15" CULVERT
18" CULVERT
36" CULVERT
EXISTING
POWERLINE
EXISTING
POWERLINE
EXISTING
POWERLINE
EXISTING
POWERLINE
15" CULVERT
18" CULVERT
24" CULVERT
15" CULVERT
12" CULVERT
18" CULVERT
DYH
DYH
DYH
DYH
APPROXIMATE LOCATION OF
EXISTING 12" WATERLINE
APPROXIMATE LOCATION OF
EXISTING 8" WATERLINE
L
8
8
L
8
9
L
9
0
L91 L92
L93
L94
L9
5
L9
6
L9
7
L9
8
L99
L
1
0
0
L101
L
1
0
2
L103
L1
0
4
L1
0
5
L106L
1
0
7
L108
L109L110
L111
L112
L113
L11
4
L115
L116
L117
L118
L119L120
L121
L122
L123
L124L125
L126
L12
7
L128
L129
L130
L131
L132
L133
L134
L135
L136
L137
L138
L139
L140
L1
4
1
L1
4
2
L1
4
3
L1
4
4
L1
4
5
C
1
APPROX. LOCATION OF DRIVEWAY #2 PER
"SIDBURY CROSSING" PLANS BY PARAMOUNTE
ENGINEERING DATED 03/02/2022
ELEV. 23.6
ELEV. 23.
3
ELEV.
2
3
.
0
ELEV. 2
2
.
6
ELEV. 22.5
ELEV. 22.
2
EL
E
V
.
2
1
.
9
ELEV.
2
1
.
3
ELEV. 20.4
ELEV. 20.5
ELEV. 20.8
EL
E
V
.
2
1
.
0
EL
E
V
.
2
1
.
2
EL
E
V
.
2
1
.
4
EL
E
V
.
2
0
.
7
ELEV.
2
0
.
5
EL
E
V
.
2
0
.
3
EL
E
V
.
1
9
.
8
EL
E
V
.
1
9
.
3
EL
E
V
.
1
8
.
9
EL
E
V
.
1
8
.
3
EL
E
V
.
1
8
.
3
EL
E
V
.
1
8
.
3
EL
E
V
.
1
8
.
2
BL
U
E
C
L
A
Y
R
D
D
A
I
R
Y
F
A
R
M
R
D
PID: R01800-003-017-000
JCJ COASTAL LLC
PT TR 2 BLUE CLAY RD
RECOMBINATION
BK 6471 PG 2596
20.30-ACRES
PID: R01800-003-018-000
JCJ COASTAL LLC
PT TR 2 BLUE CLAY RD RECOMBINATION
BK 6473 PG 1335
20.11-ACRES
PID: R01800-003-011-000
4701 BLUE CLAY ROAD
CASTLE HAYNE, NC 28405
JCJ COASTAL LLC
TR ADJ PRINCE GEORGE CREEK
BK 6473 PG 1335
31.42-ACRES
PID: R01900-001-013-000
4740 DAIRY FARM ROAD
CASTLE HAYNE, NC 28405
JCJ COASTAL LLC
TRACT 2 BLAKE TRACT
BK 6473 PG 1335
25.14-ACRES
PID: R01900-001-006-000
JCJ COASTAL LLC
TRAC 1 BLAKE TRACT
BK 6473 PG 1335
14.58-ACRES
PID: R01905-003-001-000
5408 WOODHAVEN DRIVE
CASTLE HAYNE, NC 28405
JCJ COASTAL LLC
BLK B LOT 19 WOODHAVEN SUB
BK 6473 PG 1335
0.66-ACRES
EL
E
V
.
2
1
.
0
EL
E
V
.
2
1
.
2
EL
E
V
.
2
1
.
4
E
L
E
V
.
2
0
.
5
E
L
E
V
.
2
0
.
8
ELEV.
2
0
.
4
E
L
E
V
.
2
1
.
3
FLOO
D
Z
O
N
E
S
H
A
D
E
D
"
X
"
FLOOD ZONE "AE"
FLOO
D
Z
O
N
E
"
A
E
"
F
M
F
M
F
M
F
M
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12'
'
W
12
'
'
W
CREEK CENTERLINE
CENTERLINE OF
PRINCE GEORGE CREEK
CENTERLINE OF
PRINCE GEORGE CREEK
CENTERLINE OF
PRINCE GEORGE CREEK
CREEK CENTERLINE
CREEK CENTERLINE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
ROAD CENTERLINE
RIGHT OF WAY
EXISTING CEMETERY
PROPERTY LINE
TO BE REMOVED
PROPERTY LINE
TO BE REMOVED
FEMA FLOOD ELEVATION LINE
FLOODWAY LIMITS
FLOODWAY LIMITS
FLOODWAY LIMITS
PROPERTY BOUNDARY
NON-JURISDICTIONAL/ISOLATED WETLANDS
NON-JURISDICTIONAL/ISOLATED WETLANDS
APPROXIMATE LIMITS OF
EXISTING LANDFILL
N: 215366.75
E: 2339865.19
N: 215287.20
E: 2340026.93
N: 215420.66
E: 2340091.90
N: 215373.65
E: 2340184.47
N: 216198.41
E: 2340490.57
N: 214319.10
E: 2342686.22
N: 214334.10
E: 2341929.45
N: 214367.72
E: 2340941.78
N: 214373.97
E: 2340536.26
N: 214386.02
E: 2339973.59
N: 214437.39
E: 2339939.38
N: 214504.34
E: 2339895.52
N: 214525.39
E: 2339881.77
N: 215285.57
E: 2339827.50
N: 215779.03
E: 2342655.33
LINE TABLE
LINE
L88
L89
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
L117
LENGTH
25.14
80.04
61.72
562.79
405.57
988.24
756.91
745.63
684.28
71.24
256.71
563.52
390.32
90.61
310.16
1020.48
139.36
414.24
63.46
158.81
63.35
106.56
89.63
95.64
12.00
35.70
213.58
36.95
18.08
11.56
BEARING
S33°09'51"E
S33°13'24"E
S33°40'12"E
S88°46'22"E
S89°07'04"E
S88°03'02"E
S88°51'51"E
N1°05'57"E
N1°36'34"E
N64°43'07"W
N12°03'51"E
N40°45'37"E
N10°03'17"W
S78°09'07"W
S7°45'04"E
S82°18'02"W
S5°12'32"W
S5°18'51"W
S5°18'27"W
N47°42'19"W
N5°26'26"E
S68°21'09"W
N76°07'44"W
S3°16'13"W
N89°17'10"W
N5°03'35"E
N65°43'43"W
N60°23'44"W
N54°26'01"W
N83°07'59"W
LINE TABLE
LINE
L118
L119
L120
L121
L122
L123
L124
L125
L126
L127
L128
L129
L130
L131
L132
L133
L134
L135
L136
L137
L138
L139
L140
L141
L142
L143
L144
L145
LENGTH
18.49
19.60
11.62
5.39
18.71
37.71
51.49
38.82
5.15
112.38
79.00
17.01
14.29
62.25
67.63
30.83
36.44
32.89
64.75
3.83
122.10
86.25
62.43
879.74
103.82
148.43
180.24
89.50
BEARING
S47°58'55"W
S78°49'05"W
S74°45'07"W
S31°10'37"W
S1°50'08"E
S50°40'12"W
S63°02'08"W
N85°15'00"W
N85°15'00"W
N66°38'29"W
N66°26'37"W
N66°46'11"W
N66°18'35"W
N40°21'56"W
N70°25'27"W
N2°48'31"E
N28°55'16"W
S73°56'28"W
S86°17'14"W
N78°39'55"W
N76°02'21"W
N61°05'50"W
N61°05'50"W
S20°21'42"W
N63°04'40"W
S25°57'30"W
N63°48'42"W
S24°54'24"W
CURVE TABLE
CURVE
C1
RADIUS
762.21
LENGTH
798.07
TANGENT
439.98
DELTA
59°59'29"
CHORD BEARING
S4°05'00"E
CHORD
762.11
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
C1.0
1"=150'
NA
D
8
3
0 300'
SCALE 1"=150'
150'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
1
.
0
-
E
X
I
S
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
PROPERTY LINE
OVERHEAD POWER
POWER POLES
LEGEND
OHP
WETLANDS
EXISTING EASEMENT
100 YEAR FLOODPLAINFEMA100
500 YEAR FLOODPLAINFEMA500
CREEK CENTERLINE
ROAD CENTERLINE
RIGHT OF WAY
MAJOR CONTOUR
MINOR CONTOUR
FLOODPLAIN ELEVATION LINE
NOTES:
1.SITE BOUNDARY TAKEN FROM SURVEY BY ESP
ASSOCIATES, DATED OCTOBER 11, 2021.
2.DAIRY FARM ROAD TOPOGRAPHIC INFORMATION
TAKEN FROM SURVEY BY BATEMAN CIVIL SURVEY
COMPANY, DATED FEBRUARY 7, 2022.
3.TOPOGRAPHIC INFORMATION TAKEN FROM ESP
ASSOCIATES AND BATEMAN CIVIL SURVEY SURFACE.
4.THE SUBJECT PROPERTY IS LOCATED IN ZONE X AND
ZONE AE WITH FIRM MAP NUMBER 3720324100K AND
AN EFFECTIVE DATE OF AUGUST 28, 2018..
5.WETLANDS AND WATERS DELINEATION BY SEGI DATED
MARCH 24, 2022 AND FIELD LOCATED BY ESP
ASSOCIATES, DATED OCTOBER 11, 2021.
1
2
4
5 6 7
8 9 10 11
12
16
13
17
18
3
15
19
APPROXIMATE LIMITS
OF EX. LANDFILL
FEMA1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA500
FEMA
5
0
0
FEMA
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA100FEMA100
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA10
0
FEMA100
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA50
0
FEMA
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA500
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FEMA100
FEMA100
FEMA100
FE
M
A
5
0
0
FEMA50
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA
5
0
0
FEMA500
FEMA500
FEMA500
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA5
0
0
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA50
0
FE
M
A
5
0
0
FEMA50
0
FEMA500 FEMA500
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA50
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEMA500 FEM
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA1
0
0
FEMA10
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
X
X
X
APPROXIMATE
POWER LINE
EASEMENT AS
SCALED FROM
MB 49, PG 85
DYH
DYH
DYH
DYH
F
M
F
M
F
M
F
M
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12'
'
W
12
'
'
W
SCM 1
105,320 SF
2.42 AC
SCM 2
410,990 SF
9.44 AC
OS 2
28,655 SF
0.66 AC
OS 3
37,647 SF
0.86 AC
OS 1
48,866 SF
1.12 AC
OS 11
1,756 SF
0.04 AC
OS 12
2,890,381 SF
66.35 AC
OS 4
33,649 SF
0.77 AC
OS 8
3,263 SF
0.07 AC
OS 6
2,000 SF
0.05 AC
OS 10
2,652 SF
0.06 AC
OS 7
2,000 SF
0.05 AC
OS 5
1,867 SF
0.04 AC
OS 9
2,000 SF
0.05 AC
PUMP STATION
7,247 SF
0.17 AC
AMENITY
45,598 SF
1.05 AC
EXISTING CEMETERY
21,446 SF
0.49 AC
1
3
2
5
4
6
17
16
8
15
7
14
13
12
11
10
35
36
37
38
39
49
50
51
52
54
55
47
56
40
48
66
41
65
42
64
43
63
44
45 46
53
57
59
58
62
61
60
28
29
30
31
24
32
25
33
26
34
27
21
20
19
18
22
23
79
80
81
82
78
68
69
70
72
71
67
74
75
76
77
73
96 97 98 99
92 93 94 95
91
100 101 102 103
127
119
130
126
118
131
125
117
132
124
116
133
123
115
134
122
114
135
129
121
113
128
120
112
204
205
206
207
208
209
210
211
212
213
214
215
202 203
219 220
217 218216
231230229228227226
221
222
223
232
233
196
195
194
193
192
191
198
190
197
224
225
201200
199
167
166
165164163
162
169
176
168
175
174
173
172
171
170
186 188
152
187
185
157
153
158
183
154
159
189
184
155
150 151
156
160
177
180
178
183
181
179
182
137
142
147
138
143
148
139
149
144
140
145
136
146
141
85 86
83
104 105 106 107
108 109 110 111
88
89
90
87
84
9
4
9
'
14
4
'
161
3
8
'
MATCHLINE C2.3
MATCHLINE C2.1
MA
T
C
H
L
I
N
E
C
2
.
1
MA
T
C
H
L
I
N
E
C
2
.
2
MATCHLINE C2.4
MATCHLINE C2.2
MA
T
C
H
L
I
N
E
C
2
.
3
MA
T
C
H
L
I
N
E
C
2
.
4
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SA
N
SA
N
S
S
S
S
S
S
S
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''W
8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8''W8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W
8''W
8''W
8''W
8''W
8
'
'
W
8''
W
8''
W
8''
W
8''W
8''W
8''W
8''W
FM
FM
FM
FM
FM
FM
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
MATCHLINE C2.1
MATCHLINE C2.5
20' PERIPHERAL
BUILDING
SETBACK
20' PERIPHERAL
BUILDING
SETBACK
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
2
.
0
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
OV
E
R
A
L
L
S
I
T
E
S
P
E
C
I
F
I
C
S
I
T
E
A
N
D
U
T
I
L
I
T
Y
P
L
A
N
C2.0
1"=150'
NA
D
8
3
0 300'
SCALE 1"=150'
150'
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
TYPICAL SECTION FOR 50' ROW
NOT TO SCALE
SIDEWALK
SHOULDER
STANDARD CURB
& GUTTER
SLOPE 3:1 MAXSLOPE 3:1 MAX
1/4"/FT.1/4"/FT.1/4"/FT.1/4"/FT.
0.5'5'6'2.5'22'
PAVEMENT
PRIVATE RIGHT OF WAY
50'
C/L
2.5'11.5'
SHOULDER
STANDARD CURB
& GUTTER
TRAVEL LANETRAVEL LANE
11'11'
TOTAL PROJECT AREA
EXISTING SITE IMPERVIOUS
IMPERVIOUS IN TOWNHOUSE LOTS*
IMPERVIOUS IN SINGLE FAMILY LOTS**
IMPERVIOUS IN ROW
PUMP STATION
AMENITY SPACE IMPERVIOUS
TOTAL IMPERVIOUS
PERCENT IMPERVIOUS
IMPERVIOUS AREA DATA
112.21 AC 4,887,867 SF
0.00 AC 0 SF
6.61 AC 288,000 SF
5.53 AC 240,900 SF
5.85 AC 222,567 SF
0.11 AC 4,685 SF
0.30 AC 12,891 SF
18.40 AC 801,349 SF
16.40%
GENERAL SITE NOTES
1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH NEW HANOVER
COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS.
2.INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
OPERATIONS.
3.CLEAR AREA WITHIN THE LOD AND ESSENTIAL SITE IMPROVEMENTS OF ALL
VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS.
4.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE
RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR ACTIVITIES. CALL UTILITY
LOCATOR SERVICE BEFORE DIGGING.
5.ALL STREETS SHALL BE PRIVATE.
6.ALL UTILITIES SHALL BE UNDERGROUND.
7.EACH LOT WILL BE SERVED BY CAPE FEAR PUBLIC UTILITY AUTHORITY WATER.
8.EACH LOT WILL BE SERVED BY CAPE FEAR PUBLIC UTILITY AUTHORITY SEWER.
9.NCDEQ EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL
REGULATIONS WILL BE COMPLIED WITH.
10.CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION.
11.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION.
12.STREET NAMES MUST BE APPROVED BY NEW HANOVER COUNTY PRIOR TO FINAL PLAT.
13.ALL PROPOSED BUILDINGS SHALL BE SPACED A MINIMUM OF 10' APART FROM EACH
OTHER.
14.EACH DRIVEWAY WILL HAVE A MIN. OF 2 DRIVEWAY PARKING SPACES PER LOT OUTSIDE
OF THE R/W.
15.A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF THE LOTS AND
MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE WITHIN THE DEVELOPMENT. THE
PROPERTY OWNERS' ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH IN
SECTION 6.3.4 OF THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE.
16.ALL ROADS WILL BE BUILT IN ACCORDANCE WITH SECTION 52-4 OF THE NEW HANOVER
COUNTY SUBDIVISION ORDINANCE AND ALL APPLICABLE COUNTY CODES.
17.THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER COVENANTS, AND DEEDS
SHOWING THE LOCATION OF WETLANDS AND NOTING THAT THOSE AREAS MAY NOT BE
FILLED, DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLY PERMITTED BY THE
NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND/OR THE U.S. ARMY
CORPS OF ENGINEERS.
18.ALL STREET LIGHTING SHALL BE CONSISTENT WITH SECTION 5.5 OF THE NEW HANOVER
COUNTY UDO.
19.COUNTY AND/OR STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY
CONSTRUCTION. NO NATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBED
BEFORE OBTAINING PERMITS.
20.PROJECT TO BE BUILT TO COUNTY SPECIFICATIONS FOR WATER AND SEWER. A UTILITY
PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCY
MANAGEMENT.
21.THE PUBLIC ACCESS EASEMENT RUNNING DOWN ROAD A IS MEANT SOLELY FOR
ACCESS TO THE EXISTING CEMETERY TO THE WEST OF THE CUL-DE-SAC AT THE END
OF ROAD A.
22.PER THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE, ALL BUILDINGS
ON THE PERIPHERY OF THE DEVELOPMENT SHALL HAVE A SETBACK OF 20' FROM THE
ADJOINING PROPERTY LINE.
23.PER THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE, ALL
MULTI-FAMILY DWELLING UNITS SHALL BE SPACED AT LEAST 20' FROM ANY OTHER
DWELLING UNIT. ALL OTHER DWELLING UNITS SHALL BE SPACED AT LEAST 10' FROM
EACH OTHER.
UTILITY NOTES
1.ALL WATER MAINS TO BE DR18 C900 PVC PIPE WITH PUSH ON JOINTS UNLESS NOTED
OTHERWISE ON PLANS.
2.MINIMUM CLEAR COVER FOR ALL WATER PIPE SHALL BE 3 FEET.
3.ALL WATER METER SETTINGS SHALL BE LOCATED 5 FEET FROM LOT LINE, UNLESS
OTHERWISE NOTED.
4.ALL WATER SYSTEM WORK SHALL BE CONSTRUCTED PER NEW HANOVER COUNTY
DETAILS AND SPECIFICATIONS.
5.ALL WATER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
6.ALL GATE VALVES ARE TO BE LOCATED WITHIN PAVEMENT OR UTILITY STRIP. GATE
VALVES ARE NOT TO BE LOCATED WITHIN THE GUTTER PAN.
7.A BLOW-OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END" WATER LINES.
8.ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE ACCORDING TO
NEW HANOVER COUNTY SPECIFICATIONS.
9.ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED, AND DISINFECTED
IN ACCORDANCE WITH THE COUNTY SPECIFICATIONS.
10.ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER, NEW HANOVER
COUNTY AND THE N.C. DEPT. OF ENVIRONMENTAL HEALTH AND NATURAL
RESOURCES.
11.A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY MUST
BE SCHEDULED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND
SEWER LINES.
12.MINIMUM UTILITY SEPARATION SHALL BE MAINTAINED:
a.HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER PIPES AND
WATER PIPES.
b.MINIMUM CLEARANCE OF 18" BETWEEN WATER PIPES AND SANITARY SEWER
PIPES.
c.MINIMUM CLEARANCE OF 12" BETWEEN WATER PIPES AND OTHER UTILITIES.
d.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND
WATER, OR WHERE SANITARY SEWER CROSSES ABOVE WATER MAIN, BOTH
PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET ON BOTH SIDES
OF CROSSING.
e.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND
STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM
OF 10 FEET ON BOTH SIDES OF CROSSING.
12.ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
13.INSIDE DROPS SHALL BE PROVIDED FOR ANY SANITARY SEWER PIPE ENTERING A
MANHOLE 30" ABOVE THE MANHOLE INVERT. DROP MANHOLES SHALL BE 5' DIAMETER.
14.6" SANITARY LATERALS TIED INTO MANHOLES SHOULD HAVE THE PIPE CROWN
ELEVATION MATCHED TO THE MAIN LINE.
15.SANITARY SEWER MANHOLE AND CLEANOUT TOPS SHALL BE FLUSH TO FINISHED
GRADE.
16.PROJECT TO BE BUILT TO COUNTY SPECIFICATIONS FOR WATER AND SEWER. A
UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND
EMERGENCY MANAGEMENT.
17.THE LOCATION OF THE PUMP STATION MAY REQUIRE ODOR CONTROL MEASURES.
STREET TABLE
1.FIRE HYDRANTS SHALL BE 18" FROM CENTERLINE OF
STEAMER CONNECTION TO FINISHED GRADE.
2.ALL FIRE HYDRANTS REQUIRE A 5" STORZ
CONNECTION ON THE STEAMER CONNECTION OF THE
HYDRANT.
3.FIRE HYDRANTS SHALL NOT BE OBSTRUCTED FROM
STREET VIEW BY LANDSCAPING OR OTHER UTILITIES
FOR A 3' RADIUS AROUND THE HYDRANT.
4.THERE SHALL BE UNOBSTRUCTED ACCESS TO THE
FIRE HYDRANT
FIRE HYDRANT NOTES
DEVELOPER:
ENGINEER:
TIMMONS GROUP
JOHN WALL, PE
430 EASTWOOD ROAD
WILMINGTON, NC 28403
PHONE: 910-746-1144
SITE DATA
FIRM MAP# = 3720323100K & 372024100K
TOTAL PROPOSED NUMBER OF LOTS = 233
ZONING =R-15 (PERFORMANCE)
EMAIL: JOHN.WALL@TIMMONS.COM
EFFECTIVE DATE: 8/28/2018
PROPOSED PROJECT DENSITY = 2.08 du/a
EXISTING PROJECT ACREAGE = 112.21± AC
AMERICAN COASTAL DEVELOPMENT
115 N 3RD ST, SUITE 103
WILMINGTON, NC 28403
JIMMY HOPKINS
PHONE: 910.431.4887
OPEN SPACE REQUIRED = 22.44 AC (20% OF TOTAL TRACT)
OPEN SPACE PROVIDED = 70.11 AC (63% OF TOTAL TRACT)
TYPICAL TH LOT SIZE = 22' X 100'
LAND USE = MULTI-FAMILY TOWNHOMES AND
TYPE IV SOILS = 0.78± AC
NET ACREAGE = 111.43± AC
OPEN SPACE
SINGLE FAMILY HOMES
SURFACE 1-1/2"
HMA COURSESUB-GRADE 24"
FILL COMPACTED
JIMMY@ACD-LLC.COM
MIN. TOWNHOME LOT SIZE = 2,200 SQFT
AVERAGE TOWNHOME LOT SIZE = 2,219 SQFT
MIN. SINGLE-FAMILY LOT SIZE = 5,587 SQFT
AVERAGE SINGLE-FAMILY LOT SIZE = 7,384 SQFT
MIN. TOWNHOME LOT WIDTH = 22'
MIN. SINGLE-FAMILY LOT WIDTH = 50'
TOTAL DISTURBED AREA = 50.50 ACRES
*TOWNHOUSE LOTS IMPERVIOUS AREAS ARE BASED ON A HIGH ESTIMATE OF 1,800 SQFT PER LOT. THIS IS
SUBJECT TO CHANGE PENDING THE BUILDERS DECISION ON FOOTPRINT FOR EACH LOT.
**SINGLE FAMILY LOTS IMPERVIOUS AREAS ARE BASED ON A HIGH ESTIMATE OF 3,300 SQFT PER LOT. THIS
IS SUBJECT TO CHANGE PENDING THE BUILDERS DECISION ON FOOTPRINT FOR EACH LOT.
APPROXIMATE LIMITS
OF EX. LANDFILL
FEMA5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA10
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
5
0
0
FE
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA
1
0
0
FEMA100
FEMA100
FEMA500
FEMA500
FEMA
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
DYH
DYH
BL
U
E
C
L
A
Y
R
D
D
A
I
R
Y
F
A
R
M
R
D
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
D
A
I
R
Y
F
A
R
M
R
O
A
D
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
50' P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
AVIG
N
O
N
A
V
E
5
0
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
P
E
O
N
Y
W
A
Y
50' PR
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
JULES
D
R
I
V
E
5
0
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
T
E
L
S
T
A
R
W
A
Y
50' PR
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
FESTIV
A
R
U
N
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
1
2200 SF
0.051 AC
2
2200 SF
0.051 AC
3
2200 SF
0.051 AC
6
2200 SF
0.051 AC
5
2200 SF
0.051 AC
4
2200 SF
0.051 AC
9
2200 SF
0.051 AC
8
2200 SF
0.051 AC
7
2200 SF
0.051 AC
12
2200 SF
0.051 AC
11
2200 SF
0.051 AC
10
2200 SF
0.051 AC
15
2203 SF
0.051 AC
14
2208 SF
0.051 AC
13
2246 SF
0.052 AC
29
2233 SF
0.051 AC
30
2269 SF
0.052 AC
31
2303 SF
0.053 AC
32
2311 SF
0.053 AC
33
2281 SF
0.052 AC
34
2228 SF
0.051 AC
17
2258 SF
0.052 AC
16
2227 SF
0.051 AC
68
2200 SF
0.051 AC
69
2200 SF
0.051 AC
70
2200 SF
0.051 AC
72
2200 SF
0.051 AC
71
2200 SF
0.051 AC
67
2200 SF
0.051 AC
49
2214 SF
0.051 AC
50
2242 SF
0.051 AC
35
2200 SF
0.051 AC
51
2270 SF
0.052 AC
36
2200 SF
0.051 AC
52
2290 SF
0.053 AC
37
2200 SF
0.051 AC
54
2520 SF
0.058 AC
38
2200 SF
0.051 AC
55
2242 SF
0.051 AC
39
2200 SF
0.051 AC
47
2200 SF
0.051 AC
56
2231 SF
0.051 AC
40
2216 SF
0.051 AC
48
2200 SF
0.051 AC
41
2247 SF
0.052 AC
42
2273 SF
0.052 AC
43
2271 SF
0.052 AC
44
2230 SF
0.051 AC
45
2200 SF
0.051 AC
46
2200 SF
0.051 AC
53
2250 SF
0.052 AC
57
2474 SF
0.057 AC
59
2200 SF
0.051 AC
66
2200 SF
0.051 AC
58
2199 SF
0.050 AC
65
2200 SF
0.051 AC
64
2200 SF
0.051 AC
63
2211 SF
0.051 AC
62
2230 SF
0.051 AC
61
2201 SF
0.051 AC
60
2200 SF
0.051 AC
28
2199 SF
0.050 AC
24
2204 SF
0.051 AC
25
2203 SF
0.051 AC
26
2202 SF
0.051 AC
27
2201 SF
0.051 AC
21
2200 SF
0.051 AC
20
2200 SF
0.051 AC
19
2200 SF
0.051 AC
18
2200 SF
0.050 AC
22
2200 SF
0.051 AC
23
2200 SF
0.051 AC
79
2200 SF
0.051 AC
80
2200 SF
0.051 AC
81
2200 SF
0.051 AC
82
2199 SF
0.050 AC
78
2200 SF
0.051 AC
77
2200 SF
0.051 AC
74
2200 SF
0.051 AC
75
2200 SF
0.051 AC
76
2200 SF
0.051 AC
73
2200 SF
0.051 AC
9515 SF
0.218 AC
166
7044 SF
0.162 AC165
7631 SF
0.175 AC
164
10141 SF
0.233 AC
163
11773 SF
0.270 AC
162
9604 SF
0.220 AC
0.192 AC
147
2200 SF
0.051 AC
2200 SF
0.051 AC
148
2200 SF
0.051 AC
144
2200 SF
0.051 AC
145
2200 SF
0.051 AC 146
2200 SF
0.051 AC
149
2200 SF
0.051 AC
152
2200 SF
0.051 AC
153
2200 SF
0.051 AC
154
2200 SF
0.051 AC
155
2200 SF
0.051 AC
150
2200 SF
0.051 AC
151
2200 SF
0.051 AC
0.149 AC
204
7235 SF
0.166 AC
202
7030 SF
0.161 AC
203
7254 SF
0.167 AC
127
2200 SF
0.051 AC
119
2200 SF
0.051 AC
130
2271 SF
0.052 AC
126
2200 SF
0.051 AC
118
2200 SF
0.051 AC
131
2362 SF
0.054 AC
125
2200 SF
0.051 AC
117
2200 SF
0.051 AC
132
2380 SF
0.055 AC
124
2200 SF
0.051 AC
116
2200 SF
0.051 AC
133
2337 SF
0.054 AC
123
2200 SF
0.051 AC
115
2222 SF
0.051 AC
134
2282 SF
0.052 AC
122
2200 SF
0.051 AC
114
2252 SF
0.052 AC
135
2227 SF
0.051 AC
121
2199 SF
0.050 AC
113
2277 SF
0.052 AC
2200 SF
0.051 AC
120
2200 SF
0.051 AC
112
2245 SF
0.052 AC
104
2200 SF
0.051 AC
105
2200 SF
0.051 AC
106
2200 SF
0.051 AC
107
2200 SF
0.051 AC 108
2200 SF
0.051 AC
109
2200 SF
0.051 AC
110
2200 SF
0.051 AC
111
2199 SF
0.050 AC
100
2200 SF
0.051 AC
101
2200 SF
0.051 AC
102
2200 SF
0.051 AC
103
2199 SF
0.050 AC
96
2272 SF
0.052 AC
97
2210 SF
0.051 AC
98
2210 SF
0.051 AC
99
2272 SF
0.052 AC
92
2200 SF
0.051 AC
93
2200 SF
0.051 AC
94
2200 SF
0.051 AC
95
2200 SF
0.051 AC
91
2200 SF
0.051 AC
85
2207 SF
0.051 AC
86
2260 SF
0.052 AC
83
2199 SF
0.050 AC
88
2205 SF
0.051 AC
89
2208 SF
0.051 AC
90
2269 SF
0.052 AC
87
2263 SF
0.052 AC
84
2200 SF
0.051 AC
OS 2
28,655 SF
0.66 AC
OS 3
37,647 SF
0.86 AC
OS 1
48,866 SF
1.12 AC
OS 4
33,649 SF
0.77 AC
OS 8
3,263 SF
0.07 AC
OS 7
2,000 SF
0.05 AC
OS 9
2,000
0.05
AMENITY
45,598 SF
1.05 AC
14
4
'
161
9176 SF
0.211 AC
3
8
'
MATCHLINE C2.3
MATCHLINE C2.1
MA
T
C
H
L
I
N
E
C
2
.
1
MA
T
C
H
L
I
N
E
C
2
.
2
S
S
S
S
S
S
S
S
S
S
S
SS
S
SAN
SA
N
SAN
SAN
SA
N
S
A
N
SAN
SAN
SAN
S
A
N
S
A
N
S
A
N
S
A
N
S
S
S S
SAN
SANS
A
N
SA
N
SA
N
SAN
SAN
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8'
'
W
8''W
8''W
8''W
8''W 8''W
8''W
8''W
8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
SSWR MH
DEPTH 5.00
TOP 24.33
SSWR MH
DEPTH 5.00
TOP 24.70
SSWR MH
DEPTH 5.44
TOP 24.69
SSWR MH
DEPTH 5.85
TOP 23.24
SSWR MH
DEPTH 5.52
TOP 23.85
SSWR MH
DEPTH 5.00
TOP 25.35
SSWR MH
DEPTH 5.76
TOP 23.62
SSWR MH
DEPTH 5.24
TOP 23.35
SSWR MH
DEPTH 5.21
TOP 23.84
SSWR MH
DEPTH 5.00
TOP 23.19
SSWR MH
DEPTH 7.84
TOP 24.22
SSWR MH
DEPTH 6.51
TOP 22.29
DEPTH 7.39
TOP 21.44
SSWR MH
DEPTH 7.72
TOP 22.93
SSWR MH
DEPTH 6.40
TOP 20.96
FIRE HYDRANT
ASSEMBLY, TYP.
8" X 8" TEE
(2) 8" GV
TIE INTO EXISTING 8" WATERLINE
WITH 8" X 8" TAPPING SLEEVE AND 8" GV
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
FIRE HYDRANT
ASSEMBLY,TYP.
TIE INTO EXISTING 8" WATERLINE
WITH 8" X 8" TAPPING SLEEVE AND 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
8" X 8" TEE
(2) 8" GV
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY TYP.
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
8" X 8" CROSS
(3) 8" GV
8" X 6" REDUCER
(1) 6" GV
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
8" C-900 DR-18
WATER MAIN
20' DRAINAGE
EASEMENT
20' DRAINAGE EASEMENT
20' DRAINAGE
EASEMENT
STOP SIGN,
TYP.
STOP SIGN,
TYP.
STOP SIGN,
TYP.
STOP BAR TYP.
PROPOSED
5' SIDEWALK
PROPOSED 5'
SIDEWALK
PROPOSED 5'
SIDEWALK
20' DRAINAGE
EASEMENT
10' X 70' SIGHT
DISTANCE TRIANGLE
10' X 70' SIGHT
DISTANCE
TRIANGLE
20' DRAINAGE
EASEMENT
50' STORAGE
50' FULL
WIDTH DECEL.
200'
TAPER
50' FULL
WIDTH DECEL.
50' STORAGE
200'
TAPER
MATCHLINE C2.1
MATCHLINE C2.5
20' PERIPHERAL
BUILDING SETBACK
20'
PERIPHERAL
BUILDING
SETBACK
SSWR MH
DEPTH 6.24
TOP 23.20
SSWR MH
DEPTH 5.09
TOP 22.73
SSWR MH
DEPTH 5.00
TOP 23.19
SSWR MH
DEPTH 6.10
TOP 24.61
22.5° BEND PROPOSED 4" SDR-21
PVC FORCEMAIN
PROPOSED 4" SDR-21
PVC FORCEMAIN
45° FORCEMAIN BEND
STREET LIGHT
STREET LIGHT
STREET LIGHT
STREET LIGHT
20' PUBLIC
ACCESS EASEMENT
SEE NOTE 21 ON C2.0
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
PROPOSED MAIL KIOSK LOCATION
575' SIGHT DISTANCE
PER AASHTO CRITERIA
FOR ENTRANCE 1
575' SIGHT
DISTANCE PER
AASHTO CRITERIA
FOR ENTRANCE 2
TO CENTER OF
NORTHBOUND LANE
665' SIGHT DISTANCE
PER AASHTO CRITERIA
FOR ENTRANCE 1
TO CENTER OF
SOUTHBOUND LANE
DRIVER LOCATION AT STOP
FOR ENTRANCE 2
DRIVER LOCATION AT STOP
FOR ENTRANCE 1
FLOODPLAIN EASEMENT
FLOODPLAIN
EASEMENT
R48'
R50'
R30.5'
CENTER OF TRUBTARY
FLOODWAY LINE
20' DRAINAGE ACCESS EASEMENT
20' SANITARY ACCESS EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
20' DRAINAGE
EASEMENT
10' UTILITY
EASEMENT
100'
STEM LENGTH
100' STEM
LENGTH
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
2
.
0
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
DE
T
A
I
L
E
D
S
I
T
E
S
P
E
C
I
F
I
C
S
I
T
E
A
N
D
U
T
I
L
I
T
Y
P
L
A
N
-
S
H
E
E
T
1
O
F
5
C2.1
1"=50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
FEM
A
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA
1
0
0
FEMA100 FEMA
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA10
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA500
FEMA5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA5
0
0
FEMA500FEMA500
FEM
A
5
0
0
FEMA5
0
0
FEMA500
FEM
A
5
0
0
FEMA500
FEMA500
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA500
FEMA5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA500
FEMA
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA
1
0
0
FEMA1
0
0
FEMA100
FEMA10
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
AV
I
G
N
O
N
A
V
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
49
2214 SF
0.051 AC
50
2242 SF
0.051 AC
51
2270 SF
0.052 AC
52
2290 SF
0.053 AC
53
2250 SF
0.052 AC
59
2200 SF
0.051 AC
66
2200 SF
0.051 AC
58
2199 SF
0.050 AC
65
2200 SF
0.051 AC
64
2200 SF
0.051 AC
63
2211 SF
0.051 AC
62
2230 SF
0.051 AC
61
2201 SF
0.051 AC
60
2200 SF
0.051 AC
142
2200 SF
0.051 AC
147
2200 SF
0.051 AC
143
2200 SF
0.051 AC
148
2200 SF
0.051 AC
144
2200 SF
0.051 AC
145
2200 SF
0.051 AC 146
2200 SF
0.051 AC
141
2200 SF
0.051 AC
149
2200 SF
0.051 AC
152
2200 SF
0.051 AC
157
2200 SF
0.051 AC
153
2200 SF
0.051 AC
158
2200 SF
0.051 AC
154
2200 SF
0.051 AC
159
2200 SF
0.051 AC
155
2200 SF
0.051 AC
150
2200 SF
0.051 AC
151
2200 SF
0.051 AC
156
2200 SF
0.051 AC
160
2200 SF
0.051 AC
186
6475 SF
0.149 AC
188
9435 SF
0.217 AC
187
6928 SF
0.159 AC
6000 SF
0.138 AC
189
10391 SF
0.239 AC
204
7235 SF
0.166 AC
205
7204 SF
0.165 AC
206
7169 SF
0.165 AC
207
6155 SF
0.141 AC
208
6240 SF
0.143 AC
209
6240 SF
0.143 AC
210
6240 SF
0.143 AC
219
6720 SF
0.154 AC
211
6240 SF
0.143 AC
220
6476 SF
0.149 AC
212
6240 SF
0.143 AC
213
6240 SF
0.143 AC
214
6231 SF
0.143 AC
215
10376 SF
0.238 AC
217
7679 SF
0.176 AC
218
6720 SF
0.154 AC
216
7463 SF
0.171 AC
202
7030 SF
0.161 AC
203
7254 SF
0.167 AC
127
2200 SF
0.051 AC
119
2200 SF
0.051 AC
130
2271 SF
0.052 AC
126
2200 SF
0.051 AC
118
2200 SF
0.051 AC
131
2362 SF
0.054 AC
125
2200 SF
0.051 AC
117
2200 SF
0.051 AC
132
2380 SF
0.055 AC
124
2200 SF
0.051 AC
116
2200 SF
0.051 AC
133
2337 SF
0.054 AC
123
2200 SF
0.051 AC
115
2222 SF
0.051 AC
134
2282 SF
0.052 AC
122
2200 SF
0.051 AC
114
2252 SF
0.052 AC
135
2227 SF
0.051 AC
129
2200 SF
0.051 AC
121
2199 SF
0.050 AC
113
2277 SF
0.052 AC
128
2200 SF
0.051 AC
120
2200 SF
0.051 AC
112
2245 SF
0.052 AC
104
2200 SF
0.051 AC
105
2200 SF
0.051 AC
106
2200 SF
0.051 AC
107
2200 SF
0.051 AC 108
2200 SF
0.051 AC
109
2200 SF
0.051 AC
110
2200 SF
0.051 AC
111
2199 SF
0.050 AC
100
2200 SF
0.051 AC
101
2200 SF
0.051 AC
102
2200 SF
0.051 AC
103
2199 SF
0.050 AC
2210 SF
0.051 AC
99
2272 SF
0.052 AC
SCM 2
410,990 SF
9.44 AC
OS 4
33,649 SF
0.77 AC
OS 8
3,263 SF
0.07 AC
OS 6
2,000 SF
0.05 AC
OS 10
2,652 SF
0.06 AC
OS 7
2,000 SF
0.05 AC
OS 9
2,000 SF
0.05 AC
MA
T
C
H
L
I
N
E
C
2
.
1
MA
T
C
H
L
I
N
E
C
2
.
2
MATCHLINE C2.4
MATCHLINE C2.2
S
S
S
S
S
S
S
S
S
SAN
SA
N
SA
N
SAN
SA
N
S
S
SA
N
SA
N
SAN
SAN
SA
N
SA
N
SA
N
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8'
'
W
8''W
8''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8'
'
W
SSWR MH
DEPTH 5.00
TOP 24.33
SSWR MH
DEPTH 8.51
TOP 24.53
SSWR MH
DEPTH 5.31
TOP 22.19
SSWR MH
DEPTH 5.52
TOP 23.85
SSWR MH
DEPTH 5.76
TOP 23.62
SSWR MH
DEPTH 5.24
TOP 23.35
SSWR MH
DEPTH 5.21
TOP 23.84
SSWR MH
DEPTH 5.00
TOP 23.19
SSWR MH
DEPTH 6.51
TOP 22.29
FIRE HYDRANT
ASSEMBLY, TYP.
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
8" X 8" CROSS
(3) 8" GV
8" X 6" REDUCER
(1) 6" GV
8" C-900 DR-18
WATER MAIN
FIRE HYDRANT
ASSEMBLY, TYP.
8" X 8" TEE
(2) 8" GV
8" C-900 DR-18
WATER MAIN
ASSEMBLY, TYP.
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
8" C-900 DR-18
WATER MAIN
20' DRAINAGE EASEMENT STOP SIGN,
TYP.
STOP SIGN,
TYP.
STOP BAR TYP.
STOP BAR TYP.
PROPOSED
5' SIDEWALK
PROPOSED 5'
SIDEWALK
10' X 70' SIGHT
DISTANCE
TRIANGLE
40' DRAINAGE
EASEMENT
20' PERIPHERAL
BUILDING
SETBACK
SSWR MH
DEPTH 6.24
TOP 23.20
SSWR MH
DEPTH 5.09
TOP 22.73
10' MAINTENANCE
EASEMENT
20' DRAINAGE
EASEMENT
45' DRAINAGE
EASEMENT
22.5° BEND
11.25° BEND
STREET LIGHT
STREET LIGHT
STREET LIGHT
LIGHT
20' PUBLIC
ACCESS EASEMENT
SEE NOTE 21 ON C2.0
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
PROPOSED MAIL KIOSK LOCATION
FLOODPLAIN EASEMENT
FLOODPLAIN
EASEMENT
FLOODPLAIN EASEMENT
FLOODPLAIN
EASEMENT
R48'
R50'
R30.5'
CENTER OF TRIBUTARY
FLOODWAY LINE
CENTER OF TRIBUTARY
FLOODWAY LINE
CENTER OF TRUBTARY
FLOODWAY LINE
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
20' DRAINAGE
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
2
.
0
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
DE
T
A
I
L
E
D
S
I
T
E
S
P
E
C
I
F
I
C
S
I
T
E
A
N
D
U
T
I
L
I
T
Y
P
L
A
N
-
S
H
E
E
T
2
O
F
5
C2.2
1"=50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA500
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEMA500FEMA5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
X
X
X
DYH
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
BL
U
E
C
L
A
Y
R
O
A
D
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
JU
L
E
S
D
R
I
V
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
RE
N
O
W
N
C
O
U
R
T
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
50' PR
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
JULES
D
R
I
V
E
5
0
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
X
X
X
82
2199 SF
0.050 AC
167
9515 SF
0.218 AC
166
7044 SF
0.162 AC165
7631 SF
0.175 AC
164
10141 SF
0.233 AC
163
11773 SF
0.270 AC
162
9604 SF
0.220 AC
169
8352 SF
0.192 AC
168
10462 SF
0.240 AC
171
6500 SF
0.149 AC
170
7700 SF
0.177 AC
176
6500 SF
0.149 AC
175
6500 SF
0.149 AC
174
6500 SF
0.149 AC
173
6500 SF
0.149 AC
172
6500 SF
0.149 AC
196
6000 SF
0.138 AC
195
6000 SF
0.138 AC
194
6000 SF
0.138 AC
193
6000 SF
0.138 AC
192
6000 SF
0.138 AC
191
6000 SF
0.138 AC
5587 SF
0.128 AC
190
7066 SF
0.162 AC
197
6000 SF
0.138 AC
137
2200 SF
0.051 AC
142
2200 SF
0.051 AC
147
2200 SF
0.051 AC
138
2200 SF
0.051 AC
143
2200 SF
0.051 AC
148
2200 SF
0.051 AC
139
2200 SF
0.051 AC
144
2200 SF
0.051 AC
140
2200 SF
0.051 AC
145
2200 SF
0.051 AC
136
2199 SF
0.050 AC
146
2200 SF
0.051 AC
141
2200 SF
0.051 AC
149
2200 SF
0.051 AC
152
2200 SF
0.051 AC
153
2200 SF
0.051 AC
154
2200 SF
0.051 AC
155
2200 SF
0.051 AC
150
2200 SF
0.051 AC
151
2200 SF
0.051 AC
186
6475 SF
0.149 AC
177
7066 SF
0.162 AC
185
6000 SF
0.138 AC
180
6000 SF
0.138 AC
178
6000 SF
0.138 AC
183
6000 SF
0.138 AC
181
6000 SF
0.138 AC
184
6000 SF
0.138 AC
179
6000 SF
0.138 AC
182
6000 SF
0.138 AC
121
104
2200 SF
0.051 AC
105
2200 SF
0.051 AC
106
2200 SF
0.051 AC
107
2200 SF
0.051 AC 108
2200 SF
0.051 AC
109
2200 SF
0.051 AC
110
2200 SF
0.051 AC
111
2199 SF
0.050 AC
85
2207 SF
0.051 AC
86
2260 SF
0.052 AC
83
2199 SF
0.050 AC
88
2205 SF
0.051 AC
89
2208 SF
0.051 AC
90
2269 SF
0.052 AC
87
2263 SF
0.052 AC
84
2200 SF
0.051 AC
SCM 1
105,320 SF
2.42 AC
OS 3
37,647 SF
0.86 AC
OS 8
3,263 SF
0.07 AC
OS 6
2,000 SF
0.05 AC
OS 7
2,000 SF
0.05 AC
OS 5
1,867 SF
0.04 AC
2,000
PUMP STATION
7,247 SF
0.17 AC
14
4
'
161
9176 SF
0.211 AC
3
8
'
MATCHLINE C2.3
MATCHLINE C2.1
MA
T
C
H
L
I
N
E
C
2
.
3
MA
T
C
H
L
I
N
E
C
2
.
4
S
S
S
S
S
S
S
S
S
S
SA
N
SA
N
SAN
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
S
A
N
SA
N
SAN
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8
'
'
W
8
'
'
W
1''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8'
'
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
SSWR MH
DEPTH 5.44
TOP 24.69
SSWR MH
DEPTH 5.00
TOP 23.19
SSWR MH
DEPTH 6.51
TOP 22.29
SSWR MH
DEPTH 7.39
TOP 21.44
SSWR MH
DEPTH 8.89
TOP 20.12
SSWR MH
DEPTH 10.62
TOP 21.00
SSWR MH
DEPTH 7.72
TOP 22.93
SSWR MH
DEPTH 6.40
TOP 20.96
SSWR MH
DEPTH 8.88
TOP 19.58
SSWR MH
DEPTH 8.42
TOP 21.23
TIE INTO EXISTING 8" WATERLINE
WITH 8" X 8" TAPPING SLEEVE AND 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
8" X 8" TEE
(2) 8" GV
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
8" C-900 DR-18
WATER MAIN
FIRE HYDRANT
ASSEMBLY, TYP.
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
8" PERMANENT
BLOWOFF
ASSEMBLY
20' DRAINAGE EASEMENT
20' DRAINAGE
EASEMENT
20' DRAINAGE EASEMENT
VARIABLE WIDTH
PUMP STATION
ACCESS EASEMENT
20' GRAVEL ACCESS
TO PUMP STATION
20'
SANITARY
EASEMENT
STOP SIGN,
TYP.
STOP SIGN,
TYP.
STOP
BAR TYP.
PROPOSED
5' SIDEWALK
PROPOSED 5'
SIDEWALK
PROPOSED 5'
SIDEWALK
10' X 70' SIGHT
DISTANCE
TRIANGLE
10' X 70' SIGHT
DISTANCE TRIANGLE
PROPOSED 1"
WATER METER
PROPOSED 1" RPZ
ASSEMBLY IN HOT BOX
10' MAINTENANCE
EASEMENT
20' PERIPHERAL
BUILDING
SETBACK
SSWR MH
DEPTH 8.61
TOP 22.18
22.5° BEND
PROPOSED 4" SDR-21
PVC FORCEMAIN
PROPOSED 4" SDR-21
PVC FORCEMAIN
MOVABLE BARRICADE FOR
SCM MAINTENANCE ACCESS
STREET LIGHT
STREET
LIGHT
STREET
LIGHT
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
665' SIGHT DISTANCE
PER AASHTO CRITERIA
FOR ENTRANCE 1
665' SIGHT DISTANCE
PER AASHTO CRITERIA
FOR ENTRANCE 2
TO CENTER OF
SOUTHBOUND LANE
20' DRAINAGE ACESS EASEMENT
20' SANITARY ACCESS EASEMENT
20' DRAINAGE ACCESS EASEMENT
20' SANITARY ACCESS EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
2
.
0
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
DE
T
A
I
L
E
D
S
I
T
E
S
P
E
C
I
F
I
C
S
I
T
E
A
N
D
U
T
I
L
I
T
Y
P
L
A
N
-
S
H
E
E
T
3
O
F
5
C2.3
1"=50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100 FEMA
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA10
0
FEMA100
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA5
0
0
FEMA500FEMA500
FEMA
5
0
0
FEMA500
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
5
0
0
FEMA500
FEMA
5
0
0
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
5
0
0
FEMA500
FEMA
5
0
0
FEMA500
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
FEMA500FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0 FEMA100
FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FEMA
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA
1
0
0
FEMA1
0
0
FEMA100
FEMA10
0
FEMA1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
JU
L
E
S
D
R
I
V
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
RE
N
O
W
N
C
O
U
R
T
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
AV
I
G
N
O
N
A
V
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
5
0
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
T
E
L
S
T
A
R
W
A
Y
X
X
X
169
8352 SF
0.192 AC
171
6500 SF
0.149 AC
170
7700 SF
0.177 AC
176
6500 SF
0.149 AC
175
6500 SF
0.149 AC
174
6500 SF
0.149 AC
173
6500 SF
0.149 AC
172
6500 SF
0.149 AC
196
6000 SF
0.138 AC
195
6000 SF
0.138 AC
194
6000 SF
0.138 AC
193
6000 SF
0.138 AC
192
6000 SF
0.138 AC
191
6000 SF
0.138 AC
198
5587 SF
0.128 AC
190
7066 SF
0.162 AC
197
6000 SF
0.138 AC
201
7775 SF
0.178 AC
200
6187 SF
0.142 AC
199
6142 SF
0.141 AC
137
2200 SF
0.051 AC
142
2200 SF
0.051 AC
147
2200 SF
0.051 AC
138
2200 SF
0.051 AC
143
2200 SF
0.051 AC
148
2200 SF
0.051 AC
139
2200 SF
0.051 AC
144
2200 SF
0.051 AC
140
2200 SF
0.051 AC
145
2200 SF
0.051 AC
136
2199 SF
0.050 AC
146
2200 SF
0.051 AC
141
2200 SF
0.051 AC
149
2200 SF
0.051 AC
152
2200 SF
0.051 AC
157
2200 SF
0.051 AC
153
2200 SF
0.051 AC
158
2200 SF
0.051 AC
154
2200 SF
0.051 AC
159
2200 SF
0.051 AC
155
2200 SF
0.051 AC
150
2200 SF
0.051 AC
151
2200 SF
0.051 AC
156
2200 SF
0.051 AC
160
2200 SF
0.051 AC
186
6475 SF
0.149 AC
188
9435 SF
0.217 AC
177
7066 SF
0.162 AC
187
6928 SF
0.159 AC
185
6000 SF
0.138 AC
180
6000 SF
0.138 AC
178
6000 SF
0.138 AC
183
6000 SF
0.138 AC
189
10391 SF
0.239 AC
181
6000 SF
0.138 AC
184
6000 SF
0.138 AC
179
6000 SF
0.138 AC
182
6000 SF
0.138 AC
231
8145 SF
0.187 AC
230
7561 SF
0.174 AC
229
8247 SF
0.189 AC
228
8496 SF
0.195 AC
227
8129 SF
0.187 AC
226
8238 SF
0.189 AC
221
6969 SF
0.160 AC
222
6400 SF
0.147 AC
223
6366 SF
0.146 AC
224
13707 SF
0.315 AC
225
13035 SF
0.299 AC
232
12252 SF
0.281 AC
233
6665 SF
0.153 AC
219
6720 SF
0.154 AC
220
6476 SF
0.149 AC
213
6240 SF
0.143 AC
214
6231 SF
0.143 AC
215
10376 SF
0.238 AC
217
7679 SF
0.176 AC
218
6720 SF
0.154 AC
216
7463 SF
0.171 AC
123
122
121
2199 SF
0.050 AC
104
2200 SF
0.051 AC
105
2200 SF
0.051 AC
106
2200 SF
0.051 AC
107
2200 SF
0.051 AC 108
2200 SF
0.051 AC
109
2200 SF
0.051 AC
110
2200 SF
0.051 AC
111
2199 SF
0.050 AC
85
2207 SF
0.051 AC
86
2260 SF
0.052 AC
83
2199 SF
0.050 AC
88
2205 SF
0.051 AC
89
2208 SF
0.051 AC
90
2269 SF
0.052 AC
87
2263 SF
0.052 AC
84
2200 SF
0.051 AC
SCM 1
105,320 SF
2.42 AC
OS 3
37,647 SF
0.86 AC
OS 11
1,756 SF
0.04 AC
OS 8
3,263 SF
0.07 AC
OS 6
2,000 SF
0.05 AC
OS 10
2,652 SF
0.06 AC
OS 7
2,000 SF
0.05 AC
OS 5
1,867 SF
0.04 AC
OS 9
2,000 SF
0.05 AC
PUMP STATION
7,247 SF
0.17 AC
EXISTING CEMETERY
21,446 SF
0.49 AC
4
9
'
MATCHLINE C2.4
MATCHLINE C2.2
MA
T
C
H
L
I
N
E
C
2
.
3
MA
T
C
H
L
I
N
E
C
2
.
4
S
S
S
S
S
S
S
S
S
S
S
SA
N
SA
N
SAN
SA
N
SA
N
S
A
N
SAN
SA
N
SAN
SAN
SA
N
SAN
SAN
S
A
N
S
S
S
SA
N
SA
N
SAN
SAN
SANSAN
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
1''W
6''W
6''W8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8
'
'
W
8
'
'
W
8'
'
W
6
'
'
W
8'
'
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''W
8''W
8''W
8''W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
SSWR MH
DEPTH 5.00
TOP 22.30
SSWR MH
DEPTH 8.51
TOP 24.53
SSWR MH
DEPTH 9.43
TOP 23.84
SSWR MH
DEPTH 5.00
TOP 23.19
SSWR MH
DEPTH 6.51
TOP 22.29
SSWR MH
DEPTH 7.39
TOP 21.44
SSWR MH
DEPTH 8.89
TOP 20.12
SSWR MH
DEPTH 10.62
TOP 21.00
SSWR MH
DEPTH 7.72
TOP 22.93
SSWR MH
DEPTH 6.40
TOP 20.96
SSWR MH
DEPTH 8.88
TOP 19.58
SSWR MH
DEPTH 8.42
TOP 21.23
8" C-900 DR-18
WATER MAIN
8" X 8" CROSS
(4) 8" GV
8" C-900 DR-18
WATER MAIN
FIRE HYDRANT
ASSEMBLY, TYP.
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
8" X 8" TEE
(2) 8" GV
8" PERMANENT
BLOWOFF
ASSEMBLY
FIRE HYDRANT
ASSEMBLY, TYP.
6" C-900 DR-18
WATER MAIN
20' DRAINAGE EASEMENT
20' DRAINAGE
EASEMENT
20' DRAINAGE EASEMENT
VARIABLE WIDTH
PUMP STATION
ACCESS EASEMENT
20' GRAVEL ACCESS
TO PUMP STATION
20'
SANITARY
EASEMENT
STOP SIGN,
TYP.
STOP SIGN,
TYP.
STOP SIGN, TYP.
STOP BAR TYP.
STOP
BAR TYP.
PROPOSED
5' SIDEWALK
PROPOSED 5'
SIDEWALK
PROPOSED 5'
SIDEWALK
8" X 6" REDUCER
(1) 6" GV
10' X 70' SIGHT
DISTANCE TRIANGLE
10' X 70' SIGHT
DISTANCE
TRIANGLE
10' X 70' SIGHT
DISTANCE TRIANGLE
PROPOSED 1"
WATER METER
PROPOSED 1" RPZ
ASSEMBLY IN HOT BOX
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
6"x11.25°+22.5° BEND
40' DRAINAGE
EASEMENT
SSWR MH
DEPTH 7.80
TOP 22.89
SSWR MH
DEPTH 5.00
TOP 21.54
10' MAINTENANCE
EASEMENT
8" X 6" REDUCER
(1) 6" GV
SSWR MH
DEPTH 8.61
TOP 22.18
11.25° BEND
FIRE HYDRANT
ASSEMBLY, TYP.
PROPOSED 4" SDR-21
PVC FORCEMAIN
22.5° BEND
11.25° BEND
6"x45° BEND
MOVABLE BARRICADE FOR
SCM MAINTENANCE ACCESS
STREET LIGHT
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
20' PUBLIC
ACCESS EASEMENT
SEE NOTE 21 ON C2.0
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.FLOODPLAIN
EASEMENT
FLOODPLAIN
EASEMENT
FLOODPLAIN
EASEMENT
R48'
R25'
R48'
R30.5'
R30.5'
CENTER OF TRIBUTARY
CENTER OF TRIBUTARY
FLOODWAY LINE
FLOODWAY LINE
20' DRAINAGE ACESS EASEMENT
20' SANITARY ACCESS EASEMENT
20' DRAINAGE
ACCESS EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
2
.
0
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
DE
T
A
I
L
E
D
S
I
T
E
S
P
E
C
I
F
I
C
S
I
T
E
A
N
D
U
T
I
L
I
T
Y
P
L
A
N
-
S
H
E
E
T
4
O
F
5
C2.4
1"=50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEMA10
0
F
E
M
A
1
0
0
FEMA1
0
0
FEMA100
FE
M
A
1
0
0
FEMA
1
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500 FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA500FEMA500
FEMA5
0
0
FEMA500
FEMA500
FEMA500FEMA500
FEMA500
FEMA500
FE
M
A
5
0
0
FEMA500
FEMA500
FEM
A
5
0
0
FEMA500FEMA500
FEMA500FEMA500FEMA500FEMA500FEMA500
FEMA5
0
0
FEMA50
0FEM
A
5
0
0
FEMA500
FEMA500FEMA500FEMA500FEMA500
FEM
A
5
0
0
FEMA50
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEMA
5
0
0
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100FEMA100FEMA100
FEMA100FEMA100
FEMA100
FEMA100
FEMA100
FEMA100FEMA100
FEMA100
FE
M
A
1
0
0
FEMA100FEMA100FEMA100
FEMA100FEMA100
FEMA100
FEMA100
FEMA100FEMA100FEMA100
FEMA1
0
0
FEMA100
FEMA100
FEMA100
F
E
M
A
1
0
0
FEMA10
0 FEMA100
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
DAIRY FARM ROAD
35
2200 SF
0.051 AC
2200 SF
0.051 AC
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
MA
T
C
H
L
I
N
E
C
2
.
1
MA
T
C
H
L
I
N
E
C
2
.
5
MA
T
C
H
L
I
N
E
C
2
.
5
T
O
P
MA
T
C
H
L
I
N
E
C
2
.
5
B
O
T
T
O
M
RIGHT OF WAY LINE
PROPOSED 4" SDR-21 PVC
PRIVATE FORCE MAIN
10' OFF OF
RIGHT OF WAY
PROPERTY BOUNDARY
EDGE OF PAVEMENT
CENTERLINE OF ROAD
RIGHT OF WAY
EDGE OF DRIVEWAY
PROPOSED TURN LANE
20' SANITARY EASEMENT
PID: R01800-003-012-000
NEW HANOVER COUNTY
BOARD OF EDUCATION
SIDBURY ROAD TRACT
NHC BOARD OF EDUCATION
Deed BK 5954 PG 2089
MAP BK 59 PG 235
PID: R01800-003-012-001
SIDBURY CROSSING LLC
BK 6407 PG 0409
575' SIGHT DISTANCE
PER AASHTO CRITERIA
FOR ENTRANCE 1
TO CENTER OF
NORTHBOUND LANE
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA10
0
FEM
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEMA10
0
F
E
M
A
1
0
0
FEMA1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500 FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500FEMA500
FEM
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA500FEMA500
FEMA5
0
0
FEMA500
FEMA500
FEMA500FEMA500
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100FEMA100FEMA100FEMA100FEMA100
FEMA100
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
G
FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM
FM
FM
FM
FM
MA
T
C
H
L
I
N
E
C
2
.
5
T
O
P
MA
T
C
H
L
I
N
E
C
2
.
5
B
O
T
T
O
M
PROPOSED 4" SDR-21 PVC
PRIVATE FORCEMAIN
RIGHT OF WAY
10' OFFSET FROM
RIGHT OF WAY
EDGE OF PAVEMENT
CENTERLINE OF ROAD
EXISTING SANITARY MAIN
RIGHT OF WAY
RIGHT OF WAY
PROPOSED FORCE MAIN
TIE IN TO EXISTING MAIN
DAIR
Y
F
A
R
M
R
O
A
D
SID
B
U
R
Y
R
O
A
D
20' SANITARY
EASEMENT
PID: R01800-003-012-000
NEW HANOVER COUNTY
BOARD OF EDUCATION
SIDBURY ROAD TRACT
NHC BOARD OF EDUCATION
Deed BK 5954 PG 2089
MAP BK 59 PG 235
PID: R01800-003-012-001
SIDBURY CROSSING LLC
BK 6407 PG 0409
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
2
.
0
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
DE
T
A
I
L
E
D
S
I
T
E
S
P
E
C
I
F
I
C
S
I
T
E
A
N
D
U
T
I
L
I
T
Y
P
L
A
N
-
S
H
E
E
T
5
O
F
5
C2.5
1"=50'
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
N
A
D
8
3
BL
U
E
C
L
A
Y
R
D
FEMA1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA100
FEM
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA10
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA10
0
FEMA100FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA10
0
FE
M
A
1
0
0
FEMA10
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FEMA100
FE
M
A
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA5
0
0
FEMA500
FEMA500
FEMA500
FEM
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500
FEMA
5
0
0FEMA5
0
0
FEMA5
0
0
FEMA5
0
0
FEMA500
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500
FEMA
5
0
0
FEMA
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500
FEMA
5
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEMA100FEMA100
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA50
0
FEMA
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA
1
0
0
FEMA100
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FEMA100
FEMA100
FEMA100
FE
M
A
5
0
0
FEMA50
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA
5
0
0
FEMA500
FEMA500
FEMA500
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA5
0
0
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
5
0
0
FEMA
5
0
0
FEMA500
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA100
FEMA1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FEMA100
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA50
0
FE
M
A
5
0
0
FEMA50
0
FEMA500 FEMA500
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA
5
0
0
FEMA500
FEMA50
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEMA500 FEM
A
5
0
0
FEMA50
0
FE
M
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA5
0
0
FEMA50
0
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA10
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
X
X
DYH
DYH
DYH
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12'
'
W
12
'
'
W
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
JU
L
E
S
D
R
I
V
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
REN
O
W
N
C
O
U
R
T
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
AV
I
G
N
O
N
A
V
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
50' P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
AVIG
N
O
N
A
V
E
5
0
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
P
E
O
N
Y
W
A
Y
50' PR
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
JULES
D
R
I
V
E
5
0
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
T
E
L
S
T
A
R
W
A
Y
50' PR
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
FESTIV
A
R
U
N
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
SCM 1
105,320 SF
2.42 AC
SCM 2
410,990 SF
9.44 AC
1
3
2
5
4
6
17
16
8
15
7
14
13
12
11
10
35
36
37
38
39
49
50
51
52
54
55
47
56
40
48
66
41
65
42
64
43
63
44
45 46
53
57
59
58
62
61
60
28
29
30
31
24
32
25
33
26
34
27
21
20
19
18
22
23
79
80
81
82
78
68
69
70
72
71
67
74
75
76
77
73
96 97 98 99
92 93 94 95
91
100 101 102 103
127
119
130
126
118
131
125
117
132
124
116
133
123
115
134
122
114
135
129
121
113
128
120
112
204
205
206
207
208
209
210
211
212
213
214
215
202 203
219 220
217 218216
231
230229228227226
221
222
223
232
233
196
195
194
193
192
191
198
190
197
224
225
201200
199
167
166
165164163
162
169
176
168
175
174
173
172
171
170
186 188
152
187
185
157
153
158
183
154
159
189
184
155
150 151
156
160
177
180
178
183
181
179
182
137
142
147
138
143
148
139
149
144
140
145
136
146
141
85 86
83
104 105 106 107
108 109 110 111
88
89
90
87
84
9
161
APPROXIMATE LIMITS
OF EX. LANDFILL
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''W
8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8''W8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W
8''W
8''W
8''W
8''W
8
'
'
W
0
+
0
0
0
+
5
0
1
+
0
0
1
+
5
0
2
+
0
0
2
+
5
0
3
+
0
0
3
+
5
0
4
+
0
0
4
+
5
0
5
+
0
0
5
+
5
0
6
+
0
0
6
+
5
0
7
+
0
0
7
+
5
0
8
+
0
0
8
+
5
0
9
+
0
0
9
+
5
0
1
0
+
0
0
1
0
+
5
0
1
1
+
0
0
1
1
+
5
0
1
2
+
0
0
1
2
+
5
0
1
3
+
0
0
1
3
+
5
0
1
4
+
0
0
1
4
+
5
0
1
5
+
0
0
1
5
+
5
0
1
6
+
0
0
16
+
5
0
17
+
0
0
17
+
5
0
18+
0
0
18
+
5
0
19
+
0
0
8''
W
8''
W
8''
W
8''W
8''W
8''W
8''W
FM
FM
FM
FM
FM
FM
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
FM
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SAN
SAN
S
S
S
S
S
S
S
MATCHLINE C3.3
MATCHLINE C3.1
MA
T
C
H
L
I
N
E
C
3
.
1
MA
T
C
H
L
I
N
E
C
3
.
2
MATCHLINE C3.4
MATCHLINE C3.2
MA
T
C
H
L
I
N
E
C
3
.
3
MA
T
C
H
L
I
N
E
C
3
.
4
MAT
C
H
L
I
N
E
C
3
.
5
T
O
P
MAT
C
H
L
I
N
E
C
3
.
5
B
O
T
T
O
M
MATCHLINE C3.1
MATCHLINE C3.5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
3
.
0
-
P
R
E
L
I
M
P
L
A
N
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
OV
E
R
A
L
L
S
I
T
E
S
P
E
C
I
F
I
C
G
R
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
C3.0
1"=150'
NA
D
8
3
0 300'
SCALE 1"=150'
150'
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
NOTE: STATE PERMIT 401/404 SHALL BE OBTAINED
PRIOR TO ANY IMPACT TO JUSRISDICTIONAL AND
NON-JURISDICTIONAL WETLANDS.
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED STORM DRAINAGE PIPE
NOTE: ALL LOTS WITHOUT REAR YARD DRAINAGE
SHALL HAVE ROOF DRAINS LEAD TO THE FRONT
YARD. THE FOLLOWING LOTS WILL REQUIRE THIS:
1-17, 58-66, 161-164, 190-233
2
5
2
5
2
5
2
5
2
5
2
5
25
25
23
23
2
4
2424
2
4
2
4
2
4
24
24
2
4
2
4
26
26
2
6
2
6
26
2
6
2
6
26
2
6
2
6
2
6
26
27
27
27
2
7
2
7
2
7
2
7
27
28
2
8
2
8
2
8
2
8
2
8
28
28
1
0
10
10
10
1
5
1
5
1
5
20
202
0
2
0
20
25
25
25
2
5
2
5
25
25
25
25
2
5
30
30
3
0
3
0
3
0
3
0
30
30
3
0
3
0
3030
30
3
0
30
3
0
9
9
1
1
1
1
1
1
1
2
12
1
2
1
2
1
2
1
2
1
2
1
3
1
3
13
1
3
14
1
4
1
4
1
6
1
6
1
6
17
1
7
1
7
18
1
8
1
8
19
1
9
1
9
2
1
2
1
2
12
1
2
1
22
22
22
23
23
2
3
23
23
2424
2
4
24
24
24
2424
24
24
24
2
6
26
26
2
6
2
6
26
26
26
26
26
27
27
27
27
27
27
2
7
27
27
2
7
28
28
2828
2
8
28
28
28
2
8
28
282
8
2
9
29
29
29
2
929
29
29
2
9
2
9
2
9
29
29
29
29
31
31
32
3
2
1
0
1
5
1
5
1
5
1
5
1
5
2
0
20
2
02
0
20
7
8
9
9
9
1
1
1
2
1
4
1
4
1
4
1
4
1
616
1
6
1
6
16
1
7
1
7
17
1
7
17
1
8
18
1
8
1
8
18
1
9
19
1
91
9
19
2
1
21
21
2
1
212
1
21
2222
22
2
2
22
22
2
2
2
2
22
2
2
23
2
3
10
1
0
10
1010
15
15
15
20 2020
2020
20
20
7
8
8
8
9
9
9
9
9
9 9
11
11
11
1212
12
13
13
1313
13
14
1
4
14
1414
1616
16
16
16
16
16
16
16
17
17
17
17
17
18
18
18
18
18
18
19
19
1919
19
19
2
1
2
1
21
21
22
22
23 2
3
23
24
10
10
10
1
0
10
10
101
0
10
10 10
1
0
1
0
88
9
9
9
9
9
11
1
1
1
1
12
1
2
1
2
FEMA5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA
1
0
0
FEMA100
FEMA100
FEMA500
FEMA500
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
1
0
0
X
18" CULVERT
DYH
DYH
ELEV.
2
2
.
6
ELEV. 22.5
ELEV. 22.
2
EL
E
V
.
2
1
.
9
ELEV.
2
1
.
3
BL
U
E
C
L
A
Y
R
D
D
A
I
R
Y
F
A
R
M
R
D
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
D
A
I
R
Y
F
A
R
M
R
O
A
D
OS 2
28,655 SF
0.66 AC
OS 3
37,647 SF
0.86 AC
OS 1
48,866 SF
1.12 AC
OS 4
33,649 SF
0.77 AC
OS 8
3,263 SF
0.07 AC
OS 6
2,000 SF
0.05 AC
OS 7
2,000 SF
0.05 AC
OS 9
2,000
0.05
AMENITY
45,598 SF
1.05 AC
1
6
5
4
3
2
9
8
7
10
12
11
17
16
15
14
13
21
20
19
18
22
23
28
24
25
26
27
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
47
45
46
48
49
50
51
52
54
55
56
53
57
59
66
58
65
64
63
62
61
60
79
80
81
82
78
74
75
76
77
73
68
69
70
72
71
67
85
86
83
88
89
90
87
84
92
93
94
91
95
96 97 98 99
100
101
102
103
104
105
106
107
108
109
110
111
127
119
130
126
118
131
125
117
132
124
116
133
123
115
134
122
114
135
121
113
120
112
142
147
152
138
143
148
139
149
153
144
154
140
145
155
146
150
141
151
167
166
165
164
163
162
169
168
170
186
185
184
204
202
203
161
APPROXIMATE LIMITS
OF EX. LANDFILL
2
5
24
24
23
2
5
2
5
24
24
24
2
5
14
24
24
24
25
16
23
24
24
24
24
23
24
2
3
24
24
24
23
23
22
22
23
22
23
23
24
22
22
21
21
22
23
22
24
2
5
2
3
22
21
21
22
2
222
22
24
25
2
6
24 2
3
22
25
29
2
3
24
23
22
26
2
6
2
6
2
6
2
6
2
6
26
2
6
30
26
26
2
4
24
2
4
2
4
2
4
2
7
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8'
'
W
8''W
8''W
8''W
8''W 8''W
8''W
8''W
8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W
8''W
8''W
0
+
0
0
0
+
5
0
1
+
0
0
1
+
5
0
2
+
0
0
2
+
5
0
3
+
0
0
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SA
N
SAN
SAN
SAN
SA
N
S
A
N
SAN
SAN
SAN
S
A
N
S
A
N
S
A
N
S
A
N
S
S
S S
SAN
SANS
A
N
SA
N
SA
N
SAN
SAN
TOP = 24.01
DEPTH = 8.39
TOP = 24.01
DEPTH = 9.00
TOP = 24.28
DEPTH = 8.28
TOP = 24.30
DEPTH = 3.55
TOP = 25.13
DEPTH = 4.43
TOP = 24.04
DEPTH = 10.07
TOP = 24.38
DEPTH = 9.44
TOP = 23.99
DEPTH = 3.69
TOP = 23.87
DEPTH = 12.11
TOP = 22.63
DEPTH = 10.09
TOP = 23.85
DEPTH = 8.48
TOP = 23.84
DEPTH = 8.09
TOP = 24.76
DEPTH = 8.10
TOP = 24.76
DEPTH = 8.99
TOP = 23.68
DEPTH = 10.15
TOP = 23.04
DEPTH = 5.83
TOP = 23.04
DEPTH = 5.22
TOP = 22.90
DEPTH = 3.56
TOP = 22.63
DEPTH = 10.70
TOP = 24.83
DEPTH = 4.34
TOP = 23.18
DEPTH = 4.64
TOP = 23.93
DEPTH = 5.37
TOP = 24.01
DEPTH = 13.47
TOP = 22.75
DEPTH = 5.81
TOP = 21.99
DEPTH = 10.63
TOP = 21.99
DEPTH = 9.11
TOP = 20.92
DEPTH = 13.68
TOP = 21.98
DEPTH = 11.53
TOP = 22.01
DEPTH = 4.12
TOP = 22.42
DEPTH = 6.60
TOP = 22.35
DEPTH = 12.64
TOP = 22.36
DEPTH = 9.78
TOP = 21.16
DEPTH = 12.28
TOP = 21.16
DEPTH = 9.37
TOP = 20.72
DEPTH = 12.29
TOP = 20.73
DEPTH = 9.54
TOP = 24.61
DEPTH = 4.68
TOP = 22.65
DEPTH = 9.96
TOP = 22.39
DEPTH = 12.99
TOP = 21.52
DEPTH = 4.68
TOP = 22.42
DEPTH = 8.87
TOP = 22.42
DEPTH = 9.10
1
5
"
R
C
P
1
8
"
R
C
P
4
8
"
R
C
P
18
"
R
C
P
24" RC
P
15
"
R
C
P
2
4
"
R
C
P
1
8
"
R
C
P
1
8
"
R
C
P
1
5
"
R
C
P
1
5
"
R
C
P
18
"
R
C
P
48
"
R
C
P
4
8
"
R
C
P
15" RC
P
24" RC
P
15" RC
P
24" R
C
P
15" RC
P
30"
R
C
P
18"
R
C
P
24" RCP
4
2
"
R
C
P
36" RC
P
48"
R
C
P
3
0
"
R
C
P
36"
R
C
P
18
"
R
C
P
15" RCP
18"
R
C
P
24
"
R
C
P
15" RC
P
18" R
C
P
48" RC
P
1
8
"
R
C
P
24
"
R
C
P
30
"
R
C
P
24"
R
C
P
18
"
R
C
P
TOP = 23.96
DEPTH = 7.80
TOP = 23.57
DEPTH = 6.63
24"
R
C
P
15"
R
C
P
MATCHLINE C3.3
MATCHLINE C3.1
MA
T
C
H
L
I
N
E
C
3
.
1
MA
T
C
H
L
I
N
E
C
3
.
2
P
R
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
P
R
O
P
O
S
E
D
T
U
R
N
L
A
N
E
TOP = 23.44
DEPTH = 10.31
TOP = 23.08
DEPTH = 9.74
TOP = 24.19
DEPTH = 7.61
18
"
R
C
P
18
"
R
C
P
TOP = 24.20
DEPTH = 5.17
MATCHLINE C2.1
MATCHLINE C2.5
E
X
I
S
T
I
N
G
R
C
P
I
N
V
E
R
T
I
N
2
3
.
1
2
I
N
V
E
R
T
O
U
T
2
3
.
1
2
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
3
.
0
-
P
R
E
L
I
M
P
L
A
N
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
DE
T
A
I
L
E
D
S
I
T
E
S
P
E
C
I
F
I
C
G
R
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
-
S
H
E
E
T
1
O
F
5
C3.1
1"=50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED STORM DRAINAGE PIPE
20
2525
2
5
25
25
25
25
2
5
25
25
2
5
21
22
22
23
2
3
24
24
242
4
2424
2
4
2
4
24
24
2
4
26
26
26
2
6
10
10
1
5
9
9
1
1
1
2
1
2
1
2
1
3
1
4
1
6
1
7
1
8
1
0
1
5
1
5
1
5
1
5
1
5
20
2
02
0
20
7
8
9
9
9
1
1
1
2
1
4
1
4
1
4
1
4
1
616
1
6
1
6
16
1
7
1
7
17
1
7
17
1
8
18
1
8
1
8
18
1
9
19
1
91
9
19
21
21
21
2
1
212
1
21
22
22
2
2
22
22
22
10
1
0
10
1010
10
1
0
10
1
0
1
5
1
5
15
1
5
15
15
15
15
15
1
5
20 2020
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
20
20
2020
20
20
20
20
20
2
0
2
0
20
2
5
25
7
8
8
8
9
9
9
9
9
9
9
9 9
11
11
11
1
1
11
1212
12
12
1
2
13
13
1313
13
14
1
4
1
4
1
4
1
4
1
4
14
1414
1414
14
14
1616
16
16
16
1
6
16
16
16 16
1
6
1
6
1
6
16
16
16
17
1
7
17
1717
17
17
17
1
7
17
1
7
1
7
1
7
17
17
17
18
18
18
1
8
18
1
8
1
8
18
18
1818
18
18
18
18
18
1
8
18
19
19
1
9
1
9
1
9
1
9
1
9
19
19
19
1919
19
19
19
19
1
9
19
2
1
2
1
21
2
1
2
1
2
1
2
1
21
21
21
21
2
1
2
1
21
22
22
22
2
2
2
2
2
2
2
2
22
22
22
22
2
2
2
2
22
2
3
2
3
23
23
23 2
3
23
2
3
23
23
2
3
23
23
23
2
3
23
2
3
23
24
24
2
4
2
4
24
2
4
24
24
2
4
2
5
21
21
2
1
22
2
2
2
2
23
2
3
23
24
2
4
24
2020
20
25
25
25
25
25
17
17
18
18
19
19
2122
2
2
222
2
22
2
2
22
23
2
3
23
23
23
242
4
24
24
24
2
4
24
26
2
6
27
27
28
2
8
15
15
20
20
20
20
16
16
16
16
17
17
17
17
18
18
18
18
18
18
19
19
19
19
21
2
1
15
15
20
20
16
16
17
1718
18
19
19
21
22
23
24
15
1515
15
20
16
16
16
16
17
17
17
17
17
18
18
18
18 18
19
21
22
10
10
10
1
0
10
10
10
1
0
1
0
9
9
9
FEMA500
F
E
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEMA100
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100 FEMA
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA10
0
FEMA100
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA10
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
5
0
0
F
E
M
A
5
0
0
FEMA
5
0
0
FEMA500
FEMA5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA5
0
0
FEMA500FEMA500
FEM
A
5
0
0
FEMA5
0
0
FEMA500
FEM
A
5
0
0
FEMA500
FEMA500
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA500
FEMA5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA500
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
ELEV. 22.5ELEV. 21.9ELEV.
2
1
.
3
E
L
E
V
.
2
0
.
5
E
L
E
V
.
2
0
.
8
ELEV
.
2
0
.
4
E
L
E
V
.
2
1
.
3
SCM 2
410,990 SF
9.44 AC
OS 4
33,649 SF
0.77 AC
OS 8
3,263 SF
0.07 AC
OS 10
2,652 SF
0.06 AC
OS 7
2,000 SF
0.05 AC
OS 9
2,000 SF
0.05 AC
59
66
58
65
64
63
62
61
60
100
101
102
103
107
108
109
110
111
127
119
130
126
118
131
125
117
132
124
116
133
123
115
134
122
114
135
129
121
113
128
120
112
147
152
148
157
149
153
158
154
159
155
146
150
151
156
160
189
204
205
206
207
208
209
210
211
212
213
214
215
202
203
18
22
25
26
25
24
25
19
24
25
24
23
21
24
23
24
2
5
24
23
22
22
25
23
23
2324
24
23
2
5
2
5
24
24
24
2
5
14
24
24
24
16
24
24
24
24
22
22
23
22
23
23
24
22
23
24
23
24
020
10
0
1
5
2
5
25
20
0
0
22
21
0
0
2
1
0
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8'
'
W
8''W
8''W
8''W 8''W 8''W 8''W 8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
S
S
S
S
S
S
S
S
S
SA
N
SAN
SAN
SA
N
S
SA
N
SA
N
SAN
SAN
SA
N
SA
N
SA
N
TOP = 23.85
DEPTH = 8.48
TOP = 23.84
DEPTH = 8.09
TOP = 23.68
DEPTH = 10.15
TOP = 22.75
DEPTH = 5.81
TOP = 21.99
DEPTH = 10.63
TOP = 21.99
DEPTH = 9.11
TOP = 21.98
DEPTH = 11.53
TOP = 22.65
DEPTH = 9.96
TOP = 22.42
DEPTH = 8.87
TOP = 22.42
DEPTH = 9.10
3
0
"
R
C
P
18
"
R
C
P
15" RCP
18"
R
C
P
24
"
R
C
P
15" RC
P
24
"
R
C
P
30
"
R
C
P
24"
R
C
P
TOP = 17.24
DEPTH = 12.11
TOP = 22.30
DEPTH = 9.69
TOP = 23.97
DEPTH = 12.90
TOP = 22.58
DEPTH = 10.49
TOP = 23.52
DEPTH = 4.77
TOP = 8.51
DEPTH = 2.94
TOP = 23.96
DEPTH = 7.80
TOP = 23.57
DEPTH = 6.63
4
8
"
R
C
P
36
"
R
C
P
15" RCP
36
"
R
C
P
36
"
R
C
P
24"
R
C
P
15"
R
C
P
MA
T
C
H
L
I
N
E
C
3
.
1
MA
T
C
H
L
I
N
E
C
3
.
2
MATCHLINE C3.4
MATCHLINE C3.2
TOP = 21.20
DEPTH = 4.71
18" RCP
TOP = 22.29
DEPTH = 2.29
TOP = 23.44
DEPTH = 10.31
3
0
"
R
C
P
30"
R
C
P
TOP = 23.08
DEPTH = 9.74
1
8
"
R
C
P
TOP = 23.16
DEPTH = 8.56
TOP = 24.19
DEPTH = 7.61
18
"
R
C
P
18
"
R
C
P
TOP = 24.20
DEPTH = 5.17
6'L x 5'W x 12"D
VELOCITY DISSIPATOR
EMERGENCY SPILLWAY
ELEVATION = 20.00'
100'X6' FOREBARY DAM WEIR
ELEVATION 20'
24'L x 12'W x 18"D
VELOCITY DISSIPATOR
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
3
.
0
-
P
R
E
L
I
M
P
L
A
N
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
DE
T
A
I
L
E
D
S
I
T
E
S
P
E
C
I
F
I
C
G
R
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
-
S
H
E
E
T
2
O
F
5
C3.2
1"=50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED STORM DRAINAGE PIPE
20
2
0
25
25
25
2
5
16
17
17
18 18
19 19
19
19
2
1
21
2
2
22
23
23
23
23
24
24
2
4
24
2
6
26
2
6
26
26
26
2
7
27
2727
27
27
27
27
2
7
28
28
28
28
2
8
10
1
0
1
0
1
0
15
15
15
1
5
1515
1
5
1515
15
1
5
15
1
5
1
5
15
15
15
15
15
20
20
20
2
020
20
20
202
0
20 20
2
0
20
202
0
2020
2
0
2
0
20
20
2
0
20
25
25
252
5
25
2
5
2
5
25
25
3
0
3
0
3030
30
3
0
30
3
0
9
9
9
9
11
1
1
11
1
1
1
1
1
1
1
1
1
1
12
12
12
1
2
12
1
2
1212
1
2
1212
1
2
1
2
1
2
1
3
1
3
13
13
13
1313
13
13
13
1313
13
1
3
1
3
13
13
1
3
14
14
14
1
4
14
14
14
14
141
4
14141
4
14
1
6
16
1
6
1
6
16
16
16
1
616
16
16
16
16
16
16
1
7
1
7
171
7
1
7
17
17
17
1
7
17
1
7
1
7
17
17
1
7
1
8
1
8
1
8
18
18
1
8
18
18
18
18
18
1
8
18
19 191
9
19
1919
19
1
9
19
19
19
1919
1
9
1
9
1
9
1
919
19
2121
21
2
1 21
21
21
2
1
2121
21
21
21
21
21
21
2
1
21
2
1
22
22
22
22
22
2
2
2222
22 22
2
2
22
2
2
22
22
22
2
2
22
22
23
23
23
23
2323
2
3
23
23
23
2323
23
23
23
23
2
3
23
24
24
24
2
4
24
2
4
2424
24
24
24
24
2
4
26
26
2
6
26
26
2
6
26
26
2
7
27
27
27
27
2
7
27
28
2828
28
28
2
8
28
282
8
2
929
29
29
2
9
2
9
2
9
29
29
29
2
9
1010
1
0
1
0
1515
1
5
15
15
15
15
1
5
1
5
1
5
15
1
5
1515
1
5
9
9
11
11
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
2
1212
1
2
12
12
1
2
12
12
1
2
1
2
1
2
1
2
131
3
1
3
1
3
13
1
3
1
3
13
13
1
3
13
131
3
1
3
1
3
1
3
1
3
1
3
13
13
14
1
4
1414
14
14
1414
14
14
14
1414
14
1
4
14
1
4
1
4
14
14
1
4
1
4
1
4
14
1
4
1
6
10
10
1
0
10
10
1
0
10
10
1
0
1
0
9
9
9
11 1
1
1
1
1
1
1
1
1
1
11
1
1
11
1
1
1
2
1
2
12
12
12
1
2
1
2
131313
13
14
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA500
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEMA500FEMA5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
X
X
X
18" CULVERT
DYH
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
BL
U
E
C
L
A
Y
R
O
A
D
X
X
X
SCM 1
105,320 SF
2.42 AC
OS 3
37,647 SF
0.86 AC
OS 8
3,263 SF
0.07 AC
OS 6
2,000 SF
0.05 AC
OS 7
2,000 SF
0.05 AC
OS 5
1,867 SF
0.04 AC
2,000
PUMP STATION
7,247 SF
0.17 AC
82
85
86
83
88
89
90
87
84
104
105
106
107
108
109
110
111
121
137
142
147
152
138
143
148
139
149
153
144
154
140
145
155
136
146
150
141
151
167
166
165
164
163
162
169
168
174
173
172
171
170
176
175
186
177
185
180
178
183
181
184
179
182
196
195
194
193
192
191
190
197
161
20
22
2121
22
23
22
23
23
24
22
22
21
21
22
23
222
3
22
21
21
22
2
222
22
24
25
2
6
24 2
3
22
25
29
29
24
2
3
22
21
20
24
23
22
22
23
21
21
20
21
22
21
20
26
19
13
34
34
1
3
1
9
1
9
14
1
5
1
3
1
9
19 14
19
20
20
19 14
34
34
2
7
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8
'
'
W
8
'
'
W
1''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8'
'
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
S
S
S
S
S
S
S
S
S
S
SA
N
SA
N
SAN
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
S
A
N
SA
N
SAN
TOP = 24.28
DEPTH = 8.28
TOP = 23.99
DEPTH = 3.69
TOP = 23.87
DEPTH = 12.11
TOP = 23.18
DEPTH = 4.64
TOP = 21.31
DEPTH = 4.63
TOP = 22.75
DEPTH = 5.81
TOP = 21.99
DEPTH = 10.63
TOP = 21.99
DEPTH = 9.11
TOP = 20.94
DEPTH = 4.94
TOP = 20.94
DEPTH = 6.44
TOP = 20.92
DEPTH = 13.68
TOP = 16.87
DEPTH = 7.49
TOP = 21.98
DEPTH = 11.53
TOP = 22.01
DEPTH = 4.12
TOP = 22.42
DEPTH = 6.60
TOP = 21.06
DEPTH = 5.08
TOP = 19.79
DEPTH = 15.91
TOP = 21.05
DEPTH = 16.12
TOP = 22.35
DEPTH = 12.64
TOP = 22.36
DEPTH = 9.78
TOP = 21.16
DEPTH = 12.28
TOP = 21.16
DEPTH = 9.37
TOP = 19.73
DEPTH = 16.17
TOP = 20.83
DEPTH = 4.83
TOP = 20.72
DEPTH = 12.29
TOP = 20.73
DEPTH = 9.54
TOP = 19.54
DEPTH = 7.05
TOP = 19.54
DEPTH = 4.94
TOP = 18.42
DEPTH = 8.52
TOP = 8.70
DEPTH = 8.88
TOP = 22.39
DEPTH = 12.99
TOP = 21.52
DEPTH = 4.68
TOP = 19.73
DEPTH = 5.36
TOP = 19.10
DEPTH = 15.63
60
"
R
C
P
24
"
R
C
P
15" R
C
P
15"
R
C
P
15" RCP
36" R
C
P
36
"
R
C
P
24" RCP
18
"
R
C
P
2
4
"
R
C
P
1
8
"
R
C
P
15
"
R
C
P
24"
R
C
P
36
"
R
C
P
15
"
R
C
P
60
"
R
C
P
60
"
R
C
P
60
"
R
C
P
1
5
"
R
C
P
18
"
R
C
P
48"
R
C
P
4
8
"
R
C
P
15" RC
P
24" RC
P
15" RC
P
24" R
C
P
48"
R
C
P
3
0
"
R
C
P
36"
R
C
P
18"
R
C
P 15" RC
P
48" RC
P
18"
R
C
P
18
"
R
C
P
60
"
R
C
P
MATCHLINE C3.3
MATCHLINE C3.1
MA
T
C
H
L
I
N
E
C
3
.
3
MA
T
C
H
L
I
N
E
C
3
.
4
TOP = 19.95
DEPTH = 8.49
30
"
R
C
P
24
"
R
C
P
TOP = 17.00
DEPTH = 13.00
24" RC
P
TOP = 15.05
DEPTH = 13.00
TOP = 12.26
DEPTH = 5.50
16'L x 6'W x 26"D
VELOCITY DISSIPATOR
EMERGENCY SPILLWAY
ELEVATION = 17.50'
30'X6' FOREBARY DAM WEIR
ELEVATION 13'
40'L x 15'W x 26"D
VELOCITY DISSIPATOR
18'L x 9'W x 18"D
VELOCITY DISSIPATOR
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
3
.
0
-
P
R
E
L
I
M
P
L
A
N
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
DE
T
A
I
L
E
D
S
I
T
E
S
P
E
C
I
F
I
C
G
R
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
-
S
H
E
E
T
3
O
F
5
C3.3
1"=50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED STORM DRAINAGE PIPE
15
15
20
13131
3
1
3
1313
1
4
14
14
16
16
17
17
17
17
18
18
1
8
19
19
21
22
23
1
0
1
0
15
15
15
1
5
1515
9
9
1
1
1
1
1
1
1
1
1212
1
2
1212
1
2
1
2
1
2
13
13
1
3
1
3
1
4
14
14
14
10
1
0
10
1
0
1010
1
0
1
0
1515
1
5
15
15
15
15
1
5
1
5
1
5
15
1
5
1515
1
5
15
15
20
20
2
0
20
20
2
5
25
9
9
11
11
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
12
1
2
1
2
12
1212
1
2
12
12
1
2
12
12
1
2
1
2
1
2
1
2
131
3
1
3
1
3
13
1
3
1
3
1
3
13
13
1
3
13
131
3
1
3
1
3
1
3
1
3
1
3
13
13
14
1
4
1414
14
14
1414
14
14
14
1414
14
1
4
14
1
4
1
4
1
4
14
1
4
14
1
4
1
4
1
4
14
1
4
16
16
1
6
17
17
17
18
18
18
19
19
1
919
19
21
21
2
1
2121
22
22
2
2
23
23
2
3
23
2
3
23
24
2
4
24
2
4
24
24
25
25
25
2
42426
26
26
2
7
27
2
7
28
20
10 10 10101010
15
15
1
51
5
1515
151
5
15 15
151
5
15
15
1
5
15
1515
15
15
15
20
20
20
11
11
11
11
1111
11
111111 11
11
12
12
1
212
12
12
12
1
2
12
12
1
2
12
13
1
3
1313
13
13
13
13
1
3 13
1
3
13
13
13 13
13
13
13
1
4
1
4
14
14
141
4
14
14 14
14
14
14
14
14
14
1
4
1
4
1
4
14
1
41414
1
4
14
14
1
4
14
14
16
16
1
6
16
16
17
1
7
17
17
1718
18
18
18
18
19
19
19
1
919
21
21
2
1
22
22
2
2
23
2
3
24
24
2
4
2424
24
1
5
1
5
15
15
15
15
1515
15
15
15
15
1
5
1
5
1
5
20
1
2
1
2
1
3
1
3
1
3
13
13
1
3
1
3
1
3
14
1
4
1
4
1
4
1
4
14
14 14
14
1
4
1
4
1
4
1
6
16
16
16
16
16
16
16
16
16
16
16
1617
17
17
17
17
17
17
17
17
18
18
18
18 18
18
1
8
19
21
22
15
20
2
0
20
16
16
16
17
1
7
1718
1
8
18
19
1
9
19212
1
21 22
2
2
22
2
3
23
2424
10
10
1
0
10
10
1
0
10
10
1
0
1
0
9
9
9
11 1
1
1
1
1
1
1
1
1
1
11
1
1
1
2
1
2
12
13
13
14
FEMA1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
F
E
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100 FEMA
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA10
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA500
FEMA5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA5
0
0
FEMA50
0FEMA500
FEMA
5
0
0
FEMA500
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA
5
0
0
FEMA50
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEM
A
5
0
0
FEMA500
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
FEMA500FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0 FEMA100
FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA
1
0
0
FEMA1
0
0
FEMA100
FEMA10
0
FEMA1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
ELEV. 20.4
ELEV. 20.5
ELEV. 20.8
EL
E
V
.
2
0
.
7
ELEV.
2
0
.
5
EL
E
V
.
2
0
.
3
EL
E
V
.
1
9
.
8
EL
E
V
.
1
9
.
3
EL
E
V
.
1
8
.
9
EL
E
V
.
2
1
.
0
E
L
E
V
.
2
0
.
5
E
L
E
V
.
2
0
.
8
SCM 1
105,320 SF
2.42 AC
OS 11
1,756 SF
0.04 AC
OS 8
3,263 SF
0.07 AC
OS 6
2,000 SF
0.05 AC
OS 10
2,652 SF
0.06 AC
OS 7
2,000 SF
0.05 AC
OS 9
2,000 SF
0.05 AC
EXISTING CEMETERY
21,446 SF
0.49 AC
106
107
108
109
110
111
121
142
147
152
143
148
157
149
153
158
144
154
159
140
145
155
146
150
141
151
156
160
186 188
187
185
180
178
183
189
181
184
179
182
196
195
194
193
192
191
198
190
197
201200
199
219 220
213
214
215
217 218216
231
230
229228227
226
221
222
223
224
225
232
233
20
22
2121
22
24
23
24
16
23
20
22
21
21 17
21
18
22
2
3
22
24
23
24
24
25
26
25
24
25
19
24
25
24
24
23
22
22
22
23
23
24
22
22
23
23
22
23
24
21
21
22
21
20
19
13
34
34
1
3
1
9
1
9
14
1
5
1
3
1
9
34
22
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
6''W
6''W8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8
'
'
W
8
'
'
W
8
'
'
W
6
'
'
W
S
S
S
S
S
S
SAN
SAN
S
A
N
SAN
SAN
SAN
SA
N
SA
N
SA
N
S
S
S
SA
N
SA
N
SAN
SAN
SANSAN
TOP = 22.75
DEPTH = 5.81
TOP = 21.99
DEPTH = 10.63
TOP = 21.99
DEPTH = 9.11
TOP = 20.94
DEPTH = 4.94
TOP = 20.94
DEPTH = 6.44
TOP = 21.98
DEPTH = 11.53
TOP = 22.01
DEPTH = 4.12
TOP = 19.79
DEPTH = 15.91
TOP = 19.73
DEPTH = 16.17
TOP = 19.54
DEPTH = 7.05
TOP = 19.54
DEPTH = 4.94
TOP = 8.70
DEPTH = 8.88
TOP = 19.10
DEPTH = 15.63
15"
R
C
P
15
"
R
C
P
24"
R
C
P
3
0
"
R
C
P
36"
R
C
P
18"
R
C
P 15" RC
P
60
"
R
C
P
TOP = 17.24
DEPTH = 12.11
TOP = 24.36
DEPTH = 5.47
TOP = 23.97
DEPTH = 12.90
TOP = 24.32
DEPTH = 14.40
TOP = 23.52
DEPTH = 4.77
4
8
"
R
C
P
15" RCP
36
"
R
C
P
48" RCP
15" RC
P
36
"
R
C
P
MATCHLINE C3.4
MATCHLINE C3.2
MA
T
C
H
L
I
N
E
C
3
.
3
MA
T
C
H
L
I
N
E
C
3
.
4
TOP = 22.72
DEPTH = 15.05
48" RCP
TOP = 21.09
DEPTH = 15.42
4
8
"
R
C
P
TOP = 22.14
DEPTH = 9.57
TOP = 23.58
DEPTH = 15.10
2
4
"
R
C
P
TOP = 17.00
DEPTH = 13.00
24" RC
P
TOP = 15.05
DEPTH = 13.00
16'L x 6'W x 26"D
VELOCITY DISSIPATOR
EMERGENCY SPILLWAY
ELEVATION = 17.50'
30'X6' FOREBARY DAM WEIR
ELEVATION 13'
40'L x 15'W x 26"D
VELOCITY DISSIPATOR
18'L x 9'W x 18"D
VELOCITY DISSIPATOR
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
3
.
0
-
P
R
E
L
I
M
P
L
A
N
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
DE
T
A
I
L
E
D
S
I
T
E
S
P
E
C
I
F
I
C
G
R
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
-
S
H
E
E
T
4
O
F
5
C3.4
1"=50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED STORM DRAINAGE PIPE
25 25
25
25 25
2525
25
25
25
2
5
2
5
25
2
5
2
222
22
22
2222
2222
2
3
2
3
23
2
3
23
23
2
3
23
23
23
2323
23
23
24 24
242424
24
24
2
4
24
24
2424
24
24
2424
24
24
2
6
26
26
26
26
26
262
6
26
26
26 2626
26
26
2
6
27
2727
27
27
27
28
28
28
28
29
29
25252525
2
5 252530
2
3
232323
2
3
2324
242424
2424
2
4
24
2
6
272829
31
32
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEMA10
0
F
E
M
A
1
0
0
FEMA1
0
0
FEMA100
FE
M
A
1
0
0
FEMA
1
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500 FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA500FEMA500
FEMA5
0
0
FEMA500
FEMA500
FEMA500FEMA500
FEMA500
FEMA500
FE
M
A
5
0
0
FEMA500
FEMA500
FEM
A
5
0
0
FEMA500FEMA500
FEMA500FEMA500FEMA500FEMA500FEMA500
FEMA5
0
0
FEMA50
0FEM
A
5
0
0
FEMA500
FEMA500FEMA500FEMA500FEMA500
FEM
A
5
0
0
FEMA50
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEMA
5
0
0
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100FEMA100FEMA100
FEMA100FEMA100
FEMA100
FEMA100
FEMA100
FEMA100FEMA100
FEMA100
FE
M
A
1
0
0
FEMA100FEMA100FEMA100
FEMA100FEMA100
FEMA100
FEMA100
FEMA100FEMA100FEMA100
FEMA1
0
0
FEMA100
FEMA100
FEMA100
F
E
M
A
1
0
0
FEMA10
0 FEMA100
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
EL
E
V
.
2
3
.
6
ELEV
.
2
3
.
3
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
DAIRY FARM ROAD
35
36
30
26
26
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
14+50
15+00
15+50
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
MA
T
C
H
L
I
N
E
C
3
.
5
T
O
P
MA
T
C
H
L
I
N
E
C
3
.
5
B
O
T
T
O
M
RIGHT OF WAY LINE
PROPOSED PRIVATE FORCE MAIN
10' OFF OF
RIGHT OF WAY
EDGE OF PAVEMENT
CENTERLINE OF ROAD RIGHT OF WAY
EDGE OF DRIVEWAY
20' SANITARY EASEMENT
PID: R01800-003-012-000
NEW HANOVER COUNTY
BOARD OF EDUCATION
SIDBURY ROAD TRACT
NHC BOARD OF EDUCATION
Deed BK 5954 PG 2089
MAP BK 59 PG 235
PID: R01800-003-012-001
SIDBURY CROSSING LLC
BK 6407 PG 0409
MA
T
C
H
L
I
N
E
C
2
.
1
MA
T
C
H
L
I
N
E
C
2
.
5
2
525
2525
25
2
5
2525
25
2
5
2
5
25
2
5
30
30
3030
3
0
303030
30
35
2
323
23
2
3
24
24
24
2
4
2424
24
2
6
26
2
6 26
26
26
26
2
6
26
26
26
26
26
26
26
2
6
2
6
26
2
6
2
727
27
27
27
272727
27
27
27
27
27
27
2
7
28
28
2
828
28
28
28
2828
28
28
28
28
28
28
282828
29
29
2
9
29
29
2929
29
29
29
29
29
3
1
3
1
31
3
2
33
34
25252
5252
3
23
24242
4
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA10
0
FEM
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEMA10
0
F
E
M
A
1
0
0
FEMA1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500 FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500FEMA500
FEM
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA500FEMA500
FEMA5
0
0
FEMA500
FEMA500
FEMA500FEMA500
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100FEMA100FEMA100FEMA100FEMA100
FEMA100
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
G
FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
12+00 12+50 13+00 13+50 14+00
14+50
15+00
15+50
16+00
16+50
17+0
0
17+5
0
18+0
0
18+5
0
19+0
0
19+50
20+00
20+50
21+00
21+50
22+00 22+50 23+00 23+50 24+00 24+50
25+
0
0
25+
5
0
25
+
6
6
.
0
5
FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM
FM
FM
FM
FM
MA
T
C
H
L
I
N
E
C
3
.
5
T
O
P
MA
T
C
H
L
I
N
E
C
3
.
5
B
O
T
T
O
M
PROPOSED PRIVATE FORCEMAIN
RIGHT OF WAY
10' OFFSET FROM
RIGHT OF WAY
EDGE OF PAVEMENT
CENTERLINE OF ROAD
EXISTING SANITARY MAIN
RIGHT OF WAY
RIGHT OF WAY
PROPOSED FORCE MAIN
TIE IN TO EXISTING MAIN
DAIR
Y
F
A
R
M
R
O
A
D
SID
B
U
R
Y
R
O
A
D
20' SANITARY
EASEMENT
PID: R01800-003-012-000
NEW HANOVER COUNTY
BOARD OF EDUCATION
SIDBURY ROAD TRACT
NHC BOARD OF EDUCATION
Deed BK 5954 PG 2089
MAP BK 59 PG 235
PID: R01800-003-012-001
SIDBURY CROSSING LLC
BK 6407 PG 0409
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
3
.
0
-
P
R
E
L
I
M
P
L
A
N
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
DE
T
A
I
L
E
D
S
I
T
E
S
P
E
C
I
F
I
C
G
R
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
-
S
H
E
E
T
5
O
F
5
C3.5
1"=50'
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
N
A
D
8
3
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED STORM DRAINAGE PIPE
APPROXIMATE LIMITS
OF EX. LANDFILL
BROOKDALE DR
GI
L
B
E
R
T
C
U
R
R
Y
D
R
WOODHAV
E
N
D
R
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FEMA100
FE
M
A
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA5
0
0FEMA500FE
M
A
5
0
0
FEMA500
FEMA500
FEMA
5
0
0
FEMA
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEMA100FEMA100
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA10
0
FEMA100
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA100
FEMA100
FEMA100
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA50
0
FEMA
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FEMA100
FEMA100
FEMA100
FE
M
A
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA
5
0
0
FEMA500
FEMA500
FEMA500
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FE
M
A
5
0
0
FEMA5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA50
0
FE
M
A
5
0
0
FEMA5
0
0
FEMA500 FEMA500
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA50
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEMA500 FEM
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
Z
O
N
E
"
A
E
"
(
E
L
.
2
1
.
7
)
Z
O
N
E
"
A
E
"
E
L
.
2
2
.
0
SHADED "X"
Z
O
N
E
"
X
"
ZONE
"
X
"
SHADED "X"
SHAD
E
D
"
X
"
ZONE "X
"
Z
O
N
E
"
A
E
"
(
E
L
.
2
2
.
6
)
ZONE "AE"
(EL. 22.2)ZONE "X"
Z
O
N
E
"
A
E
"
(
F
L
O
O
D
W
A
Y
)
FEMA500
FE
M
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA5
0
0
FEMA50
0
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA1
0
0
FEMA10
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
X
X
X
APPROXIMATE
POWER LINE
EASEMENT AS
SCALED FROM
MB 49, PG 85
FLOOD ZONE "X"
FLOOD ZONE SHADED "X"
FLOOD ZONE "AE"
FLOODWAY
FLOOD ZONE "X"
FLOOD ZONE "X"
FLOOD ZONE "X"
FLOOD ZONE SHADED "X"
FLOOD ZONE SHADED "X"
FLOOD ZONE SHADED "X"
FLOOD ZONE "AE"
FLOOD ZONE "AE"
FLOOD ZONE "AE"
FLOOD ZONE "AE"
FLOOD ZONE SHADED "X"
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
EXISTING
POWERLINE
EXISTING
POWERLINE
EXISTING
POWERLINE
EXISTING
POWERLINE
DYH
DYH
DYH
DYH
FLOO
D
Z
O
N
E
S
H
A
D
E
D
"
X
"
FLOOD ZONE "AE"
FLOO
D
Z
O
N
E
"
A
E
"
F
M
F
M
F
M
F
M
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12'
'
W
12
'
'
W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''W 8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8''W8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W
8''W
8''W
8''W
8''W
8'
'
W
0
+
0
0
0
+
5
0
1
+
0
0
1
+
5
0
2
+
0
0
2
+
5
0
3
+
0
0
3
+
5
0
4
+
0
0
4
+
5
0
5
+
0
0
5
+
5
0
6
+
0
0
6
+
5
0
7
+
0
0
7
+
5
0
8
+
0
0
8
+
5
0
8''
W
8''
W
8''
W
8''W
8''W
8''W
8''W
FM
FM
FM
FM
FM
FM
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SAN
SAN
S
S
S
S
S
S
S
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
JU
L
E
S
D
R
I
V
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
REN
O
W
N
C
O
U
R
T
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
AV
I
G
N
O
N
A
V
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
50' P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
AVIG
N
O
N
A
V
E
5
0
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
P
E
O
N
Y
W
A
Y
50' PR
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
JULES
D
R
I
V
E
5
0
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
T
E
L
S
T
A
R
W
A
Y
50' PR
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
FESTIV
A
R
U
N
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
SCM 1
105,320 SF
2.42 AC
SCM 2
410,990 SF
9.44 AC
1
3
2
5
4
6
17
16
8
15
7
14
13
12
11
10
35
36
37
38
39
49
50
51
52
54
55
47
56
40
48
66
41
65
42
64
43
63
44
45 46
53
57
59
58
62
61
60
28
29
30
31
24
32
25
33
26
34
27
21
20
19
18
22
23
79
80
81
82
78
68
69
70
72
71
67
74
75
76
77
73
96 97 98 99
92 93 94 95
91
100 101 102 103
127
119
130
126
118
131
125
117
132
124
116
133
123
115
134
122
114
135
129
121
113
128
120
112
204
205
206
207
208
209
210
211
212
213
214
215
202 203
219 220
217 218216
231
230229228227226
221
222
223
232
233
196
195
194
193
192
191
198
190
197
224
225
201200
199
167
166
165164163
162
169
176
168
175
174
173
172
171
170
186 188
152
187
185
157
153
158
183
154
159
189
184
155
150 151
156
160
177
180
178
183
181
179
182
137
142
147
138
143
148
139
149
144
140
145
136
146
141
85 86
83
104 105 106 107
108 109 110 111
88
89
90
87
84
9
161
MATCHLINE C5.3
MATCHLINE C5.1
MA
T
C
H
L
I
N
E
C
5
.
1
MA
T
C
H
L
I
N
E
C
5
.
2
MATCHLINE C5.4
MATCHLINE C5.2
MA
T
C
H
L
I
N
E
C
5
.
3
MA
T
C
H
L
I
N
E
C
5
.
4
OV
E
R
A
L
L
L
A
N
D
S
C
A
P
E
A
N
D
P
L
A
N
T
I
N
G
P
L
A
N
C5.0
1"=150'ALLOWABLE STREET TREE PLANT LIST
COMMON NAME BOTANICAL NAME SIZE
RIVER BIRCH BETULA NIGRA 2" CAL, 4.5' HT
BLACK GUM NYSSA SYLVATICA 2" CAL, 4.5' HT
RED MAPLE ACER RUBRUM 2" CAL, 4.5' HT
OVERCUP OAK QUERCUS LYRATA 2" CAL, 4.5' HT
LACEBARK ELM ULMUS PARVIFOLIA 'LACEBARK'2" CAL, 4.5' HT
JAPANESE CRAPE MYRTLE LAGERSTROEMIA FAURIEI 2" CAL, 4.5' HT
LAUREL OAK QUERCUS HEMISPHAERICA 2" CAL, 4.5' HT
1.STREET TREES SHALL BE SPACED EVENLY EVERY 50' ALONG RIGHTS-OF-WAY,
UNLESS STREET TREE WOULD IMPACT UTILITIES OR EASEMENTS.
2.TREES SHALL NOT BE PLANTED WITHIN THE RIGHTS-OF-WAY. STREET TREES SHALL
BE PLANTED BETWEEN 3 AND 5 FEET BEHIND THE RIGHT-OF-WAY.
3.PLACEMENT OF TREES SHALL AVOID DRIVEWAYS, WATER AND SEWER SERVICES,
AND OTHER UTILITIES. CHOOSE LOCATION TO MINIMIZE DISTURBANCE TO EXISTING
TREE ROOTS.
4.TREES SHALL BE MULCHED WITH 3" CLEAN PINE STRAW.
5.TREES SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE TIME OF
ACCEPTANCE.
6.HOMEOWNERS ASSOCIATION WILL OWN AND MAINTAIN OPEN SPACE PARCELS.
7.ALL LANDSCAPING RESPONSIBILITY IS LOCATED WITHIN THE HOMEOWNERS
ASSOCIATION COVENANTS.
8.EXISTING TREES WILL BE PRESERVED IN BUFFERS WHERE POSSIBLE. PLANTINGS
WILL BE ADDED AS NEEDED TO MEET BUFFER REQUIREMENTS.
NOTES
AVOID PURCHASING TREES WITH TWO LEADERS
OR REMOVE ONE AT PLANTING. OTHERWISE, DO
NOT PRUNE TREE AT PLANTING EXCEPT FOR
SPECIFIC STRUCTURAL CORRECTIONS.
DO NOT STAKE TREES EXCEPT WHERE
SPECIFIED BY LANDSCAPE ARCHITECT.
IF STAKING IS NECESSARY, USE TWO
OPPOSING STAKES WITH SEPARATE
FLEXIBLE TIES. REMOVE STAKING AT
END OF FIRST GROWING SEASON.
3" (5 CM) PINE STRAW MULCH. DO NOT
PLACE MULCH IN CONTACT WITH TRUNK.
4" (10 CM) RAISED RING OF SOIL TO
DIRECT WATER INTO ROOT BALL.
ESPECIALLY IMPORTANT IF TOP OF ROOT
BALL IS RAISED ABOVE GRADE.
BEFORE PLANTING, ADD 3-4" (7-10 CM) OF
WELL-COMPOSTED LEAVES, RECYCLED
YARD WASTE OR OTHER COMPOST AND TILL
INTO TOP 6" (15 CM) OF PREPARED SOIL. ADD
COMPOST AT 20-35% BY VOLUME TO
BACKFILL.
EXTEND STAKES INTO UNDISTURBED SOIL.
4-6" (10-15 CM) DEEPER THAN ROOT BALL
FOR LOWERED PLANTING HOLE AS NEEDED
WITH POOR DRAINAGE.
PACK BACKFILL SOIL AROUND BASE OF ROOT
BALL TO STABILIZE. ALLOW REST OF BACKFILL
TO SETTLE NATURALLY OR TAMP LIGHTLY.
IF PLANTING HOLES ARE DUG WITH
A LARGER AUGER, BREAKING DOWN
THE SIDE WITH A SHOVEL CAN
ELIMINATE GLAZING AND CREATE
THE PREFERRED SLOPING SIDE.
SET BALL ON UNDISTURBED SOIL
MOUND TO PREVENT SETTLING.
CUT BURLAP, ROPE, WIRE BASKET
AWAY FROM TOP AND SIDES OF
ROOT BALL.
DIG WIDE PLANTING HOLE WITH
TAPERED SIDES.
WIDTH OF PLANTING HOLE IS 3
TIMES ROOT BALL DIAMETER IN
HIGHLY COMPACTED OR CLAY
SOIL, 2 TIMES MINIMUM IN ALL
OTHERS.
TRUNK FLARE AND TOP OF ROOT
BALL SHOULD BE AT GRADE IN
WELL DRAINED SOIL, UP TO 4
INCHES (10 CM) ABOVE GRADE IN
POORLY DRAINED SOILS.
DO NOT WRAP TRUNK.
MARK THE NORTH SIDE OF
THE TREE IN THE NURSERY
AND LOCATE TO THE NORTH
IN THE FIELD.
TYPICAL TREE PLANTING
NO SCALE
WIDTH OF THE TOP OF THE
HOLE TO BE 3 TIMES THE ROOT
BALL WIDTH IN CLAY SOILS
STREET TREE
PLANTING LEGEND
QUILL SEDGE
VIRGINIA SWEETSPIRE
JOE PYE WEED
(CEREX TENERA)
(ITEA VIRGINICA)
(EUPAT' FISTULOSUS)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
5
.
0
-
P
L
N
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
NA
D
8
3
0 300'
SCALE 1"=150'
150'
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
REQUIRED
A MINIMUM OF 15 TREES AT LEAST 2” DBH MUST BE RETAINED OR PLANTED ON THE PARCEL
WHERE DEVELOPMENT OCCURS FOR EACH ACRE OR PROPORTIONATE AREA DISTURBED
50.36 ACRES DISTURBED
x 15 TREES
= 756 TREES REQUIRED TO BE PLANTED WITH 2" MIN. DBH
PROPOSED
487 NATIVE TREES WITH 2" MIN. DBH IN FOREST OR CLUSTER TO BE RETAINED WITHIN PROJECT BOUNDARY
+ 135 SIGNIFICANT TREES WITH 2" MIN. DBH TO BE RETAINED WITHIN PROJECT BOUNDARY
+ 172 PROPOSED STREET TREES WITH 2" MIN. DBH
= 794 RETAINED OR PROPOSED TREES WITH 2" MIN. DBH
TREE PLANTING STANDARDS PER UDO 5.3.4.C
APPROXIMATE LIMITS
OF EX. LANDFILL
FEMA5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA
1
0
0
FEMA100
FEMA100
FEMA500
FEMA500
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
1
0
0
ZONE "X
"
Z
O
N
E
"
A
E
"
(
E
L
.
2
2
.
6
)
ZONE "AE"
(EL. 22.2)ZONE "X"
X
FLOOD ZONE "X"
FLOOD ZONE "AE"
WETLANDS
WETLANDS
18" CULVERT
NON-JURISDICTIONAL
WETLANDS
NON-JURISDICTIONAL
WETLANDS
NON-JURISDICTIONAL
WETLANDS
DYH
DYH
BL
U
E
C
L
A
Y
R
D
D
A
I
R
Y
F
A
R
M
R
D
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8'
'
W
8''W
8''W
8''W
8''W 8''W
8''W
8''W
8''W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W
8''W
8''W
0
+
0
0
0
+
5
0
1
+
0
0
1
+
5
0
2
+
0
0
2
+
5
0
3
+
0
0
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SA
N
SAN
SAN
SAN
SA
N
S
A
N
SAN
SAN
SAN
S
A
N
S
A
N
S
A
N
S
A
N
S
S
S S
SAN
SANS
A
N
SA
N
SA
N
SAN
SAN
2
5
24
24
23
2
5
2
5
24
24
24
2
5
14
24
24
24
25
16
23
24
24
24
24
23
24
2
3
24
24
24
23
23
22
22
23
22
23
23
24
22
22
21
21
22
23
22
24
2
5
2
3
22
21
21
22
2
222
22
24
25
2
6
24 2
3
22
25
29
2
3
24
23
22
26
2
6
2
6
2
6
2
6
2
6
26
2
6
30
26
26
2
4
24
2
4
2
4
2
4
2
7
D
A
I
R
Y
F
A
R
M
R
O
A
D
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
50' P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
AVIG
N
O
N
A
V
E
5
0
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
P
E
O
N
Y
W
A
Y
50' PR
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
JULES
D
R
I
V
E
5
0
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
T
E
L
S
T
A
R
W
A
Y
50' PR
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
FESTIV
A
R
U
N
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
OS 2
28,655 SF
0.66 AC
OS 3
37,647 SF
0.86 AC
OS 1
48,866 SF
1.12 AC
OS 4
33,649 SF
0.77 AC
OS 8
3,263 SF
0.07 AC
OS 6
2,000 SF
0.05 AC
OS 7
2,000 SF
0.05 AC
OS 9
2,000
0.05
AMENITY
45,598 SF
1.05 AC
1
6
5
4
3
2
9
8
7
10
12
11
17
16
15
14
13
21
20
19
18
22
23
28
24
25
26
27
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
47
45
46
48
49
50
51
52
54
55
56
53
57
59
66
58
65
64
63
62
61
60
79
80
81
82
78
74
75
76
77
73
68
69
70
72
71
67
85
86
83
88
89
90
87
84
92
93
94
91
95
96 97 98 99
100
101
102
103
104
105
106
107
108
109
110
111
127
119
130
126
118
131
125
117
132
124
116
133
123
115
134
122
114
135
121
113
120
112
142
147
152
138
143
148
139
149
153
144
154
140
145
155
146
150
141
151
167
166
165
164
163
162
169
168
170
186
185
184
204
202
203
161
MATCHLINE C5.3
MATCHLINE C5.1
MA
T
C
H
L
I
N
E
C
5
.
1
MA
T
C
H
L
I
N
E
C
5
.
2
DE
T
A
I
L
E
D
L
A
N
D
S
C
A
P
E
A
N
D
P
L
A
N
T
I
N
G
P
L
A
N
-
S
H
E
E
T
1
O
F
4
C5.1
1"=50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
STREET TREE
PLANTING LEGEND
QUILL SEDGE
VIRGINIA SWEETSPIRE
JOE PYE WEED
(CEREX TENERA)
(ITEA VIRGINICA)
(EUPAT' FISTULOSUS)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
5
.
0
-
P
L
N
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
FEMA5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA10
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FEM
A
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA100
FEMA
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100 FEMA
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA10
0
FEMA100
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA10
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA5
0
0
FEMA500FEMA500
FEMA
5
0
0
FEMA5
0
0
FEMA500
FEM
A
5
0
0
FEMA500
FEMA500
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA500
FEMA5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA500
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
1
0
0
Z
O
N
E
"
A
E
"
(
E
L
.
2
2
.
6
)
ZONE "AE"
(EL. 22.2)
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
5
0
0
FEMA500
FEMA
5
0
0
FEMA500 FEMA
5
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA
1
0
0
FEMA1
0
0
FEMA100
FEMA10
0
FEMA1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FLOOD ZONE "X"
FLOOD ZONE SHADED "X"
FLOOD ZONE "AE"
NON-JURISDICTIONAL
WETLANDS
FLOO
D
Z
O
N
E
S
H
A
D
E
D
"
X
"
FLOO
D
Z
O
N
E
"
A
E
"
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8'
'
W
8''W
8''W
8''W 8''W
8''W
8''W
8''W
8
'
'
W
8
'
'
W
8''W
8''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8
'
'
W
8
'
'
W
8''
W
8''W
8''W
FM
FM
S
S
S
S
S
S
S
S
S
S
S
S
SA
N
SAN
SAN
SA
N
SAN
SA
N
S
A
N
S
A
N
S
S S
SA
N
SA
N
SAN
SAN
SA
N
SA
N
SA
N
17
18
22
2
3
24
24
25
26
25
24
25
19
24
25
24
23
21
24
23
24
2
5
24
23
22
22
25
23
23
2324
24
23
2
5
2
5
24
24
24
2
5
14
24
24
24
25
16
23
24
24
24
24
23
24
2
3
24
24
24
23
23
22
22
23
22
23
23
24
22
22
21
21
22
23
22
24
2
5
22
21
21
22
24
23
22
24
24
020
10
0
1
5
2
5
25
20
0
0
22
0
2
1
0
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
AV
I
G
N
O
N
A
V
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
50' PR
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
FESTIV
A
R
U
N
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
SCM 2
410,990 SF
9.44 AC
OS 3
37,647 SF
0.86 AC
OS 4
33,649 SF
0.77 AC
OS 8
3,263 SF
0.07 AC
OS 6
2,000 SF
0.05 AC
OS 10
2,652 SF
0.06 AC
OS 7
2,000 SF
0.05 AC
OS 9
2,000 SF
0.05 AC
AMENITY
45,598 SF
1.05 AC
43
44
47
45
46
48
49
50
51
52
54
55
56
53
57
59
66
58
65
64
63
62
61
60
85
86
88
89
90
87
92
93
94
91
95
96 97 98 99
100
101
102
103
104
105
106
107
108
109
110
111
127
119
130
126
118
131
125
117
132
124
116
133
123
115
134
122
114
135
129
121
113
128
120
112
142
147
152
138
143
148
157
139
149
153
158
144
154
159
140
145
155
146
150
141
151
156
160
170
186 188
187
185
189
184
204
205
206
207
208
209
210
219
211
220
212
213
214
215
217 218216
202
203
MA
T
C
H
L
I
N
E
C
5
.
1
MA
T
C
H
L
I
N
E
C
5
.
2
MATCHLINE C5.4
MATCHLINE C5.2
DE
T
A
I
L
E
D
L
A
N
D
S
C
A
P
E
A
N
D
P
L
A
N
T
I
N
G
P
L
A
N
-
S
H
E
E
T
2
O
F
4
C5.2
1"=50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
STREET TREE
PLANTING LEGEND
QUILL SEDGE
VIRGINIA SWEETSPIRE
JOE PYE WEED
(CEREX TENERA)
(ITEA VIRGINICA)
(EUPAT' FISTULOSUS)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
5
.
0
-
P
L
N
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA100
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA100
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FEMA500
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEMA500FEMA5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
X
X
X
FLOOD ZONE SHADED "X"
WETLANDS
WETLANDS
18" CULVERT
JURISDICTIONAL
WETLANDS
DYH
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8
'
'
W
8
'
'
W
1''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8'
'
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
S
S
S
S
S
S
S
S
S
S
SA
N
SA
N
SAN
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
S
A
N
SA
N
SAN
20
22
2121
22
23
22
23
23
24
22
22
21
21
22
23
222
3
22
21
21
22
2
222
22
24
25
2
6
24 2
3
22
25
29
29
24
2
3
22
21
20
24
23
22
22
23
21
21
20
21
22
16
21
20
26
19
13
34
34
1
3
1
9
1
9
14
1
5
1
3
1
9
19 14
19
20
20
19 14
34
34
2
7
BL
U
E
C
L
A
Y
R
O
A
D
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
JU
L
E
S
D
R
I
V
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
RE
N
O
W
N
C
O
U
R
T
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
50' PR
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
JULES
D
R
I
V
E
5
0
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
X
X
X
SCM 1
105,320 SF
2.42 AC
OS 3
37,647 SF
0.86 AC
OS 8
3,263 SF
0.07 AC
OS 6
2,000 SF
0.05 AC
OS 7
2,000 SF
0.05 AC
OS 5
1,867 SF
0.04 AC
2,000
PUMP STATION
7,247 SF
0.17 AC
82
85
86
83
88
89
90
87
84
104
105
106
107
108
109
110
111
121
137
142
147
152
138
143
148
139
149
153
144
154
140
145
155
136
146
150
141
151
167
166
165
164
163
162
169
168
174
173
172
171
170
176
175
186
177
185
180
178
183
181
184
179
182
196
195
194
193
192
191
190
197
161
MATCHLINE C5.3
MATCHLINE C5.1
MA
T
C
H
L
I
N
E
C
5
.
3
MA
T
C
H
L
I
N
E
C
5
.
4
DE
T
A
I
L
E
D
L
A
N
D
S
C
A
P
E
A
N
D
P
L
A
N
T
I
N
G
P
L
A
N
-
S
H
E
E
T
3
O
F
4
C5.3
1"=50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
STREET TREE
PLANTING LEGEND
QUILL SEDGE
VIRGINIA SWEETSPIRE
JOE PYE WEED
(CEREX TENERA)
(ITEA VIRGINICA)
(EUPAT' FISTULOSUS)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
5
.
0
-
P
L
N
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100 FEMA
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA10
0
FEMA100
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA10
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA5
0
0
FEMA50
0FEMA500
FEMA
5
0
0
FEMA500
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEMA50
0
FEMA
5
0
0
FE
M
A
5
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
5
0
0
FEMA500
FEMA
5
0
0
FEMA50
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
5
0
0
FEMA500
FEMA
5
0
0
FEMA500
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
FEMA500FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA100
F
E
M
A
1
0
0
F
E
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0 FEMA100
FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA
1
0
0
FEMA1
0
0
FEMA100
FEMA10
0
FEMA1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FLOOD ZONE "X"
FLOOD ZONE SHADED "X"
FLOOD ZONE "AE"
WETLANDS
JURISDICTIONAL
WETLANDS
FLOO
D
Z
O
N
E
S
H
A
D
E
D
"
X
"
FLOO
D
Z
O
N
E
"
A
E
"
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
1''W
6''W
6''W8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8
'
'
W
8
'
'
W
8
'
'
W
6
'
'
W
8'
'
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''W
8''W
FM
FM
FM
FM
FM
FM
FM
FM
S
S
S
S
S
S
S
S
S
S
S
SA
N
SAN
SA
N
SA
N
SA
N
S
A
N
SAN
SA
N
SAN
SA
N
SA
N
SAN
S
S
S
SA
N
SA
N
SAN
SAN
SANSAN
20
22
2121
22
24
23
24
16
23
20
22
21
21 17
21
18
22
2
3
22
24
23
24
24
25
26
25
24
25
19
24
25
24
24
23
22
22
22
23
23
24
22
22
21
21
22
23
22
22
21
21
22
22
21
20
24
23
22
22
23
24
21
21
20
21
22
16
21
20
19
13
34
34
1
3
1
9
1
9
14
1
5
1
3
1
9
19 14
19
20
20
19 14
34
34
22
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
JU
L
E
S
D
R
I
V
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
RE
N
O
W
N
C
O
U
R
T
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
AV
I
G
N
O
N
A
V
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
GLA
D
I
O
L
I
L
A
N
E
50
'
P
R
I
V
A
T
E
R
/
W
-
2
7
'
B
-
B
SE
A
A
S
T
E
R
P
L
A
C
E
X
X
X
SCM 1
105,320 SF
2.42 AC
OS 3
37,647 SF
0.86 AC
OS 11
1,756 SF
0.04 AC
OS 8
3,263 SF
0.07 AC
OS 6
2,000 SF
0.05 AC
OS 10
2,652 SF
0.06 AC
OS 7
2,000 SF
0.05 AC
OS 5
1,867 SF
0.04 AC
OS 9
2,000 SF
0.05 AC
PUMP STATION
7,247 SF
0.17 AC
EXISTING CEMETERY
21,446 SF
0.49 AC
85
86
88
89
90
87
104
105
106
107
108
109
110
111
121
137
142
147
152
138
143
148
157
139
149
153
158
144
154
159
140
145
155
136
146
150
141
151
156
160
174
173
172
171
170
176
175
186 188
177
187
185
180
178
183
189
181
184
179
182
196
195
194
193
192
191
198
190
197
201200
199
219 220
213
214
215
217 218216
231
230
229228227
226
221
222
223
224
225
232
233
MATCHLINE C5.4
MATCHLINE C5.2
MA
T
C
H
L
I
N
E
C
5
.
3
MA
T
C
H
L
I
N
E
C
5
.
4
DE
T
A
I
L
E
D
L
A
N
D
S
C
A
P
E
A
N
D
P
L
A
N
T
I
N
G
P
L
A
N
-
S
H
E
E
T
4
O
F
4
C5.4
1"=50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
STREET TREE
PLANTING LEGEND
QUILL SEDGE
VIRGINIA SWEETSPIRE
JOE PYE WEED
(CEREX TENERA)
(ITEA VIRGINICA)
(EUPAT' FISTULOSUS)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
5
.
0
-
P
L
N
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
5
.
0
-
N
D
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
SI
T
E
N
O
T
E
S
A
N
D
D
E
T
A
I
L
S
-
S
H
E
E
T
1
O
F
4
C6.0
STOP
7'-0"
3'-0"
2'-6"
2'-6"
ROAD SIGN DETAILS
NOT TO SCALE
POST- GALVANIZED
U CHANNEL WEIGHT =
2 LBS/FOOT
R1-1
NONE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
5
.
0
-
N
D
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
UT
I
L
I
T
Y
N
O
T
E
S
A
N
D
D
E
T
A
I
L
S
-
S
H
E
E
T
2
O
F
4
C6.1
NONE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
5
.
0
-
N
D
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
UT
I
L
I
T
Y
N
O
T
E
S
A
N
D
D
E
T
A
I
L
S
-
S
H
E
E
T
3
O
F
4
C6.2
NONE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
43
0
E
a
s
t
w
o
o
d
R
o
a
d
|
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
3
TE
L
9
1
0
.
7
4
6
.
1
1
4
0
F
A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S
D
R
A
W
I
N
G
P
R
E
P
A
R
E
D
A
T
T
H
E
WI
L
M
I
N
G
T
O
N
O
F
F
I
C
E
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
S:
\
3
3
1
\
5
2
3
1
1
-
L
a
k
e
_
P
o
i
n
t
e
\
D
W
G
\
S
h
e
e
t
\
T
R
C
\
5
2
3
1
1
-
3
3
1
-
C
5
.
0
-
N
D
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Gr
a
y
s
o
n
M
o
r
g
a
n
LA
K
E
P
O
I
N
T
E
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
52311
331
J. WALL
331
11/01/2022
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
R
E
C
O
R
D
A
T
I
O
N
O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
C
O
M
M
E
N
T
S
R
E
C
E
I
V
E
D
O
N
1
2
-
2
-
2
0
2
2
3/
1
/
2
0
2
3
FOR
R
E
V
I
E
W
ONL
Y
ST
O
R
M
S
E
W
E
R
N
O
T
E
S
A
N
D
D
E
T
A
I
L
S
-
S
H
E
E
T
4
O
F
4
C6.3
NONE