HomeMy WebLinkAbout20260114 - Pandion Drive - TRC PlansPANDION D
R
SITE
C
R
E
E
K
W
O
O
D
R
D
SID
B
U
R
Y
P
A
R
K
L
N
WA
T
E
R
S
I
D
E
C
T
TIG
E
R
L
I
L
L
Y
P
L
PEPLOW
P
L
CREE
K
S
I
D
E
L
N
DECO
Y
L
N
FUTCH CR
E
E
K
R
D
CAN
O
E
B
R
O
O
K
C
T
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
0
.
0
-
C
O
V
R
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C0.0
CO
V
E
R
S
H
E
E
T
VICINITY MAP
1"=500'
PROPOSED USE:
PROJECT:
SITE DATA
ENGINEER:
TOTAL SITE AREA:
PROPERTY LOCATION:
DEVELOPER:
RESIDENTIAL
PANDION DRIVE
JOHN WALL, PE
PHONE: 910-746-1174
WILMINGTON, NC 28403
430 EASTWOOD ROAD
TIMMONS GROUP
EMAIL: JOHN.WALL@TIMMONS.COM
PULTE GROUP
1150 62ND AVENUE NORTH
PANDION DRIVE
MYRTLE BEACH, SC 29572
LONNIE ELLISOR
TECHNICAL REVIEW COMMITTEE SUBMITTAL
NEW HANOVER COUNTY, NORTH CAROLINA
20.93 AC.
ZONING:R-15 (PERFORMANCE RESIDENTIAL)
EXISTING USE:VACANT
PANDION DRIVE
LONNIE.ELLISOR@PULTEGROUP.COM
PHONE: 916-549-6397
OWNER:SENCA PROPERTIES LLC
PO BOX 56
HAMPSTEAD, NC 28443
PID: R02900-002-008-005
CLASS IV SOILS:0 AC.
DEVELOPMENT AREA:12.57± AC.
1"=500'
PIN:N/A
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS
C1.1 EXISTING TREES
C2.0 OVERALL SITE PLAN
C2.1 DETAILED SITE PLAN - SHEET 1 OF 2
C2.2 DETAILED SITE PLAN - SHEET 2 OF 2
C3.0 OVERALL UTILITY PLAN
C3.1 DETAILED UTILITY PLAN - SHEET 2 OF 2
C3.2 DETAILED UTILITY PLAN - SHEET 2 OF 2
C4.0 OVERALL GRADING AND DRAINAGE PLAN
C4.1 DETAILED GRADING AND DRAINAGE PLAN - SHEET 1 OF 2
C4.2 DETAILED GRADING AND DRAINAGE PLAN - SHEET 2 OF 2
C5.0 OVERALL TREE MITIGATION PLAN
C5.1 DETAILED TREE MITIGATION PLAN - SHEET 1 OF 2
C5.2 DETAILED TREE MITIGATION PLAN - SHEET 2 OF 2
C5.4 TREE REMOVAL TABLES
C6.0 SITE NOTES AND DETAILS - SHEET 1 OF 5
C6.1 UTILITY NOTES AND DETAILS - SHEET 2 OF 5
C6.2 UTILITY NOTES AND DETAILS - SHEET 3 OF 5
C6.3 STORM SEWER NOTES AND DETAILS - SHEET 4 OF 5
C6.4 STORM SEWER NOTES AND DETAILS - SHEET 5 OF 5
PROPERTY OWNERS:
SENCA PROPERTIES LLCPO BOX 56
HAMPSTEAD, NC 28443
PID: R02900-002-008-005
D.B.4505, PG 0484
ZONING: R-15
AREA: 20.93 AC
NA
D
8
3
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
BEARING
S53°22'49"W
S75°54'04"W
N87°06'57"W
N79°25'02"W
N79°31'13"W
N72°06'06"W
S89°17'41"W
S72°18'31"W
S75°00'13"W
S59°06'33"W
S51°05'33"W
S85°39'19"W
N71°26'43"W
S67°09'50"W
S89°08'29"W
N62°30'38"W
N74°39'57"W
S88°35'45"W
N85°47'15"W
N75°09'07"W
LENGTH
22.48'
49.96'
50.22'
50.29'
49.30'
43.31'
47.19'
51.12'
46.78'
48.19'
45.63'
53.41'
34.00'
65.66'
54.29'
39.39'
51.18'
38.06'
50.77'
22.21'
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
FEMA10
0
FEMA100
FEMA1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA100
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
FEMA10
0
FEM
A
1
0
0
FEMA10
0
FEMA
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA10
0
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FEMA100
FE
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
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA1
0
0
FEMA500
FEMA500
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA50
0
FEMA500
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA50
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
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
FEMA5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
FEMA500
FEMA500
FEMA
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
F
E
M
A
5
0
0
FEMA
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA50
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEMA500
FE
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
FEMA500
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA500
FEMA500FE
M
A
5
0
0
FE
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
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
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
FEMA5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
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
FEM
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
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
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
FE
M
A
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA10
0
FE
M
A
1
0
0
FEMA100
FEMA
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FEMA1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
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
FE
M
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA10
0
FEMA1
0
0
FEMA100
FEMA100
FEMA100
FE
M
A
1
0
0
FEMA
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
F
E
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA100
FEMA
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEMA100F
E
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FEMA100FEMA100
FEMA100
FEM
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
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA500
FE
M
A
5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA500
FEMA500
FE
M
A
5
0
0
FEMA500
FEMA500
F
E
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500
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
FEMA5
0
0
FEMA50
0
FEM
A
5
0
0
FEMA500
FEM
A
5
0
0
FEM
A
5
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
FEMA100FEMA100
FEMA100
FE
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
FE
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
FEM
A
1
0
0
FE
M
A
1
0
0
18
18
19
19 17
15
13
11
9
22
21
26 25
23
21
2422
20
22
2
0
1
8
17
18
2
1
19
17
1
6
24
2
2
20
18
16
17
2
2
2
1
2
0
19
18
17
1
6
1
5
14
16
18
20
22
2
2
2119181
8
17
7
9
11
131512
10
8
6
4
14 12 10 8 6
4
1113
14
1618
18
1
7
16
10
9
8
1211
10
86
10
19
17
15
14
10
12
141715
13
11
9
17
16
1
9
22 17
16
14
SS
SS
8
W
8
W
2W
2W
2W
S
S
S
S
SS
PROPERTY BOUNDARY
SID
B
U
R
Y
P
A
R
K
L
A
N
E
WA
T
E
R
S
I
D
E
C
O
U
R
T
TIG
E
R
L
I
L
L
Y
P
L
A
C
E
CAN
O
E
B
R
O
O
K
C
T
1312.65
PANELS 13
D
S
S
S
S
D
D
S
S
S
S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
NORMAL HIGH WATER
LINE MARKED BYTIMMONS GROUPENVIRONMENTAL
AUGUST 20, 2025
RUN OF FUTCH'S CREEKFROM TIMMONS GROUP
REMOTE SENSINGORTHOPHOTO DATEDAUGUST 27, 2025.
PROPERTY LINE AS PER DEED
SENCA PROPERTIES LLCPID: R02900-002-008-005BK4505 PG484
AREA ABOVE HWL:910,574 SQFT / 20.90 AC
AREA BETWEEN HWL AND CENTEROF RUN OF FUTCH'S CREEK:
121,756 SQFT / 4.88 AC WARD FRANK J III STACY RPID: R02900-002-008-004
BK6587 PG1542
CROW GENE PATRICIA
PID: R02900-002-031-000BK6634 PG2319
SILOS NATHAN PBRIDGITTE M
PID: R02900-002-032-000
BK6306 PG2833
MORGAN KAREN JPID: R02900-002-033-000BK2919 PG1956
GA
U
S
E
R
O
G
E
R
A
PID
:
R
0
2
9
0
0
-
0
0
2
-
0
3
4
-
0
0
0
BK
6
0
9
6
P
G
2
1
2
0
NC
P
A
C
E
R
E
L
L
C
PID
:
R
0
2
9
0
0
-
0
0
2
-
0
4
1
-
0
0
0
BK
6
5
7
8
P
G
2
9
0
2
PR
I
D
G
E
N
D
A
R
L
E
N
E
PID
:
R
0
2
9
0
0
-
0
0
2
-
0
5
4
-
0
0
0
BK
3
0
8
2
P
G
2
6
0
PR
I
D
G
E
N
M
O
N
I
Q
U
E
D
PID
:
R
0
2
9
0
0
-
0
0
2
-
0
4
0
-
0
0
0
BK
9
9
0
9
P
G
2
8
2
0
PR
I
D
G
E
N
L
E
R
O
Y
I
I
I
E
T
U
X
PID
:
R
0
2
9
0
0
-
0
0
2
-
0
5
5
-
0
0
0
BK
3
1
1
5
P
G
1
2
2
PR
I
D
G
E
N
L
E
R
O
Y
H
E
I
R
S
PID
:
R
0
2
9
0
0
-
0
0
2
-
0
3
5
-
0
0
0
BK
9
9
0
1
P
G
2
7
3
RP1
8
S
C
O
T
T
S
H
I
L
L
L
L
C
PID:
R
0
2
9
0
0
-
0
0
2
-
3
0
5
-
0
0
0
B76
P
G
2
5
9
RP1
8
S
C
O
T
T
S
H
I
L
L
L
L
C
PID:
R
0
2
9
0
0
-
0
0
2
-
3
0
3
-
0
0
0
B76
P
G
2
5
9
RP18 SCOTTS HILL LLCPID: R02900-002-304-000
B76 PG259
RP1
8
S
C
O
T
T
S
H
I
L
L
L
L
C
PID:
R
0
2
9
0
0
-
0
0
2
-
3
0
2
-
0
0
0
B76
P
G
2
5
9
RP1
8
S
C
O
T
T
S
H
I
L
L
L
L
C
PID:
R
0
2
9
0
0
-
0
0
2
-
3
0
1
-
0
0
0
B76
P
G
2
5
9
RP1
8
S
C
O
T
T
S
H
I
L
L
L
L
C
PID:
R
0
2
9
0
0
-
0
0
2
-
3
0
0
-
0
0
0
B76
P
G
2
5
9
WETLANDS MARKED BYTIMMONS GROUPENVIRONMENTAL
AUGUST 20, 2025AREA: 1,285 SQFT / 0.03AC
TRAVERSE LINE OF EXISTING IRON PIPES
COASTAL WETLANDS MARKEDBY TIMMONS GROUPENVIRONMENTALAUGUST 20, 20251332 SQFT / 0.03 AC
SILT FENCE
SILT FENCE
4' CHAIN LINK FENCE1.25' NE OF LINE HERE
L19L18L17
L16L15
L14L13L12L11
L10
L9
L8L7L6
L5L4L3L2L1
N
4
8
°
0
4
'
4
1
"
W
1
0
0
4
.
2
2
'
N
4
8
°
3
9
'
0
1
"
W
1
2
8
.
1
1
'
N
4
7
°
4
3
'
4
8
"
W
8
1
.
2
5
'
N41°25'00"E446.86'
S4
9
°
1
4
'
5
5
"
E
2
0
7
.
3
0
'
S60°3
0
'
5
5
"
E
2
1
2
.
7
8
'
S60°
2
9
'
4
4
"
E
4
2
3
.
9
2
'
S60°4
0
'
5
5
"
E
84.41'
S60°4
2
'
0
3
"
E
4
3
7
.
9
9
'
S60°3
2
'
4
9
"
E
3
0
9
.
8
9
'
S60°
3
5
'
5
9
"
E
1
9
0
.
0
9
'
S41
°
2
5
'
2
7
"
W
1
9
0
.
2
7
'
N74°53'1
0
"
W
2
0
6
.
4
3
'
S71°38'1
7
"
W
1
3
1
.
4
1
'
N77°10'12"
W
74.15'
S62°42
'
2
9
"
W
1
4
4
.
9
0
'
S84°25'55"W 172.67'
N79°33'01"
W
1
2
8
.
2
9
'S70°16'4
8
"
W
80.03'
(TIE)S7°53'55"E24.78'
S
4
8
°
0
4
'
4
1
"
E
3
3
1
.
4
9
'
DU
E
N
O
R
T
H
27
9
.
7
0
'
(TIE)
S41°25'27"W150.11'
L20
(TIE)S48°04'41"E2.16'
ZONE AEBFE = 13.0'
ZONE X
ZONE X
ZO
N
E
X
ZONE X
ZONE X
FLOOD HAZARD ZONESSHOWN ARE FROM FRISMAP NUMBER 3720327000L,PANEL 3270, UPDATEDJANUARY 17, 2025
89.
1
'
106
.
1
'
62.
0
'
62.
1
'
61.
8
'
65.
8
'
ZONE AE
BFE = 13.0'
P.O.B
NAD83 (2011)
NORTH= 204840.28 FTEAST= 2373408.25 FT
(TIE)
S5°35'42"E45.05'
(TIE)N41°25'00"E2.72'
PA
N
D
I
O
N
D
R
I
V
E
(V
A
R
I
A
B
L
E
W
I
D
T
H
P
R
I
V
A
T
E
R
/
W
)
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
1
.
0
-
E
X
I
S
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C1.0
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
NOTES:
1.SITE BOUNDARY TAKEN FROM SURVEY BY TIMMONS
GROUP, DATED AUGUST 29, 2025.
2.SITE TOPOGRAPHIC INFORMATION TAKEN FROM
TIMMONS GROUP, DATED DECEMBER 15, 2025.
3.THE SUBJECT PROPERTY IS LOCATED IN ZONE X AND
AE, AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN, WITH FIRM MAP
NUMBER 3720327000L AND AN EFFECTIVE DATE OF
JANUARY 17, 2025.
4.WETLAND AND WATER DELINEATION BY TIMMONS
GROUP DATED SEPTEMBER 3, 2025.
1" = 100'
NA
D
8
3
0
SCALE 1"=100'
200'100'
PROPERTY LINE
LEGEND
WETLANDS
EXISTING EASEMENT
100 YEAR FLOODPLAINFEMA100
500 YEAR FLOODPLAINFEMA500
CREEK CENTERLINE
ROAD CENTERLINE
RIGHT OF WAY
MAJOR CONTOUR
MINOR CONTOUR
NOTES:
1.CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE ENVIRONMENTAL REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM DEVELOPER.
2.CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL NECESSARY PERMITS FROM LOCAL AND STAT AUTHORITIES TO COMPLETE THE WORK.
3.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES.
CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS.
4.INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO BEGINNING DEMOLITION WORK.
5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESERVE ALL EXISTING PROPERTY MARKERS. IF DISTURBED, REPLACEMENT MUST BE
BY A CERTIFIED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
6.ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR.
3.ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL
APPLICABLE RULES AND REGULATIONS BY THE CONTRACTOR
4.REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE IN PLACE AN APPROVAL OF THE INSPECTOR. REFER TO EROSION
CONTROL PLAN.
5.REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE.ON-SITE TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS.
6.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY THE OWNER OR OTHERS EXCEPT WHEN PERMITTED UNDER THE
FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE TEMPORARY UTILITY SERVICES. (1) NOTIFY OWNER NOT
LESS THAN ONE WEEK IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. (2) DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING
OWNER WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH APPROPRIATE UTILITY PROVIDER
7.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY
EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW
NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS (WHETHER
OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED
OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR DETAIL.
8.SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO
DETERMINE UTILITY LOCATION AND DEPTHS.
9.THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL UNDERGROUND UTILITIES.
10.CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL EXISTING UTILITIES AND STRUCTURES REQUIRED TO COMPLETE SITE
CONSTRUCTION, EITHER ONSITE OR IN PUBLIC ROW, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.
11.WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH NEW HANOVER COUNTY STANDARDS INCLUDING DISCONNECT FROM THE
MAIN AND REMOVAL OF SERVICES FROM THE RIGHT-OF-WAY.
12.ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE AND FEDERAL REGULATIONS AT NO CHARGE TO THE OWNER.
13.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
ELEMENTS. NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
PROPOSED DESIGN.
14.REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 FEET BEYOND THE
PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS.
15.CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATIONS, AND DEMOLITION WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION
HAVING AUTHORITY AND SHALL OBTAIN ANY PERMITS AS REQUIRED.
16.ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND OSHA REGULATIONS.
17.EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES ( WHETHER OR NOT INDICATED TO BE MODIFIED).
18.CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT-OF-WAY.
19.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
20.BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 207).
21.VERTICAL DATUM SHOWN HEREON IS NAVD88.
(REMOVE)
PROFESSIONAL ENGINEER SEAL
NOT AFFIXED TO SHEET AS
ENGINEER DOES NOT CERTIFY
INFORMATION PROVIDED BY
OTHERS
FEMA100
FEMA100
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
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA10
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
F
E
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
F
E
M
A
1
0
0
FEMA10
0
FEM
A
1
0
0
FEMA1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FE
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
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FEMA100
FE
M
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA500
FEMA500
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA50
0
FEMA500
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA50
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
FEMA5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEMA
5
0
0
FEMA500 FEMA500
FEMA
5
0
0
FEMA5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA500
FEMA
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA50
0
FEMA50
0
F
E
M
A
5
0
0
FEMA50
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
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA50
0
FE
M
A
5
0
0
FEMA500
FEMA500FE
M
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
FE
M
A
5
0
0
FE
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
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
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA500
FEMA500
F
E
M
A
5
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEM
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
FE
M
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA
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
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
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
FEMA1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA10
0
FE
M
A
1
0
0
FEMA100
FEMA1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FEMA1
0
0
F
E
M
A
1
0
0
FEMA100
FE
M
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
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA1
0
0
FEMA100
FEMA100
FEMA100
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
FE
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA1
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA100
FEMA
1
0
0
FEMA1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA100FE
M
A
1
0
0
FEMA100
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA
1
0
0
FEMA100
FEMA100FEMA100
FEMA100
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
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
FEM
A
5
0
0
FEMA500
FEMA500
FEMA500
FE
M
A
5
0
0
FEMA500
FEMA500
F
E
M
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500
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
FEMA5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEM
A
5
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
F
E
M
A
5
0
0
FE
M
A
5
0
0
F
E
M
A
5
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
FEM
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
FEM
A
1
0
0
FE
M
A
1
0
0
SS
SS
8W 8W
8W
8W
8
W
8
W
8
W
8W
8W
8
W
8
W
8
W
8
W
2W
2W
2W
S
S
SS
SS
SS
SS
S
S
S
S
SS
SS
SS
SS
PROPERTY BOUNDARY
SID
B
U
R
Y
P
A
R
K
L
A
N
E
WA
T
E
R
S
I
D
E
C
O
U
R
T
TIG
E
R
L
I
L
L
Y
P
L
A
C
E
CAN
O
E
B
R
O
O
K
C
T
D
SS
S
S
D
D
S
S
S
S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PROPERTY LINE AS PER DEED
SILT FENCE
SILT FENCE
4' CHAIN LINK FENCE1.25' NE OF LINE HERE
PA
N
D
I
O
N
D
R
I
V
E
(V
A
R
I
A
B
L
E
W
I
D
T
H
P
R
I
V
A
T
E
R
/
W
)
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
1
.
0
-
E
X
I
S
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C1.1
EX
I
S
T
I
N
G
T
R
E
E
S
NOTES:
1.SITE BOUNDARY TAKEN FROM SURVEY BY TIMMONS
GROUP, DATED AUGUST 29, 2025.
2.SITE TOPOGRAPHIC INFORMATION TAKEN FROM NEW
HANOVER COUNTY GIS.
3.THE SUBJECT PROPERTY IS LOCATED IN ZONE X,
AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN, WITH FIRM MAP
NUMBER 3720327000L AND AN EFFECTIVE DATE OF
JANUARY 17, 2025.
4.WETLAND AND WATER DELINEATION BY TIMMONS
GROUP DATED SEPTEMBER 3, 2025.
1" = 100'
NA
D
8
3
0
SCALE 1"=100'
200'100'
PROPERTY LINE
LEGEND
WETLANDS
EXISTING EASEMENT
100 YEAR FLOODPLAINFEMA100
500 YEAR FLOODPLAINFEMA500
CREEK CENTERLINE
ROAD CENTERLINE
RIGHT OF WAY
MAJOR CONTOUR
MINOR CONTOUR
TREE LEGEND
LOBLOLLY PINE
SWAMP COTTONWOOD
BLACK CHERRY
WHITE OAK
SOUTHERN RED OAK
LAUREL OAK
WATER OAK
NORTHERN RED OAK
POST OAK
SOUTHERN LIVE OAK
RED MAPLE
PERSIAN SILK TREE
PIGNUT HICKORY
MOCKERNUT HICKORY
FLOWERING DOGWOOD
AMERICAN HOLLY
SWEETGUM
TULIP-POPLAR
SOUTHERN MAGNOLIA
BLACK TUPELO
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA100FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FEMA100
FEMA1
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
FE
M
A
1
0
0
FEM
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
FEMA500
FEMA
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA500
FEM
A
5
0
0
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
FE
M
A
5
0
0
FEM
A
5
0
0
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
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA50
0
FE
M
A
5
0
0
FEMA500
FEMA500FEMA500
FEMA500
FEMA500
FEMA50
0
FEMA500FEMA500
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500FEMA500
FEMA500
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEMA500
FEMA100
FE
M
A
1
0
0
FEMA
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
FEMA
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
FE
M
A
1
0
0
FEMA100
FEMA
1
0
0
FEMA100
FEMA10
0
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
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
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FEMA100
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
FE
M
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
FEM
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
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
FEM
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEM
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEM
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
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA500
FEMA
5
0
0
FEMA500
FEMA
5
0
0
FEMA50
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC
PANDION D
R
I
V
E
SI
D
B
U
R
Y
P
A
R
K
L
A
N
E
WA
T
E
R
S
I
D
E
C
O
U
R
T
T
I
G
E
R
L
I
L
L
Y
P
L
A
C
E
1
2
3
4
5
6
7
8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
23 24 25 26 27 28 29 30 31 32 33 34 35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
'
120'
52
'
22'98'
120'
50
'
50
'
9'
37
'
120'
63
'
9'
4
5
'
120'76
'
7
6
'
4
5
'
120'
76
'
4
5
'
120
'
76'
45'
120
'
76'
45'
12
0
'
38'20'
12'38'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
3'46'
20
'
10
4
'
51'
19'17'11'
2
0
'
11
6
'
86
'
54'
47'
12
0
'
58'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
60'
97
'
51'
12
1
'
12
0
'
28'23'
51'
51'
51'
20'
12
0
'
8'47'
11
9
'
62'
51'
51'
11
9
'
51'
51'
11
9
'
51'
51'
12
0
'
51'
13'38'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
59'
11
9
'
28'31'
39
'
51'
11
9
'
51'
51'
11
9
'
51'
51'
12
0
'
51'
51'
51'
PROPOSED
INFILTRATION
BASIN
21,271 SF
0.49 AC
MA
T
C
H
L
I
N
E
C
2
.
1
MA
T
C
H
L
I
N
E
C
2
.
2
20' ADJACENT PERFORMANCE
RESIDENTAL BUFFER
SUPPLEMTAL PLANTINGS
REQUIRED IN THE BUFFER
WHERE EXISTING VEGETATION
DOES NOT ACHIEVE 0.6 OPACITY
D
S
S
S
S
D
D
S
S
S
S
X X X
X
X
X
X
X
X
X
X
X
L19
L18
L17
L16
L15
L1
4
L13L12
L1
1
L1
0
L9
L8
L7
L6
L5
L4
L3
L2
L1N48°04'41"W 1004.22'N48°39'01"W 128.11'
N47°43'48"W
81.25'
N41°25'00"E446.86'
S49°14'55"E 207.30'
S60°30'55"E
2
1
2
.
7
8
'
S60°29'44"E
4
2
3
.
9
2
'
S60°40'55"E
84.41'
S60°42'03"E
4
3
7
.
9
9
'
S60°32'49"E
3
0
9
.
8
9
'
S60°35'59"E
1
9
0
.
0
9
'
S4
1
°
2
5
'
2
7
"
W
1
9
0
.
2
7
'
N74°53
'
1
0
"
W
2
0
6
.
4
3
'
S7
1
°
3
8
'
1
7
"
W
1
3
1
.
4
1
'
N77°10
'
1
2
"
W
74.15'
S6
2
°
4
2
'
2
9
"
W
1
4
4
.
9
0
'
S84°2
5
'
5
5
"
W
1
7
2
.
6
7
'
N79°3
3
'
0
1
"
W
1
2
8
.
2
9
'
S7
0
°
1
6
'
4
8
"
W
80
.
0
3
'
(TIE)
S7°53'55"E24.78'
S48°04'41"E
331.49'
D
U
E
N
O
R
T
H
2
7
9
.
7
0
'
(TIE)S41°25'27"W150.11'
L20
(TIE)S48°04'41"E2.16'
89
.
1
'
10
6
.
1
'
62
.
0
'
62
.
1
'
61
.
8
'
65
.
8
'
(TIE)S5°35'42"E45.05'
(TIE)N41°25'00"E2.72'
20' ADJACENT
PERFORMANCE RESIDENTAIL
BUFFER SUPPLEMENTAL
PLANTINGS REQUIRED IN
THE BUFFER WHERE
EXISTING VEGETATION DOES
NOT ACHIEVE 0.6 OPACITY
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
2
.
0
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C2.0
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
DEVELOPER:
ENGINEER:
TIMMONS GROUP
JOHN WALL, PE
430 EASTWOOD ROAD
WILMINGTON, NC 28403
PHONE: 910-746-1174
SITE DATA
TOTAL GROSS ACREAGE OF PARCEL = 20.93 ACRES
ZONING =
LAND USE = SINGLE-FAMILY RESIDENTIAL
EMAIL: JOHN.WALL@TIMMONS.COM
PULTE GROUP
4204 PASSERINE AVE, SUITE 210
WILMINGTON, NC 28403
LONNIE ELLISOR
LONNIE.ELLISOR@PULTE.COM
PHONE: 916-549-6397
TOTAL NET ACREAGE OF PARCEL = 20.93 ACRES
CLASS IV SOILS ACREAGE ON PARCEL = 0 ACRES
R-15 PERFORMANCE RESIDENTIAL (PD)
PROPOSED NUMBER OF LOTS = 49
PROVIDED OPEN SPACE AREA = 4.97 AC (23.75%)
PROPOSED DENSITY:
MAXIMUM ALLOWED DENSITY = 2.50 du/a
REQUIRED OPEN SPACE AREA = 4.18 AC (20.00%)
ANTICIPATED PROPOSED BUILT-UPON AREA = 4.82 AC (23.03%)
EXISTING BUILT-UPON AREA = 0 AC (0.00%)
NOTE: SITE
LIGHTING SHOWN IS
CONCEPTUAL
COORDINATE WITH
DUKE ENERGY FOR
EXACT LOCATIONS
AND DETAILS.
N
A
D
8
3
0
SCALE 1"=80'
160'80'
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 TO 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 SHALL 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.PER NHC UDO, SECTION 5.5.2.A, A LIGHTING PLAN IS NOT REQUIRED FOR SINGLE-FAMILY
RESIDENTIAL PROJECTS AND THE COUNTY DOES NOT REQUIRE STREETLIGHTS,
HOWEVER A LIGHTING PLAN IS REQUIRED FOR ANY AMENITY AREA.
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 CFPUA SPECIFICATIONS FOR WATER AND SEWER. A UTILITY
PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCY
MANAGEMENT.
21.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.
1"=80'
TOTAL PROJECT AREA
EXISTING SITE IMPERVIOUS
IMPERVIOUS IN SINGLE FAMILY LOTS
IMPERVIOUS IN ROW
TOTAL IMPERVIOUS
PERCENT IMPERVIOUS
ANTICIPATED IMPERVIOUS AREA DATA
20.93 AC 911,711 SF
0.00 AC 0 SF
3.65 AC 158,976 SF
1.17 AC 51,121 SF
4.82 AC 209,959 SF
23.03%
MINIMUM LOT SIZE = 6,000 SF
AVERAGE LOT SIZE = 6,363 SF (LARGER LOT 49 EXCLUDED)
SETBACKS
FRONT: 20'
REAR: 20'
SIDE: 5'
STREET SIDE: 12'TYPICAL SECTION FOR 50' ROW
NOT TO SCALE
SIDEWALK
SHOULDER
2' VALLEY CURB
SLOPE 3:1 MAXSLOPE 3:1 MAX
1/4"/FT.1/4"/FT.1/4"/FT.1/4"/FT.
0.5'5'6'2'22'
PAVEMENT
PRIVATE RIGHT OF WAY
50'
C/L
2'11.5'
SHOULDER
2' VALLEY CURB
TRAVEL LANETRAVEL LANE
11'11'
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
20' PROPERTY BUFFER
OPEN SPACE
PROPOSED SUBDIVISION LINE
PERVIOUS
KAYAK LAUNCH
AREA (DESIGN
AND PERMIT BY
OTHERS)
OPEN SPACE
OPEN SPACE
49 LOTS / 20.93 ACRES = 2.34 du/a (MAX. 52 LOTS / 20 ACRES = 2.49 du/a)
PROPOSED NUMBER OF LOTS / TOTAL SITE ACREAGE
PROPOSED PARKING
52 UNITS X 2 SPACES/UNIT = 104 SPACES
+ 3 STREET SPACES
=107 SPACES PROPOSED TOTAL
(TO BE OUTSIDE PROPOSED R/W)
*(MAX DENSITY IS 52) LOT #49 TO BE SUBDIVIDED AS NEEDED
IN FUTURE WITH A MAX ALLOWED OF FOUR LOTS.
(349,627 SF)*
18" COMPACTED SUBGRADE TO
98% DRY DENSITY, AASHTO T-180
SURFACE: 2" HMA SURFACE COURSE
(NCDOT TYPE S-9.5B)
BASE: 6" AGGREGATE BASE COURSE (ABC)
PER 520 NCDOT STANDARD SPEC.
NOTES:
1.A SEPARATE SIGN PERMIT MUST BE SUBMITTED AND
REVIEWED BY THE COUNTY FOR COMPLIANCE WITH
SECTION 5.6 OF THE UDO FOR STANDARDS AT OR
AFTER THE SUBMITTAL OF THE SEPARATE ZONING
COMPLIANCE AND CONSTRUCTION PERMITS FOR THE
PRIMARY BUILDING OR USE.
2.ANY TREES REMOVED BEFORE THE TREE REMOVAL
PERMIT IS ISSUED MAY RESULT IN ENFORCEMENT
ACTION UNDER SECTION 5.3.2 OF THE UNIFIED
DEVELOPMENT ORDINANCE TO INCLUDE PROHIBITING
ANY DEVELOPMENT OF THE SITE FOR 3 TO 5 YEARS.
3.UNDER SECTION 5.5.2.A. A LIGHTING PLAN IS NOT
REQUIRED FOR SINGLE-FAMILY RESIDENTIAL PROJECTS
AND THE COUNTY DOES NOT REQUIRE STREETLIGHTS,
HOWEVER A LIGHTING PLAN IS REQUIRED FOR ANY
AMENITY AREA.
SIDBURY PARK LANE
50' R/W (PRIVATE)
TI
G
E
R
L
I
L
L
Y
P
L
A
C
E
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
INFILTRATION
PANDION D
R
I
V
E
SI
D
B
U
R
Y
P
A
R
K
L
A
N
E
W
A
T
E
R
S
I
D
E
C
O
U
R
T
T
I
G
E
R
L
I
L
L
Y
P
L
A
C
E
1
6114 SF
0.140 AC
2
6000 SF
0.138 AC
3
7033 SF
0.161 AC
4
7251 SF
0.166 AC
5
7251 SF
0.166 AC
6
7251 SF
0.166 AC
7
7251 SF
0.166 AC
8
7251 SF
0.166 AC 9
6449 SF
0.148 AC
10
6119 SF
0.140 AC
11
6120 SF
0.140 AC
12
6120 SF
0.140 AC
13
6120 SF
0.140 AC
14
6120 SF
0.140 AC
15
6120 SF
0.140 AC
16
6120 SF
0.140 AC
17
6120 SF
0.140 AC
18
6120 SF
0.140 AC
19
6120 SF
0.140 AC
20
6120 SF
0.140 AC
21
6153 SF
0.141 AC
22
6548 SF
0.150 AC
23
5888 SF
0.135 AC
24
6169 SF
0.142 AC
25
6120 SF
0.140 AC
26
6120 SF
0.140 AC
27
6120 SF
0.140 AC
28
6120 SF
0.140 AC
29
6120 SF
0.140 AC
30
6120 SF
0.140 AC
31
6120 SF
0.140 AC
32
6120 SF
0.140 AC
33
6120 SF
0.140 AC
34
6120 SF
0.140 AC
35
8188 SF
0.188 AC
36
8180 SF
0.188 AC
37
6093 SF
0.140 AC
38
6095 SF
0.140 AC
39
6095 SF
0.140 AC
40
6096 SF
0.140 AC
41
6095 SF
0.140 AC
42
6095 SF
0.140 AC
43
6095 SF
0.140 AC
44
6095 SF
0.140 AC
45
6094 SF
0.140 AC
46
6094 SF
0.140 AC
47
6094 SF
0.140 AC
48
7058 SF
0.162 AC
50
'
120'
52
'
22'98'
120'
50
'
50
'
9'
37
'
120'
63
'
9'
4
5
'
120'
76
'
7
6
'
4
5
'
120'
76
'
45
'
120
'
76'
45'
12
0
'
76'
45'
12
0
'
38'20'
12'38'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
3'46'
20
'
10
4
'
51'
19'
17'11'
2
0
'
11
6
'
86
'
54'
47'
12
0
'
58'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
60'
97
'
51'
12
1
'
12
0
'
28'23'
51'
51'
51'
20'
12
0
'
8'
47'
11
9
'
62'
51'
51'
11
9
'
51'
51'
11
9
'
51'
51'
12
0
'
51'
13'
38'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
59'
11
9
'
28'
31'
39
'
51'
11
9
'
51'
51'
11
9
'
51'
51'
12
0
'
51'
51'
51'
OS 1
117,646 SF
2.70 AC
OS 2
64,871 SF
1.49 AC
PROPOSED
INFILTRATION
BASIN
21,271 SF
0.49 AC
OS 3
33,900 SF
0.78 AC
MA
T
C
H
L
I
N
E
C
2
.
1
MA
T
C
H
L
I
N
E
C
2
.
2
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
D
S
S
S
D
S
S
X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
CROW
G
E
N
E
P
A
T
R
I
C
I
A
PID: R0
2
9
0
0
-
0
0
2
-
0
3
1
-
0
0
0
BK6634
P
G
2
3
1
9
SILOS
N
A
T
H
A
N
P
BRIDG
I
T
T
E
M
PID: R0
2
9
0
0
-
0
0
2
-
0
3
2
-
0
0
0
BK6306
P
G
2
8
3
3
MORGA
N
K
A
R
E
N
J
PID: R0
2
9
0
0
-
0
0
2
-
0
3
3
-
0
0
0
BK2919
P
G
1
9
5
6
GA
U
S
E
R
O
G
E
R
A
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
3
4
-
0
0
0
BK
6
0
9
6
P
G
2
1
2
0
NC
P
A
C
E
R
E
L
L
C
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
4
1
-
0
0
0
BK
6
5
7
8
P
G
2
9
0
2
PR
I
D
G
E
N
D
A
R
L
E
N
E
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
5
4
-
0
0
0
BK
3
0
8
2
P
G
2
6
0
PR
I
D
G
E
N
M
O
N
I
Q
U
E
D
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
4
0
-
0
0
0
BK
9
9
0
9
P
G
2
8
2
0
PR
I
D
G
E
N
L
E
R
O
Y
I
I
I
E
T
U
X
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
5
5
-
0
0
0
BK
3
1
1
5
P
G
1
2
2
RP18 SCOTTS HILL LLC
PID: R02900-002-305-000
B76 PG259
RP18 SCOTTS HILL LLC
PID: R02900-002-303-000
B76 PG259
RP18 SCOTTS HILL LLC
PID: R02900-002-302-000
B76 PG259
RP18 SCOTTS HILL LLC
PID: R02900-002-301-000
B76 PG259
RP18 SCOTTS HILL LLC
PID: R02900-002-300-000
B76 PG259
N48°04'41"W 1004.22'N48°39'01"W 128.11'
N47°43'48"W
81.25'
N41°25'00"E446.86'
S49°14'55"E 207.30'
S60°30'55"E
2
1
2
.
7
8
'
S60°29'44"E
4
2
3
.
9
2
'
S60°40'55"E
84.41'
89
.
1
'
10
6
.
1
'
62
.
0
'
62
.
1
'
61
.
8
'
65
.
8
'
(TIE)S5°35'42"E45.05'
(TIE)N41°25'00"E2.72'
20' ADJACENT
PERFORMANCE RESIDENTAIL BUFFER
SUPPLEMENTAL PLANTINGS REQUIRED
IN THE BUFFER WHERE EXISTING
VEGETATION DOES NOT ACHIEVE 0.6
OPACITY
R
=
1
5
0
.
0
0
'
L
=
2
3
4
.
9
2
'
R=275.00'
L=59.63'
BUILDING SETBACK, TYP.
24" WIDE STOP
BAR (TYP.)
R1-1 STOP SIGN
24" WIDE STOP
BAR (TYP.)
R1-1 STOP SIGN
APPROXIMATE LOCATION OF
MONUMENT SIGN (DESIGN
AND PERMIT BY OTHERS)
5' PROPOSED
SIDEWALK
TIE PROPOSED
CURB AND GUTTER
INTO EXISTING
R37'
R30'
R20'
R30'R30'
R30'
R35'
REMOVE CURB AND
GUTTER WITHIN
PROPSED DRIVEWAY
TIE PROPOSED CURB
AND GUTTER INTO
EXISTING
TRANSITION FROM
VALLEY CURB INTO
EXISTING C&G OVER
5' HORIZONTAL
TRANSITION FROM
VALLEY CURB INTO
EXISTING C&G OVER
5' HORIZONTAL
TIE PROPOSED CURB AND
GUTTER INTO EXISTING
TRANSITION FROM VALLEY CURB INTO
EXISTING C&G OVER 5' HORIZONTAL
REMOVE CURB AND GUTTER
WITHIN PROPSED DRIVEWAY
10' PRIVATE ACCESS
EASEMENT
MAIL KIOSK
SPEED HUMP
SEE DETAIL, SHEET C6.0
ADA RAMP
R8'
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
2
.
0
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C2.1
DE
T
A
I
L
E
D
S
I
T
E
P
L
A
N
-
S
H
E
E
T
1
O
F
2
N
A
D
8
3
0
SCALE 1"=40'
80'40'
1"=40'
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
20' PROPERTY BUFFER
OPEN SPACE
FEMA
1
0
0
FEM
A
1
0
0
FEMA
1
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
FE
M
A
5
0
0
FEMA
5
0
0
FEMA500
FEMA5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEMA500
FEMA500
FEM
A
5
0
0
FEMA
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
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
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
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500 FEMA50
0
FEMA500
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
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
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
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FEMA100
FEMA10
0
FEMA1
0
0
FEMA10
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA100
FEMA1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA100FEMA100
FEMA100
FEMA10
0
FEMA1
0
0
F
E
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
FEMA100
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
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FEMA
1
0
0
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA10
0
FEM
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
FE
M
A
5
0
0
TI
G
E
R
L
I
L
L
Y
P
L
A
C
E
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC
T
I
G
E
R
L
I
L
L
Y
P
L
A
C
E
19
6120 SF
0.140 AC
20
6120 SF
0.140 AC
21
6153 SF
0.141 AC
22
6548 SF
0.150 AC
34
6120 SF
0.140 AC
35
8188 SF
0.188 AC
48
7058 SF
0.162 AC
49
310466 SF
7.127 AC
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
3'46'
20
'
10
4
'
51'
19'
17'11'
2
0
'
11
6
'
86
'
54'
47'
12
0
'
58'
51'
12
0
'
51'
59'
11
9
'
28'
31'
39
'
PROPOSED
INFILTRATION
OS 3
33,900 SF
0.78 AC
MA
T
C
H
L
I
N
E
C
2
.
1
MA
T
C
H
L
I
N
E
C
2
.
2
20' ADJACENT PERFORMANCE
RESIDENTAL BUFFER SUPPLEMTAL
PLANTINGS REQUIRED IN THE BUFFER
WHERE EXISTING VEGETATION DOES
NOT ACHIEVE 0.6 OPACITY
PROPSED
SUBDIVISION
LINE
PERVIOUS KAYAK LAUNCH AREA
(DESIGN AND PERMIT BY OTHERS)
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
S
S
X
X
PROP
E
R
T
Y
L
I
N
E
A
S
P
E
R
D
E
E
D
WARD FRANK J III STACY RPID: R02900-002-008-004BK6587 PG1542
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
5
4
-
0
0
0
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
4
0
-
0
0
0
PR
I
D
G
E
N
L
E
R
O
Y
I
I
I
E
T
U
X
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
5
5
-
0
0
0
L19
L18
L17
L16
L15
L1
4
L13
L12
L1
1
L1
0
L9
L8
L7
L6
L5
L4
L3
L2
L1
S60°40'55"E
84.41'
S60°42'03"E
4
3
7
.
9
9
'
S60°32'49"E
3
0
9
.
8
9
'
S60°35'59"E
1
9
0
.
0
9
'
S4
1
°
2
5
'
2
7
"
W
1
9
0
.
2
7
'
N74°53
'
1
0
"
W
2
0
6
.
4
3
'
S7
1
°
3
8
'
1
7
"
W
1
3
1
.
4
1
'
N77°10
'
1
2
"
W
74.15'
S6
2
°
4
2
'
2
9
"
W
1
4
4
.
9
0
'
S84°2
5
'
5
5
"
W
1
7
2
.
6
7
'
N79°3
3
'
0
1
"
W
1
2
8
.
2
9
'
S7
0
°
1
6
'
4
8
"
W
80
.
0
3
'
(TIE)S7°53'55"E24.78'
S48°04'41"E
331.49'
D
U
E
N
O
R
T
H
2
7
9
.
7
0
'
(TIE)S41°25'27"W150.11'
L20
R=275.00'
L=59.63'
24" WIDE STOP
BAR (TYP.)
R1-1 STOP SIGN
R37'
R30'
R20'
R30'
R35'
TRANSITION FROM VALLEY CURB INTO
EXISTING C&G OVER 5' HORIZONTAL
REMOVE CURB AND GUTTER
WITHIN PROPSED DRIVEWAY
MAIL KIOSK
ADA RAMP
R8'
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
2
.
0
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C2.2
DE
T
A
I
L
E
D
S
I
T
E
P
L
A
N
-
S
H
E
E
T
2
O
F
2
N
A
D
8
3
0
SCALE 1"=40'
80'40'
1"=40'
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
20' PROPERTY BUFFER
OPEN SPACE
(TO BE SUBDIVIDED AS NEEDED IN
FUTURE. MAXIMUM ALLOWED
SUBDIVIDED LOTS IS FOUR.)
SS
SS
SS
8W 8W 8W
8W
8W
8W
8W
8W
8W
8W
8W
2
W
8W
8W
8W 8W 8W
2W
2W
2W
2W
SS
SS
S
S
S
S
SS
SS
SSSSSSSS
SS
SS
SS
SS
D
S
S
S
S
D
D
S
S
S
S
X X X
X
X
X
X
X
X
X
X
X
L19
L18
L17
L16
L15
L1
4
L13L12
L1
1
L1
0
L9
L8
L7
L6
L5
L4
L3
L2
L1N48°04'41"W 1004.22'N48°39'01"W 128.11'
N47°43'48"W
81.25'
N41°25'00"E446.86'
S49°14'55"E 207.30'
S60°30'55"E
2
1
2
.
7
8
'
S60°29'44"E
4
2
3
.
9
2
'
S60°40'55"E
84.41'
S60°42'03"E
4
3
7
.
9
9
'
S60°32'49"E
3
0
9
.
8
9
'
S60°35'59"E
1
9
0
.
0
9
'
S4
1
°
2
5
'
2
7
"
W
1
9
0
.
2
7
'
N74°53
'
1
0
"
W
2
0
6
.
4
3
'
S7
1
°
3
8
'
1
7
"
W
1
3
1
.
4
1
'
N77°10
'
1
2
"
W
74.15'
S6
2
°
4
2
'
2
9
"
W
1
4
4
.
9
0
'
S84°2
5
'
5
5
"
W
1
7
2
.
6
7
'
N79°3
3
'
0
1
"
W
1
2
8
.
2
9
'
S7
0
°
1
6
'
4
8
"
W
80
.
0
3
'
(TIE)S7°53'55"E24.78'
S48°04'41"E
331.49'
D
U
E
N
O
R
T
H
2
7
9
.
7
0
'
(TIE)S41°25'27"W150.11'
L20
(TIE)S48°04'41"E2.16'
89
.
1
'
10
6
.
1
'
62
.
0
'
62
.
1
'
61
.
8
'
65
.
8
'
(TIE)S5°35'42"E45.05'
(TIE)N41°25'00"E2.72'
FEM
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA100FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FEMA100
FEMA1
0
0
FE
M
A
1
0
0
FEM
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
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
FEMA500
FEMA
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEMA500
FEM
A
5
0
0
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
FE
M
A
5
0
0
FEM
A
5
0
0
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
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
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
FEM
A
5
0
0
FEMA
5
0
0
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FEM
A
5
0
0
FEMA5
0
0
FEM
A
5
0
0
F
E
M
A
5
0
0
FEM
A
5
0
0
FEMA50
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500FEMA500
FEMA500
FEMA500
FEMA500
FEMA500FEMA500
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500FEMA500
FEMA500
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA500
FEMA500
FEM
A
5
0
0
FEMA
5
0
0
FEMA500
FE
M
A
5
0
0
F
E
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
FEM
A
5
0
0
FEM
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
FE
M
A
5
0
0
FEMA100
FEM
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
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
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
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
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
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA1
0
0
FEMA100
FEMA100
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
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
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100 FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FEMA100
FEMA100
FEMA1
0
0
FEM
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
FEM
A
1
0
0
FEMA
1
0
0
FEMA100
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FEMA100
FEMA
1
0
0
FEMA100
FEMA1
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
F
E
M
A
1
0
0
FEMA100
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
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
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0FEM
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
FEM
A
5
0
0
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA500
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
FEMA5
0
0
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
FE
M
A
5
0
0
FE
M
A
5
0
0
8'
'
W
8''W 8''W 8''W
8
'
'
W
S
S
S
S
S
S
SANSANSAN
SA
N
MA
T
C
H
L
I
N
E
C
3
.
1
MA
T
C
H
L
I
N
E
C
3
.
2
C C
C
W
W W
W
W
W
W
X
SAN
SAN SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
D
D
S
S
S
D
D
S
S
D
S
D
D
S
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC
PANDION D
R
I
V
E
SI
D
B
U
R
Y
P
A
R
K
L
A
N
E
W
A
T
E
R
S
I
D
E
C
O
U
R
T
TI
G
E
R
L
I
L
L
Y
P
L
A
C
E
1
2
3
4
5
6
7
8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
23 24 25 26 27 28 29 30 31 32 33 34 35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
OS 1
117,646 SF
2.70 AC
OS 2
64,871 SF
1.49 AC
PROPOSED
INFILTRATION
BASIN
21,271 SF
0.49 AC
OS 3
33,900 SF
0.78 AC
EXISTING 8"
WATERLINE
EXISTING
SANITARY
SEWER
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
3
.
0
-
U
T
I
L
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C3.0
OV
E
R
A
L
L
U
T
I
L
I
T
Y
P
L
A
N
N
A
D
8
3
0
SCALE 1"=80'
160'80'
1"=80'
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
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
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, SIDEWALK, OR ADA
RAMPS.
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 CFPUA SPECIFICATIONS FOR WATER AND SEWER. A UTILITY
PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCY
MANAGEMENT.
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
2W
2W
2W
2W
2W
2W
2W
2W
D
S
S
S
D
S
S
X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X N48°04'41"W 1004.22'N48°39'01"W 128.11'
N47°43'48"W
81.25'
N41°25'00"E446.86'
S49°14'55"E 207.30'
S60°30'55"E
2
1
2
.
7
8
'
S60°29'44"E
4
2
3
.
9
2
'
S60°40'55"E
84.41'
S60°42'03"E
4
3
7
.
9
9
'
ZONE
X
ZO
N
E
X
ZONE
X
89
.
1
'
10
6
.
1
'
62
.
0
'
62
.
1
'
61
.
8
'
65
.
8
'
(TIE)S5°35'42"E
45.05'
(TIE)N41°25'00"E2.72'
FEM
A
5
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
S
S
S
S
S
S
SANSANSANSANSANSANSAN
S
A
N
SA
N
S
A
N
SA
N
S
A
N
SSWR MH
DEPTH 11.61
TOP 22.53
SSWR MH
DEPTH 11.41
TOP 21.62
SSWR MH
DEPTH 5.32
TOP 19.31
SSWR MH
DEPTH 7.88
TOP 20.46
SSWR MH
DEPTH 6.71
TOP 20.48
MA
T
C
H
L
I
N
E
C
3
.
1
MA
T
C
H
L
I
N
E
C
3
.
2
C
C
C
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
X X X
SAN
SAN
SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
D
D
S
S
D
S
DS
SIDBURY PARK LANE
50' R/W (PRIVATE)
TI
G
E
R
L
I
L
L
Y
P
L
A
C
E
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
PROPOSED
INFILTRATION
BASIN
22,146
0.51 AC
PANDION D
R
I
V
E
SI
D
B
U
R
Y
P
A
R
K
L
A
N
E
W
A
T
E
R
S
I
D
E
C
O
U
R
T
1
2
3
4
5
6
7
8
9 10 11 12 13 14 15 16 17 18 19 20 21 22
23 24 25 26 27 28 29 30 31 32 33 34 35
36
37
38
39
40
41
42
43
44
45
46
47
48
OS 1
117,646 SF
2.70 AC
OS 2
64,871 SF
1.49 AC
PROPOSED
INFILTRATION
BASIN
21,271 SF
0.49 AC
OS 3
33,900 SF
0.78 AC
8" PVC8" PVC
8"
P
V
C
8"
P
V
C
8"
P
V
C
FIRE HYDRANT
ASSEMBLY, TYP.FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
TIE IN TO EXISTING 8"
WATER MAIN WITH 8"X8"
TAPPING SLEEVE AND 8" GV
22.5° BEND
22.5° BEND
8" x 8" TEE
(2) 8" GATE VALVE
11.25° BEND
APPROXIMATE LOCATION
OF EXISTING UTILITY LINES
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
TIE IN TO EXISTING 8"
WATER MAIN WITH 8"X8"
TAPPING SLEEVE AND 8" GV
TIE IN TO EXISTING
SANITARY SEWER MANHOLE
TIE IN TO EXISTING
SANITARY SEWER MANHOLE
8" x 6"
REDUCER
EXISTING 8"
WATERLINE
FIRE HYDRANT
ASSEMLY, TYP.
EXISTING
FIRE HYDRANT
EXISTING
FIRE HYDRANT
EXISTING
SANITARY
SEWER
8" C-900 DR-18
WATER MAIN
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
3
.
0
-
U
T
I
L
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C3.1
DE
T
A
I
L
E
D
U
T
I
L
I
T
Y
P
L
A
N
-
S
H
E
E
T
2
O
F
2
N
A
D
8
3
0
SCALE 1"=40'
80'40'
1"=40'
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
S
S
X
X
X
X
X
PROP
E
R
T
Y
L
I
N
E
A
S
P
E
R
D
E
E
D
PID: R02900-002-008-004
NC
P
A
C
E
R
E
L
L
C
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
4
1
-
0
0
0
BK
6
5
7
8
P
G
2
9
0
2
PR
I
D
G
E
N
D
A
R
L
E
N
E
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
5
4
-
0
0
0
BK
3
0
8
2
P
G
2
6
0
PR
I
D
G
E
N
M
O
N
I
Q
U
E
D
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
4
0
-
0
0
0
BK
9
9
0
9
P
G
2
8
2
0
PR
I
D
G
E
N
L
E
R
O
Y
I
I
I
E
T
U
X
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
5
5
-
0
0
0
BK
3
1
1
5
P
G
1
2
2
PR
I
D
G
E
N
L
E
R
O
Y
H
E
I
R
S
PI
D
:
R
0
2
9
0
0
-
0
0
2
-
0
3
5
-
0
0
0
COAST
A
L
W
E
T
L
A
N
D
S
M
A
R
K
E
D
BY TIM
M
O
N
S
G
R
O
U
P
ENVIRO
N
M
E
N
T
A
L
AUGUS
T
2
0
,
2
0
2
5
1332 S
Q
F
T
/
0
.
0
3
A
C
L19
L18
L17
L16
L15
L1
4
L13
L12
L1
1
L1
0
L9
L8
L7
L6
L5
L4
L3
L2
L1
N48°04'41"W 1004.22'
S60°40'55"E
84.41'
S60°42'03"E
4
3
7
.
9
9
'
S60°32'49"E
3
0
9
.
8
9
'
S60°35'59"E
1
9
0
.
0
9
'
S4
1
°
2
5
'
2
7
"
W
1
9
0
.
2
7
'
N74°53
'
1
0
"
W
2
0
6
.
4
3
'
S7
1
°
3
8
'
1
7
"
W
1
3
1
.
4
1
'
N77°10
'
1
2
"
W
74.15'
S6
2
°
4
2
'
2
9
"
W
1
4
4
.
9
0
'
S84°2
5
'
5
5
"
W
1
7
2
.
6
7
'
N79°3
3
'
0
1
"
W
1
2
8
.
2
9
'
S7
0
°
1
6
'
4
8
"
W
80
.
0
3
'
(TIE)S7°53'55"E24.78'
S48°04'41"E
331.49'
D
U
E
N
O
R
T
H
2
7
9
.
7
0
'
(TIE)S41°25'27"W150.11'
L20
(TIE)S48°04'41"E2.16'
ZONE A
E
BFE = 1
3
.
0
'
ZONE X
ZONE
X
ZONE X
FLOOD
H
A
Z
A
R
D
Z
O
N
E
S
SHOW
N
A
R
E
F
R
O
M
F
R
I
S
MAP NU
M
B
E
R
3
7
2
0
3
2
7
0
0
0
L
,
PANEL
3
2
7
0
,
U
P
D
A
T
E
D
JANUA
R
Y
1
7
,
2
0
2
5
ZONE
A
E
BFE = 1
3
.
0
'
FE
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
FE
M
A
5
0
0
FEMA
5
0
0
FEMA500
FEMA5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEMA500
FEMA500
FEM
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
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
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
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500 FEMA50
0
FEMA500
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
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500 F
E
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
FEM
A
1
0
0
FEMA100
FEMA100
FEMA100
FEMA10
0
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA100
FEMA1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA100FEMA100
FEMA100
FEMA10
0
FEMA1
0
0
F
E
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
FEMA100
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
FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA100
FEMA
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA10
0
FEM
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
FE
M
A
1
0
0
8''W 8''W 8''W
8
'
'
W
8'
'
W
8
'
'
W
S
S
S
S
SANSANSAN
S
A
N
SA
N
S
A
N
SSWR MH
DEPTH 5.32
TOP 19.31
SSWR MH
DEPTH 7.88
TOP 20.46
SSWR MH
DEPTH 6.71
TOP 20.48
MA
T
C
H
L
I
N
E
C
3
.
1
MA
T
C
H
L
I
N
E
C
3
.
2
W
W
W
SAN
SAN
SAN
SAN
SA
N
SA
N
S
S
TI
G
E
R
L
I
L
L
Y
P
L
A
C
E
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC
T
I
G
E
R
L
I
L
L
Y
P
L
A
C
E
16 17 18 19 20 21 22
31 32 33 34 35
45
46
47
48
49
PROPOSED
INFILTRATION
BASIN
21,271 SF
0.49 AC
OS 3
33,900 SF
0.78 AC
8" PVC
8"
P
V
C
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
8" x 8" TEE
(2) 8" GATE VALVE
11.25° BEND
8" C-900 DR-18
SANITARY SEWER LINE
TIE IN TO EXISTING 8"
WATER MAIN WITH 8"X8"
TAPPING SLEEVE AND 8" GV
TIE IN TO EXISTING
SANITARY SEWER MANHOLE
8" x 6"
REDUCER
EXISTING
FIRE HYDRANT
8" C-900 DR-18
WATER MAIN
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
3
.
0
-
U
T
I
L
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C3.2
DE
T
A
I
L
E
D
U
T
I
L
I
T
Y
P
L
A
N
-
S
H
E
E
T
2
O
F
2
N
A
D
8
3
0
SCALE 1"=40'
80'40'
1"=40'
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
D
S
S
S
S
D
D
S
S
S
S
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
L19
L18
L17
L16
L15
L1
4
L13L12
L1
1
L1
0
L9
L8
L7
L6
L5
L4
L3
L2
L1N48°04'41"W 1004.22'N48°39'01"W 128.11'
N47°43'48"W
81.25'
N41°25'00"E446.86'
S49°14'55"E 207.30'
S60°30'55"E
2
1
2
.
7
8
'
S60°29'44"E
4
2
3
.
9
2
'
S60°40'55"E
84.41'
S60°42'03"E
4
3
7
.
9
9
'
S60°32'49"E
3
0
9
.
8
9
'
S60°35'59"E
1
9
0
.
0
9
'
S4
1
°
2
5
'
2
7
"
W
1
9
0
.
2
7
'
N74°53
'
1
0
"
W
2
0
6
.
4
3
'
S7
1
°
3
8
'
1
7
"
W
1
3
1
.
4
1
'
N77°10
'
1
2
"
W
74.15'
S6
2
°
4
2
'
2
9
"
W
1
4
4
.
9
0
'
S84°2
5
'
5
5
"
W
1
7
2
.
6
7
'
N79°3
3
'
0
1
"
W
1
2
8
.
2
9
'
S7
0
°
1
6
'
4
8
"
W
80
.
0
3
'
(TIE)S7°53'55"E24.78'
S48°04'41"E
331.49'
D
U
E
N
O
R
T
H
2
7
9
.
7
0
'
(TIE)S41°25'27"W150.11'
L20
(TIE)S48°04'41"E2.16'
89
.
1
'
10
6
.
1
'
62
.
0
'
62
.
1
'
61
.
8
'
65
.
8
'
P.O.B
NAD83 (2011)
NORTH= 204840.28 FTEAST= 2373408.25 FT
(TIE)S5°35'42"E45.05'
(TIE)N41°25'00"E2.72'
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
FEM
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA100FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FEMA100
FEMA1
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
FE
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
F
E
M
A
5
0
0
FEMA50
0
FEM
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
FEMA500
FEMA
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA500
FEM
A
5
0
0
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
FE
M
A
5
0
0
FEM
A
5
0
0
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
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA50
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
FEMA500
FEM
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA50
0
F
E
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA50
0
FE
M
A
5
0
0
FEMA500
FEMA500FEMA500
FEMA500
FEMA500
FEMA50
0
FEMA500FEMA500
FEMA500
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500FEMA500
FEMA500
FE
M
A
5
0
0
FEMA500
FEM
A
5
0
0
FEMA500
FEMA500
FE
M
A
5
0
0
FEMA
5
0
0
FEMA500
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
FEM
A
5
0
0
FEMA500
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
FEMA100
FEM
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
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
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
FE
M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
F
E
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
FEM
A
1
0
0
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100 FEMA1
0
0
FEMA100
FEMA10
0
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA10
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
FEMA10
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100 FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA100
FEMA100
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
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FEMA100
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
FE
M
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
FEM
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
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
FEM
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEMA100
FEMA500
FEMA500 FEMA500
FEMA500
FEM
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEM
A
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
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEMA500
FEMA500
FEMA
5
0
0
FEMA500
FEMA
5
0
0
FEMA50
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
F
E
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC
PANDION D
R
I
V
E
SI
D
B
U
R
Y
P
A
R
K
L
A
N
E
WA
T
E
R
S
I
D
E
C
O
U
R
T
T
I
G
E
R
L
I
L
L
Y
P
L
A
C
E
1
2
3
4
5
6
7
8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
23 24 25 26 27 28 29 30 31 32 33 34 35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
OS 1
117,646 SF
2.70 AC
OS 2
64,871 SF
1.49 AC
PROPOSED
INFILTRATION
BASIN
21,271 SF
0.49 AC
OS 3
33,900 SF
0.78 AC
S
S
S
S
S
S
SANSANSAN
SA
N
MA
T
C
H
L
I
N
E
C
4
.
1
MA
T
C
H
L
I
N
E
C
4
.
2
1
8
1
819
19
17
15
13 11
9
22 21
26
25
23
21
24
2
22
0
22
20
18
171
8
21
1
9
1
7
16
2
4
22
20
18
16
17
22
21
20
1
9
1
8
17
16
15 1
4
161820
22
22
21
1
9
1818
1
7
7
911
1315
1210 8 6 4
14 12 10
8
6 4
1
1
1
3
14
1
6
1
8
18
17
1
6
109
8
12
1
1
10
86
10
19
17
1
5
14
10 12
14
17
15
1
3
11
9
1716
19
22
17
16 148'
'
W
8''W 8''W 8''W
8'
'
W
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
4
.
0
-
G
R
A
D
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C4.0
OV
E
R
A
L
L
G
R
A
D
I
N
G
P
L
A
N
N
A
D
8
3
0
SCALE 1"=80'
160'80'
1"=80'
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
PROPOSED CATCH BASIN
PROPOSED FLARED END SECTION
PROPOSED STORM DRAINAGE PIPE
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
D
S
S
S
D
S
S
X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X N48°04'41"W 1004.22'N48°39'01"W 128.11'
N47°43'48"W
81.25'
N41°25'00"E
446.86'
S49°14'55"E 207.30'
S60°30'55"E
2
1
2
.
7
8
'
S60°29'44"E
4
2
3
.
9
2
'
S60°40'55"E
84.41'
S60°42'03"E
4
3
7
.
9
9
'
89
.
1
'
10
6
.
1
'
62
.
0
'
62
.
1
'
61
.
8
'
65
.
8
'
P.O.BNAD83 (2011)NORTH= 204840.28 FTEAST= 2373408.25 FT
(TIE)S5°35'42"E45.05'
(TIE)N41°25'00"E2.72'
FEM
A
5
0
0
FEM
A
5
0
0
SIDBURY PARK LANE
50' R/W (PRIVATE)
TI
G
E
R
L
I
L
L
Y
P
L
A
C
E
50
'
R
/
W
(
P
R
I
V
A
T
E
)
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC
1
2
3
4
5
6
7
8
9 10 11 12 13 14 15 16 17 18 19 20 21 22
23 24 25 26 27 28 29 30 31 32 33 34 35
36
37
38
39
40
41
42
43
44
45
46
47
48
OS 1
117,646 SF
2.70 AC
OS 2
64,871 SF
1.49 AC
PROPOSED
INFILTRATION
BASIN
21,271 SF
0.49 AC
OS 3
33,900 SF
0.78 AC
19
17
16
15
17
1
6
15
18
19
20
1
6
1
7
20
22
22
23
24
24
21
20 19
18
22
23
2
4
2
4
22
23
2
3
22
21
21
21 21
21
20
19
18
19
20
20
19
19
20
20
19
18
18
19
18
17
17
2020
19
19
15
18
22
22
21
15 16
15
19
18
19
20
21
22
21
22
20
21
21
2
0
19
16
17
1617
23
23
23
22 21
21
22
2223
23 23
21
22
19
1
8
15
16
17
18
19
20
21
22
16
17
1414
15
16
222223
23 2121
20
18 17 16 15
20
18
19
19
20
18
1716 19
S
S
S
S
S
S
SANSANSANSANSANSANSAN
S
A
N
SA
N
SA
N
SA
N
S
A
N
MA
T
C
H
L
I
N
E
C
4
.
1
MA
T
C
H
L
I
N
E
C
4
.
2
18" CLASS V RCP
18"
A
D
S
H
P
18
1
819
19
17
15
13
11
9
22
21
26
25
23
21
2
4
2
22
0
22
20
18
171
8
21
1
9
1
7
16
2
4
22
20
18
16
17
22
21
20
1
9
1
8
17
16
15 1
4
16
18
20
22
22
21
1
9
1818
1
7
19
17
1
5
14
10
12
14
17
15
1716
19
22
LOWER PEDESTAL
TO BE FLUSH WITH
PROPOSED
FINISHED GRADE
15" ADS HP
15" CLASS V RCP
CB 1002
TOP = 19.27
DEPTH = 3.21
CB 1001
TOP = 19.36
DEPTH = 3.21
FES 1004CB 1003
TOP = 19.24
DEPTH = 3.93
CB 2001
TOP = 21.45
DEPTH = 3.00 CB 2002
TOP = 21.45
DEPTH = 3.09
FES 2003
18" ADS HP
8'
'
W
8'
'
W
8'
'
W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8'
'
W
8
'
'
W
8'
'
W
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
4
.
0
-
G
R
A
D
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C4.1
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
-
S
H
E
E
T
1
O
F
2
N
A
D
8
3
0
SCALE 1"=40'
80'40'
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
1"=40'
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
PROPOSED CATCH BASIN
PROPOSED FLARED END SECTION
PROPOSED STORM DRAINAGE PIPE
S
S
X
X
X
X
X
L19
L18
L17
L16
L15
L1
4
L13
L12
L1
1
L1
0
L9
L8
L7
L6
L5
L4
L3
L2
L1
S60°40'55"E
84.41'
S60°42'03"E
4
3
7
.
9
9
'
S60°32'49"E
3
0
9
.
8
9
'
S60°35'59"E
1
9
0
.
0
9
'
S4
1
°
2
5
'
2
7
"
W
1
9
0
.
2
7
'
N74°53
'
1
0
"
W
2
0
6
.
4
3
'
S7
1
°
3
8
'
1
7
"
W
1
3
1
.
4
1
'
N77°10
'
1
2
"
W
74.15'
S6
2
°
4
2
'
2
9
"
W
1
4
4
.
9
0
'
S84°2
5
'
5
5
"
W
1
7
2
.
6
7
'
N79°33
'
0
1
"
W
1
2
8
.
2
9
'
S7
0
°
1
6
'
4
8
"
W
80
.
0
3
'
(TIE)S7°53'55"E24.78'
S48°04'41"E
331.49'
D
U
E
N
O
R
T
H
2
7
9
.
7
0
'
(TIE)S41°25'27"W150.11'
L20
(TIE)S48°04'41"E2.16'
FEMA
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEM
A
1
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
FEM
A
5
0
0
FEMA500
FEMA50
0
FEMA
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA500
FEMA500
FEM
A
5
0
0
FEMA
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
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
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
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500 FEMA500
FEMA500
FE
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
FE
M
A
5
0
0
FEMA500 F
E
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
FEM
A
1
0
0
FEMA100
FEMA100
FEMA100
FEMA1
0
0
FEMA1
0
0
FEMA1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA100
FEMA1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA100FEMA100
FEMA100
FEMA1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
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
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
FEMA100
FEMA100
FEMA1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA100
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
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA50
0
T
I
G
E
R
L
I
L
L
Y
P
L
A
C
E
50
'
R
/
W
(
P
R
I
V
A
T
E
)
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC19202122
34 35
48
49
PROPOSED
INFILTRATION
OS 3
33,900 SF
0.78 AC
1
7
1
6
1
5
18
19
20
2020
15
18
16
15
14
13
12 11
10
9
15
19181716
1915
15
19
19
1817
20
21
21
2
0
19
16
17
16
19
20
1817 19
S
S
S
SANSAN
SA
N
S
A
N
SA
N
PERVIOUS KAYAK
LAUNCH AREA
MA
T
C
H
L
I
N
E
C
4
.
1
MA
T
C
H
L
I
N
E
C
4
.
2
18"
A
D
S
H
P
11
9
15 1
4
16
7
911
13
15
12 10 8 6 4
14
12
10
8
6 4
1
1
1
3
14
1
6
1
8
18
17
1
6
109
8
12
1
1
10
8
6
10
19
17
1
5
14
10
12
14
17
15
1
3
11
9
1716
19
22
17
16 14
LOWER PEDESTAL
TO BE FLUSH WITH
PROPOSED
FINISHED GRADE
TOP = 19.27
DEPTH = 3.21
CB 1001
TOP = 19.36
DEPTH = 3.21
FES 1004CB 1003
TOP = 19.24
DEPTH = 3.93
18" ADS HP
8''W
8
'
'
W
8
'
'
W
8'
'
W
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
4
.
0
-
G
R
A
D
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C4.2
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
-
S
H
E
E
T
2
O
F
2
N
A
D
8
3
0
SCALE 1"=40'
80'40'
1"=40'
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
PROPOSED CATCH BASIN
PROPOSED FLARED END SECTION
PROPOSED STORM DRAINAGE PIPE
18
1
819
19
17
15
13 11
9
22 21
26
25
23
21
2
4
2
22
0
22
20
18
171
8
21
1
9
1
7
16
2
4
22
20
18
16
17
22
21
20
1
9
18
17
16
15 1
4
16182
0
22
22
21
1
9
1818
1
7
7
911
1315
1210 8 6 4
14 12 10
8
6 4
1
1
1
3
14
1
6
1
8
18
17
1
6
109
8
12
1
1
10
86
10
19
17
1
5
14
10 12
14
17
15
1
3
11
9
1716
19
22
17
16 14
FEMA100
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
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEMA100FEMA100
FEMA100
FEM
A
1
0
0
FEMA100
FEMA100
FEMA1
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
FE
M
A
1
0
0
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
FEMA500
FEMA
5
0
0
FE
M
A
5
0
0
FEMA5
0
0
FEMA500
FEM
A
5
0
0
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
FE
M
A
5
0
0
FEM
A
5
0
0
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
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FEMA50
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
FEMA
5
0
0
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FEM
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
FEMA50
0
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500FEMA500
FEMA500
FEMA500
FEMA500
FEMA500FEMA500
FEMA500
F
E
M
A
5
0
0
FE
M
A
5
0
0
FEMA500FEMA500
FEMA500
FE
M
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEMA500
FEMA500
FEM
A
5
0
0
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
F
E
M
A
5
0
0
FEMA
5
0
0
FE
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
FEM
A
5
0
0
FEMA500
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
FEMA100
FEM
A
1
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
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
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
F
E
M
A
1
0
0
FEMA10
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
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA
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
FEM
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
FEMA100
FEM
A
1
0
0
FEMA100
F
E
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
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA1
0
0
FEMA100
FEMA100
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FEMA100
F
E
M
A
1
0
0
FEM
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
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FE
M
A
1
0
0
FEMA100 FEMA100
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
FEMA1
0
0
FEMA100
FEMA100
FEMA1
0
0
FEM
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
FEM
A
1
0
0
FEMA
1
0
0
FEMA100
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FEMA100
FEMA
1
0
0
FEMA100
FEMA1
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
F
E
M
A
1
0
0
FEMA100
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
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
FEM
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEMA
1
0
0FEM
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
FEM
A
5
0
0
FEMA500
FEMA500FEMA500FEMA500
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
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEMA500
FEMA
5
0
0
FEMA500
FEM
A
5
0
0
FEMA5
0
0
FEMA
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA500
FE
M
A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC
PANDION D
R
I
V
E
SI
D
B
U
R
Y
P
A
R
K
L
A
N
E
W
A
T
E
R
S
I
D
E
C
O
U
R
T
TI
G
E
R
L
I
L
L
Y
P
L
A
C
E
1
2
3
4
5
6
7
8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
23 24 25 26 27 28 29 30 31 32 33 34 35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
'
120'
52
'
22'98'
120'
50
'
50
'
9'
37
'
120'
63
'
9'
45
'
120'7
6
'
7
6
'
4
5
'
120'
76'
45
'
120
'
76'
45'
12
0
'
76'
45'
12
0
'
38'20'
12'38'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
3'46'
20
'
10
4
'
51'
19'17'11'
20
'
11
6
'
86
'
54'
47'
12
0
'
58'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
60'
97
'
51'
12
1
'
12
0
'
28'23'
51'
51'
51'
20'
12
0
'
8'47'
11
9
'
62'
51'
51'
11
9
'
51'
51'
11
9
'
51'
51'
12
0
'
51'
13'38'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
59'
11
9
'
28'31'
39
'
51'
11
9
'
51'
51'
11
9
'
51'
51'
12
0
'
51'
51'
51'
OS 1
117,646 SF
2.70 AC
OS 2
64,871 SF
1.49 AC
PROPOSED
INFILTRATION
BASIN
21,271 SF
0.49 AC
OS 3
33,900 SF
0.78 AC
MA
T
C
H
L
I
N
E
C
5
.
1
MA
T
C
H
L
I
N
E
C
5
.
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
5
.
0
-
T
R
E
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C5.0
OV
E
R
A
L
L
T
R
E
E
M
I
T
I
G
A
T
I
O
N
P
L
A
N
N
A
D
8
3
0
SCALE 1"=80'
160'80'
1"=80'
TREE LEGEND
LOBLOLLY PINE
SWAMP COTTONWOOD
BLACK CHERRY
WHITE OAK
SOUTHERN RED OAK
LAUREL OAK
WATER OAK
NORTHERN RED OAK
POST OAK
SOUTHERN LIVE OAK
RED MAPLE
PERSIAN SILK TREE
PIGNUT HICKORY
MOCKERNUT HICKORY
FLOWERING DOGWOOD
AMERICAN HOLLY
SWEETGUM
TULIP-POPLAR
SOUTHERN MAGNOLIA
BLACK TUPELO
1.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT
FENCING HAS BEEN INSTALLED AND APPROVED.
2.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE PROJECT
BOUNDARY SHOWN ON THE PLANS UNLESS OTHERWISE NOTED.
3.PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
4.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE
INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS.
TREE REMOVAL NOTES
TREE TO BE REMOVEDX
TREE TO BE RETAINED
TREE LEGEND
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
EXISTING WETLANDS
1
8
1
819
19
17
15
13
11
9
22
21
26
25
23
21
24
2
22
0
22
20
18
171
8
21
1
9
1
7
16
2
4
22
20
18
16
17
22
21
20
1
9
1
8
17
16
15 1
4
16
18
20
2
2
22
21
1
9
1818
1
7
19
17
1
5
14
10
12
14
17
15
1716
19
22
SIDBURY PARK LANE
50' R/W (PRIVATE)
T
I
G
E
R
L
I
L
L
Y
P
L
A
C
E
50
'
R
/
W
(
P
R
I
V
A
T
E
)
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC
1
2
3
4
5
6
7
8
9 10 11 12 13 14 15 16 17 18 19 20 21 22
23 24 25 26 27 28 29 30 31 32 33 34 35
36
37
38
39
40
41
42
43
44
45
46
47
48
50
'
120'
52
'
22'98'
120'
50
'
50
'
9'
37
'
120'
63
'
9'
45
'
120'
7
6
'
7
6
'
4
5
'
120
'
76
'
45
'
120
'
76'
45'
12
0
'
76'
45'
12
0
'
38'20'
12'38'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
3'46'
20
'
10
4
'
51'
19'17'11'
20
'
11
6
'
86
'
54'
47'
12
0
'
58'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
60'
97
'
51'
12
1
'
12
0
'
28'23'
51'
51'
51'
20'
12
0
'
8'
47'
11
9
'
62'
51'
51'
11
9
'
51'
51'
11
9
'
51'
51'
12
0
'
51'
13'
38'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
59'
11
9
'
28'
31'
39
'
51'
11
9
'
51'
51'
11
9
'
51'
51'
12
0
'
51'
51'
51'
OS 1
117,646 SF
2.70 AC
OS 2
64,871 SF
1.49 AC
PROPOSED
INFILTRATION
BASIN
21,271 SF
0.49 AC
OS 3
33,900 SF
0.78 AC
16 17
26 4041
42
7374
7576
77
7879
8081
8283
88
89
90
91
92 93
94 9596
97 9899
100
101
102 103104
105
106
107
108
120
121
160
161
162
163
164
170
187
190
191
192193
194
195
196
197
198
199 200
202
215
216219
231
443 444
453
454 455
457
458
459
460
461
480
488
489490
491
492493
494
501502
504
671
672
673
674
675
676
677
678
679
681
682
684
686
687
688
702
704705
706
707
708
726 727
728
729
730731732
733 734
735
736737
760
768
769
770771
772
773
774
836 837
838
839
840
841
842
844 845
846
847
848
854855
856
857
858
859
860
861
862
872
890 891
893
894
895
896
897
898
899
900
901
902
906
12171218
1219
1220
1221
1222
1223
1224
1225
1226
1227
1228
1229
1230
1231
1232
1233
1234 12351236
1237
1238
1239
12401241
1242
1243
1329
13301331
1363
1364
1365
1366
1367
13681369
1371
1392 1393
1418
1419
1438
1439
1440 1445
1446
1453
1454
1459
1460
14611462
1508
1551
1552
1553
1687
1688
1689
1690
1691
1709
1710
1730
1731
1737
1738
1739
1740
1741
1742
1743
1744
1745
1746
1747
1754
1759
176017611762
1763
1764
1765
1766
1767
1769
1770
1771
1772
1774
1776
1781
1782
1783
1784
1785
17861787
17881789
1790
17911792
1793
1794
1795
1796
1797
1798
1799
1800
1801
1802
1803
1804
1805
MA
T
C
H
L
I
N
E
C
5
.
1
MA
T
C
H
L
I
N
E
C
5
.
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
5
.
0
-
T
R
E
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C5.1
DE
T
A
I
L
E
D
T
R
E
E
M
I
T
I
G
A
T
I
O
N
P
L
A
N
-
S
H
E
E
T
1
O
F
2
N
A
D
8
3
0
SCALE 1"=40'
80'40'
1"=40'
TREE LEGEND
LOBLOLLY PINE
SWAMP COTTONWOOD
BLACK CHERRY
WHITE OAK
SOUTHERN RED OAK
LAUREL OAK
WATER OAK
NORTHERN RED OAK
POST OAK
SOUTHERN LIVE OAK
RED MAPLE
PERSIAN SILK TREE
PIGNUT HICKORY
MOCKERNUT HICKORY
FLOWERING DOGWOOD
AMERICAN HOLLY
SWEETGUM
TULIP-POPLAR
SOUTHERN MAGNOLIA
BLACK TUPELO
TREE TO BE REMOVEDX
TREE TO BE RETAINED
TREE LEGEND
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
EXISTING WETLANDS
11
9
15 1
4
16
7
911
13
15
12 10 8 6 4
14
12
10
8
6 4
1
1
1
3
14
1
6
1
8
18
17
1
6
109
8
12
1
1
10
8
6
10
19
17
1
5
14
10
12
14
17
15
1
3
11
9
1716
19
22
17
16 14
FEMA
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEM
A
1
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
FEM
A
5
0
0
FEMA500
FEMA50
0
FEMA
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA50
0
FEMA500
FEMA500
FEM
A
5
0
0
FEMA
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
FE
M
A
5
0
0
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA
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
FE
M
A
5
0
0
FE
M
A
5
0
0
FEMA500
FEMA500 FEMA500
FEMA500
FE
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
FE
M
A
5
0
0
FEMA500 F
E
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
FEM
A
1
0
0
FEMA100
FEMA100
FEMA100
FEMA1
0
0
FEMA1
0
0
FEMA1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEM
A
1
0
0
FEMA1
0
0
FEMA100
FEMA1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FEMA
1
0
0
FEMA100FEMA100
FEMA100
FEMA1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FEM
A
1
0
0
FE
M
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
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
FEMA100
FEMA100
FEMA1
0
0
FEM
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
FE
M
A
1
0
0
FEMA100
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
FE
M
A
5
0
0
FEM
A
5
0
0
FEMA50
0
T
I
G
E
R
L
I
L
L
Y
P
L
A
C
E
50
'
R
/
W
(
P
R
I
V
A
T
E
)
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC19202122
34 35
48
49
12
0
'
51'
51'
12
0
'
51'
51'
12
0
'
51'
3'46'
20
'
10
4
'
51'
19'17'11'
2
0
'
11
6
'
86
'
54'
47'
12
0
'
58'
51'
12
0
'
51'
59'
11
9
'
28'
31'
39
'
PROPOSED
INFILTRATION
OS 3
33,900 SF
0.78 AC
40
42
7374
7576
77 105
106
107
108
161
162
163
164
170
187
190
191
192193
194
195
196
197
198
199 200
202
215
216219
231
232 235
236
241
242
245
284
285
671
672
673
674
675
676
677
678
679
681
682
684
686
687
688
702
704705
706
707
708
728
729
836 837
838
839
840
841
842
844 845
846
847
848
854855
856
859
860
861
862
872
11101112
1113
1114
1115
1116
1446
1453
1454
1459
1460
14611462
1508
1509
1510
1511
1512
1513
1514
15301531
15341535
1541
15421543
15441545
1546
15471548
1549
15501551
1552
15531554
15571687
1688
1689
16901691
1709
1710
1730
1731
1742
1743
1744
1745
1746
1747
1754
1759
176017611762
1763
1764
1765
1766
1767
1769
1770
1771
1772
1774
1776
1781
1782
1783
1784
1785
17861787
17881789
1790
17911792
1793
1794
1795
1796
1797
1798
1799
1800
1801
1802
1803
1804
1805
MA
T
C
H
L
I
N
E
C
5
.
1
MA
T
C
H
L
I
N
E
C
5
.
2
PERVIOUS KAYAK
LAUNCH AREA (DESIGN
AND PERMIT BY OTHERS)
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
5
.
0
-
T
R
E
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C5.2
DE
T
A
I
L
E
D
T
R
E
E
M
I
T
I
G
A
T
I
O
N
P
L
A
N
-
S
H
E
E
T
2
O
F
2
N
A
D
8
3
0
SCALE 1"=40'
80'40'
1"=40'
TREE LEGEND
LOBLOLLY PINE
SWAMP COTTONWOOD
BLACK CHERRY
WHITE OAK
SOUTHERN RED OAK
LAUREL OAK
WATER OAK
NORTHERN RED OAK
POST OAK
SOUTHERN LIVE OAK
RED MAPLE
PERSIAN SILK TREE
PIGNUT HICKORY
MOCKERNUT HICKORY
FLOWERING DOGWOOD
AMERICAN HOLLY
SWEETGUM
TULIP-POPLAR
SOUTHERN MAGNOLIA
BLACK TUPELO
TREE TO BE REMOVEDX
TREE TO BE RETAINED
TREE LEGEND
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
EXISTING WETLANDS
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
5
.
0
-
T
R
E
E
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C5.4
TR
E
E
R
E
M
O
V
A
L
T
A
B
L
E
S
NONE
NOTE: ASTERISK (*) DENOTES A SIGNIFICANT
TREE TO BE REMOVED.
SPECIES DBH (INCHES)
POINT
NUMBER SPECIES DBH (INCHES)
POINT
NUMBER SPECIES DBH (INCHES)
POINT
NUMBER SPECIES DBH (INCHES)
POINT
NUMBER
*
*
*
*
*
*
*
*
*
*
*
**
*
**
*
*
*
*
*
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
7
.
0
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C6.0
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
5
NONE
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
FFE = DETERMINED BY OTHERS DRIVEWAY
MIN SLOPE = 1%
MAX SLOPE = 6%
REAR YARD
MIN SLOPE = 0.5%
MAX SLOPE = 5%
SIDE YARD SWALE
START ELEV = 0.5' MIN. BELOW BUILDING PAD
MIN SLOPE = 0.5%
M
A
X
3
:
1
MAX
3
:
1
BUILDING PAD
TYPICAL LOT CROSS SECTION
NOT TO SCALE
TYPICAL SIDEWALK CROSS SECTION
NOT TO SCALE
CLASS A3 CONCRETE 4.0"
NOTES:
1.JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.
2.SANITARY SEWER CLEANOUTS, WATER METERS, MANHOLES, AND
VALVE LIDS TO BE LOCATED OUTSIDE SIDEWALK.
3.MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK
OF CURB.
4.CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION
CONTAINED WITHIN A DRIVEWAY APRON) SHALL BE CLASS "A" -
3,000 PSI.
5.MINIMUM REPLACEMENT FOR REPAIRS IS A 5'x5' PANEL.
6.4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS.
7.MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12".
8.MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1.
9.MINIMUM GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST ONE
DIRECTION. MAXIMUM CROSS SLOPE IS 2%. MAX LONGITUDINAL
SLOPE IS 5%.
PAVEMENT SECTION NOTES:
1.PREPARING, GRADING, SHAPING, AND COMPACTION OF SUBGRADE SOILS SHOULD BE PERFORMED IN
ACCORDANCE WITH DIVISION 5, SECTION 501 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2018). PREPARING, GRADING, SHAPING, AND COMPACTION OF AGGREGATE BASE COURSE (CABC)
STONE SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 520 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2018). PLACEMENT AND COMPACTION OF THE BITUMINOUS
CONCRETE SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 6, SECTION 600 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2018). PROPER SUBGRADE COMPACTION, ADHERENCE TO THE
NCDOT SPECIFICATIONS, AND COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS ARE CRITICAL TO THE
PERFORMANCE OF THE CONSTRUCTED PAVEMENT.
2.CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE SITE DURING
CONSTRUCTION AT NO ADDITIONAL COST. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ADEQUATE
THICKNESS REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION TO
FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED AT NO ADDITIONAL COST.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASE COURSE
AND/OR INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT PAVEMENT LIFTS AT NO ADDITIONAL COST.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL PHASES OF WORK. THE FINAL
SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS OR DAMAGE.
SIDEWALK RAMPS AND DEPRESSED CURB NOTES:
1.ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED
OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES,
TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR
ALTERED FOR ANY REASON AFTER SEPTEMBER 1973 SHALL
PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY
HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND
GUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR
POINTS OF PEDESTRIAN FLOW.
2.ADA ACCESSIBLE ROUTE SHALL HAVE A 5.0% MAXIMUM
LONGITUDINAL SLOPE AND A 2.0% MAXIMUM CROSS SLOPE
(EXCLUDING RAMPS). THE SLOPE OF RAMPS SHALL NOT EXCEED
12:1.
3.THE WIDTH OF THE RAMPS SHALL BE GREATER THAN OR EQUAL
TO 4'.
4.ALL CURB CUTS AT SIDEWALKS SHALL HAVE DETECTABLE
WARNING SURFACE.
5.CLASS "A" CONCRETE WITH THE SURFACE HAVING A ROUGH,
NON-SKID TYPE FINISH SHALL BE USED.
6.1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
CONCRETE RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
SECTION A-A
VALLEY CURB
SIDE ELEVATION
FRONT ELEVATION
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONCRETE CURBING SHALL BE 4,000 PSI MINIMUM AND
FINISHED WITH A CURING COMPOUND.
2. CONTROL JOINTS SHALL BE SPACED AT 10' INTERVALS. (15'
SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.)
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE
INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM
OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT
PAVEMENT.
4. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE
PARKING SPACES TO MATCH SLOPE BETWEEN SPOT
ELEVATIONS.
A
A
1/2"
12
"
12
"
CURB DETAILS
JOINT FILLER
NOTE: MAINTAIN 50' MAX BETWEEN
JOINTS OR AT ALL RIGID OBJECTS.
1/8" RADIUS (TYP.)
A.B.C. UNDER
VALLEY CURB
SIDE ELEVATION
12"
6" MIN.
1:1
11"
12"12"
6.5"7"
R=1"
(TYP.)
SECTION A-A
2'-6" CURB AND GUTTER
SIDE ELEVATION
6"24"
30"
6"
6"
12
"
7"
1/8" RADIUS 3" RADIUS
1/2" RADIUS3" RADIUS
A.B.C. UNDER
2'-6" CURB AND GUTTER
SIDE ELEVATION
12"
6" MIN.
1:1
12" Ø OF CLASS A3
CONCRETE
SPEED HUMP
NOT TO SCALE
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
7
.
0
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C6.1
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
5
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
7
.
0
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C6.2
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
5
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
7
.
0
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C6.3
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
5
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
4
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
\
7
2
4
2
9
-
P
a
n
d
i
o
n
_
D
r
i
v
e
\
D
W
G
\
S
h
e
e
t
\
C
D
\
7
2
4
2
9
-
3
3
1
-
C
7
.
0
-
N
T
D
T
.
d
w
g
|
P
l
o
t
t
e
d
b
y
Cr
a
i
g
S
m
i
t
h
PA
N
D
I
O
N
D
R
I
V
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
72429
331
J. WALL
331
10/1/2025
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
01
/
1
4
/
2
0
2
6
C6.4
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
5
O
F
5
NONE