Homestead Estates at River Oaks_site planDRAWN:
APPROVED:
SCALE:
DATE:
OWNER:
ADDRESS:
PHONE:
DESIGNED:
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA
(910) 815-0775 (910) 815-0593 FAXD
R
A
WI
N
G
N
O
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:
P
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:
GRAPHIC SCALE:
0
JHF
JHF
JHF
SHEET:
N3
1^
5
2’14"
W
G
RI
D - 6
0
8
3.67’
G
R
O
U
N
D
6
0
8
3.15’
O
U
T
I
N
THE CAPE
SEC. 8
THE CAPE
SEC. 1-A
RIPARIAN
VILLAS
AT THE CAPE
LAKESIDE AT
THE CAPE
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
BILL CLARK HOMES OF WILMINGTON, LLC.
2/22/2017
STROUD ENGINEERING, P.A.
P
W-
1
0
3
-
8
1" = 100’
100’50’100’200’
1"= 100’
INOUT
SITE DATA
NO SCALE
VICINITY MAP
1
WETL
A
N
D
UPL
A
N
D
UPLAND
WETLAND
WETLAND
UPLAND
WET
LAND
UPLAND
WETLAND
UPLAND
UPLAND
WETLAND
WE
T
L
A
N
D
UP
L
AND
WETLAND
UPLAND
WETLAND
UPLAND
LEGEND
C-0647
EX. MH
HYD
6" WATER
8" WATER
UPLAND
WETLAND
PROJECT BENCHMARK
SSMH RIM
ELEV=19.29 (88 DATUM)
PER STROUD ENGINEERING
SURVEY ON 4/15/2014
230 E. ARLINGTON BLVD.
GREENVILLE, NC 27858-5020
252-353-2443
UTILITY NOTES:
1. AQUA NC SHALL BE NOTIFIED 48 HOURS
BEFORE CONSTRUCTION IS TO BEGIN.
2. AQUA NC SHALL BE NOTIFIED 48 HOURS
BEFORE ANY CONSTRUCTION IS BURIED.
3. ALL VALVES ARE TO BE OPERATED ONLY
BY AQUA NORTH CAROLINA EMPLOYEES.
PUMP
STATION
SHEET 13
30’ DRAINAG
E EASEMENT
DB 2414
PG 3
74
30’ DRA
INAGE EASEM
ENT
DB 2
414 PG 374
TOP 6.6
TOE 3.3
TOP 5.6
TOE 1.9
TOP 9.1
TOE 2.0
TOP 8.1
TOE 3.6
TOP 13.0
TOE 4.6
TOP 13.7
TOE 6.7
TOP 17.6
TOE 9.9
TOP 17.7
TOE 11.5
TOP 7.8
INV 2.0
TOP 6.8
INV 0.7
15
18
1
7
14
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6
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1
4
11
9 9
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9
11
11
66
9
9
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11
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11
11
13
5
9
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10
10
8
8
8
12
10
15
6
8 8
11
11
98
8
12
12
8
15
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10
10
12
12
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12
1
2
10
10
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10
10
1010
10
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10
9
99
9
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7
7
13
15
15
10
10 10
121
2
12
9
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7
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7
12
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13
1 3
1
3
13
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14
4
4
4
11
11
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11
11
11
1
1
16
1
6
11
1
1
14
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14
14
14
9
9
9
9
9
9
9
9
9
9
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9 9
9 9
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9 9
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9
13
13
13
13
11
11
11
11
1
1
11
11
1
1
11
11
1
1
11
1111
11
11
1
1
11
12
1
2
12
12
12
12 12
1
2
12
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12
12
1
2
12
10
10
10
10
1
0
10
10
10
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10
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10
10
1
0
10
10
10 10
10
10
10
1010
11
11
11
11
10
1010 10
7
7
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8 8
8 8
8
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8
19
17
17
14
14
1
6
16
16
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17
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20
20
20
20
20
16
1616
5
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6 6
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66
66
7
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7
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77
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88
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889 9
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99
10
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10
10 10
10
10
10
1
0
1010
10
10
10
10
10
10
10
1
0
10
10
10
10
10
10
10
10
1
0
1
0
1
0
10
10
1
0
10
10
10
10
10
1
0
10
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11 11
11
11
11
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1
1
11
11
11
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11
11
1
1
1
1
11
11
11
1
1
11
11
1
1
11
11
11
1111
11
11
11
11
11
1111
11
11
11
11
11
12
12
1
2
1
2
12
12 12
12
1
2
12
12
12
12 12
12
12
12
12
1
2
12
1
212
12
12
12
12
12
12
12
12
12
12
1212
12
12
12
12
13
13
13
13
13
13
13
13
13
13
13
1
3
13
1
3
13
13
13
13
13
13
13
13 13
13
13
13 13
1
3
1
3
13
13 1
3
13
14
14
14
1
4
14
14
14
14
14
14
14
14
14
14
1
4
14
14
14
14
14 14
14
14
14
14
14
14
14 14
1
4
14
15
15
15
15
1515
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
1
5
15
15
15
1
5
15
1515
15
15
15
15
1
5
15
15
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
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16
17
17
17
17
17
17
1
7
17
17
17
17
17
17
17
17
17
17
18
18
18
18
18
18
18
1
8
18
18
18
19
19
19
19
19
19
19
19
19
1
9
20
10.9x
x10.7
BUA DATA
PDE
PROJECT
AREA
R
I
V
E
R
R
D
C
A
R
O
LI
N
A
B
E
A
C
H
R
D
CATAMARAN DR
ROYAL
FERN DR
RIVER
OAKS DR
MCQUILLAN DR
THE CAPE BLVD
DATE
DAVID L. MENIUS, P.E
SEAL
35677
HTRO
N
CARO N
A
LI
O
NA
SSEF
OR
P
L
I
.....
.
.
..............
.
.
.
......
....
NE
NGI EER
V
D
A ID L MENIUS
.
WETLAND
UPLAND
1
2
3
5
6
7
8
9
10
11
12
13
14
16
17
18
19
20
21
22
23
24
25
26
27
28
30
31
32
33
34
35
36
37
38
3940
43
44
45
46
47
41
4
15
29
42
POOL
30
’ PDE
30’ PDE
20’ PDE
3
0’ PDE
30
’ PDE
3
0
’
P
D
E
3
0
’
P
D
E
20’ PDE
30’ PDE
30’ PDE
20’ PDE
PDE
20’ PDE
20’ PDE
3
0’ PDE
30
’ PDE
PDE
P
D
E
3
0
’
P
DE 30’ PDE
40’ PDE
PDE
PDE
PDE
PDE
PDE
PDE
PDE
20
’ PDE
30’ PDE
30’ PDE
30’ PDE
3
0
’ P
DE
20’ PDE
20’ P
DE
20’ PDE
CATAMARAN DRIVE
50’ PUBLIC RW
EX 4
8" RCP
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
66 67
68
69
70
71
72
7374
75
76
65
777879
80
81
827.1 x
7.0 x
HYD
HYD
HYD
HYD
BO
BO
6.6
x
EX SSMH 12
SSMH 20
SSMH 21
SSMH 22
SSMH 23
SSMH 24
SSMH 25
EX SSMH 9
6" WATER
2" WATER
2" WATER
6"
W
A
TER
6" WATER
x9.6
x12.6
14.5x
W:
/
MA
S
T
E
R
/
P
W1
0
3
-
8
/
D
G
N
/
s
e
c
t
8
p
h
2
d
e
s
i
g
n
.
D
G
N
20.15 AC
877,706 SF
175,000 SF
35,831 SF
6,502 SF
217,333 SF
24.8 %
TOTAL AREA IN PHASE 2
LOTS (35 @ 5000 SF EA)
ROADS
SIDEWALKS
TOTAL
% BUA
FUTURE
DEVELOPMENT
24.00 AC
OPEN SPACE NOTES:
1. A MINIMUM OF 1.05 ACRES OF OPEN SPACE SHALL BE
PROVIDED.
2. A MINIMUM OF 0.55 ACRES OF OPEN SPACE SHALL MEET
THE CRITERIA FOR ACTIVE OPEN SPACE.
3. A MINIMUM OF 0.55 ACRES OF OPEN SPACE SHALL MEET
THE CRITERIA FOR PASSIVE OPEN SPACE.
STORMWATER NOTES:
1. DRAINAGE EASEMENTS SHALL REMAIN FREE OF
OBSTRUCTIONS, INCLUDING FENCES.
2. SWALE MAINTENANCE IN ACCORDANCE WITH
NHC AND NCDEQ MAINTENANCE AGREEMENTS
SHALL BE THE RESPONSIBILITY OF THE
DECLARANT OR THEIR ASSIGNS.
3. PIPING FOR ROOF AND YARD DRAINS SHALL TERMINATE
50’ FROM RECEIVING DITCHES OR WETLANDS.
4. PIPING OF CURB OUTLET SWALES IS PROHIBITED.
5. PIPING OF CONVEYANCE SWALES SHALL BE SUBJECT
TO REVIEW BY NHC ENGINEERING.
45’
35’
35
’25’
24" VALLEY CURB
5’ SIDEWALK
SYMMETRICAL CUL DE SAC DETAIL
NTS
SIDEWALK NOTES:
1. SIDEWALK THICKNESS SHALL BE 6" AT DRIVEWAYS.
2. SIDEWALK MAINTENANCE SHALL BE THE RESPONSIBILITY
OF THE HOMEOWNERS ASSOCIATION.
1.5" SF 9.5A
ASHPALT
VALLEY CURB
1" PER FT 1
4" PER FT
2’11’11’
LOCAL RESIDENTIAL ROAD SECTION
R
IG
H
T
OF
WAY
3:1 (MA
X)
3:1 (MAX)
R
IG
H
T
OF
WAY
2’5’
NTS
1
4" PER FT
SIDEWALK NOTES:
1. SIDEWALK THICKNESS SHALL BE 6" AT DRIVEWAYS.
2. SIDEWALK MAINTENANCE SHALL BE THE RESPONSIBILITY
OF THE HOMEOWNERS ASSOCIATION.
50’ RIGHT OF WAY
7’ 12’
22’ ASPHALT
50’ R/W
YUCCA LANE
50’ PUBLIC R/W
SEE SHEET 8
Y
U
C
C
A
L
A
N
E
5
0
’ P
U
B
L
IC
R
/W
S
E
E
SH
E
E
T
7
20
’ PDE
2
0’ PDE
3
0
’ P
DE
2
0’ PDE
10’ UTIL
ITY EASEMENT
10’ UT
ILITY EASEMENT
6" ABC
VARIABLE
WIDTH
PDE
HOMESTEAD ESTATES
AT RIVER OAKS
WESTERN PARCEL ID
EASTERN PARCEL ID
DEED BOOK/PAGE
ZONING
PROPOSED USE
PROPOSED NUMBER OF LOTS
MIN FRONT SETBACK
MIN SIDE SETBACK
MIN REAR SETBACK
MAX BUILDING HEIGHT
REQUIRED OPEN SPACE
AVG. RESIDENTIAL LOT SIZE
MINIMUM RESIDENTIAL LOT AREA
UNITS PER ACRE
CAMA LAND USE CLASSIFICATION
RECEIVING STREAM
STREAM CLASSIFICATION
LIMITS OF DISTURBANCE
R08100-006-242-000
R08100-006-240-000
5752/65
R-15
RESIDENTIAL
35
25’
10’
20’
35’
1.05 AC
18,828 SF
15,045 SF
1.74
TRANSITION
CAPE FEAR RIVER
SC
20.0 AC
-SECTION 8, PHASE 2-
PROVIDE STABLE
VEGETATIVE COVER
SWALE DETAIL
NTS
TREE NOTES:
1. NO SIGNIFICANT TREES ARE LOCATED
WITHIN PROPOSED RIGHTS OF WAY.
2. TREES SHALL BE RETAINED TO THE
GREATEST EXTENT PRACTICABLE.
RIVER OAKS
SECTION 5
RIVER OAKS
SECTION 3
RIVER OAKS
SECTION 8
PHASE 1A
RIVER OAKS
SECTION 8
PHASE 1A
RIVER OAKS
SECTION 8
PHASE 1B
RIVER OAKS
SECTION 8
PHASE 1A
RIVER OAKS
SECTION 5
WINDSWEPT SUBDIV.
PHASE 2
NOAH FUTCH HEIRS DIVISION
LOT G-6
FREEMAN/
BURNETT LOT
RIVER OAKS
SECTION 8
PHASE 1B
THE CAPE
SEC. 8
3.05 AC
OPEN
SPACE
0.31 AC
COMMON
AREA
SIDE SLOPE
NOTES:
THE MAXIMUM 10 YEAR STORM FLOW VELOCITY IS 2 FPS FOR CURB
OUTLET SWALES AND SWALES DISCHARGING INTO WETLANDS.
THE MAXIMUM 10 YEAR STORM FLOW VELOCITY IS 4 FPS FOR
ALL OTHER SWALES
THE MAXIMUM 10 YEAR STORM FLOW DEPTH IS 0.50’. A MINIMUM
OF 1.0’ FREEBOARD SHALL BE PROVIDED ABOVE THIS DEPTH.
MAXIMUM SIDE SLOPES OF SWALES SHALL BE 3:1. THE FIRST 100’
OF CURB OUTLET SWALES SHALL BE 5:1.
SWALES AND OTHER AREAS SUBJECT TO EROSIVE FLOWS SHALL BE
PERMANENTLY SEEDED OR SODDED WITH BERMUDAGRASS OR APPROVED
EQUAL IN ACCORDANCE WITH STABILIZATION SCHEDULE FOUND IN
EROSION & SEDIMENT CONTROL CONSTRUCTION AND MAINTENANCE SPECIFICATIONS.
EITHER SOD OR TEMPORARY SEEDING SHALL BE PROVIDED FOR STABILIZATION
OUTSIDE OF THE RECOMMENDED PERMANENT SEEDING DATES.
SECTIONS OF SWALES UTILIZED AS SEDIMENT TRAPS SHALL BE
SODDED UPON CONVERSION FROM TRAPS TO SWALES PRIOR TO ANY
RAINFALL EVENTS.
CURB OUTLET SWALES ARE DESIGNED WITH A 0.5% SLOPE.
WATER MAIN
GRAV. SEWER
CULVERT
CURB OUTLET SWALE
CONVEYANCE SWALE
WETLAND
PHASE BOUNDARY
PUBLIC DRAINAGE EASEMENT
DISTURBANCE LIMITS
SILT FENCE
N23
4
6’57"E
103.17
N
7
0
16’0
2
"W 3
2
8.71
N8233’27"W 259.42
S6143’35"W 369.76
N0
5
0
7
’2
5
"E
4
3
3
.2
8
N7155’09"E 631.37
S
7
0
16
’02
"E 5
4
8.0
4
S19
43’58"W 250.00
S7951’08"W
133.13
S0
5
0
5
’10
"W
6
6
5
.6
9
N
6543’30"W
327.18
N
6134’50"
W
177.93
N
6613’03"W
272.88
N19
43’58"E 327.14
N19
4
3’58
"E 200.0
0
S
70
16
’0
2"E
654.2
8
S19
43
’58"W
160.00
25’ COD
BUFFER
2.90 ACRE PRESERVED COD
67% OF 4.31 ACRE TOTAL
EXISTING
COD LINE
L2
L
1
L3
7.1 x
BOUNDARY DATA
L1 N7016’02"W 51.07
L2 S2414’27"W 58.23
L3 S7016’02"E 7.46
10.2 x
20’ PDE
2
0
’ PDE
x10.1
9.4 x
x
9.8
17.0x
20’ PDE
PRELIMINARY
6.0
x
5.0
x
WETLAND/COD DATA:
NON JURIDICTIONAL WETLANDS
JURISDICTIONAL WETLANDS
TOTAL WETLANDS (POCOSIN)
TOTAL COD AREA
PRESERVED COD AREA
% PERSERVED COD
0.48 AC
3.83 AC
4.31 AC
4.31 AC
2.90 AC
67.3 %
0.48 ACRES
ISOLATED WETLAND/
COD TO BE FILLED
16235 SF
41781 SF
36897 SF
29150 SF
25817 SF
16133 SF
20566 SF
17620 SF 16233 SF
15750 SF
15756 SF
16620 SF
17952 SF
21598 SF
15781 SF
15750 SF
15836 SF
17882 SF 19196 SF
15980 SF
15444 SF
15151 SF
15057 SF
15211 SF
15310 SF
29202 SF17013 SF
15113 SF
15045 SF
16528 SF16871 SF
17627 SF
15735 SF
15725 SF
15399 SF
EXISTING
WETLAND/
COD LINE
PROPOSED
COD LINE
PROPOSED
WETLAND
LINE
x12.3
12.0
x
x
8.8
2
0
’
P
D
E
4
0’ (TOTAL) PDE
30’ (TOTAL) PDE
30’ (TOTAL) PDE
9.1
x
11.3
x
x
11.0
x 11.6
8.7
x
x
8.4
x 8.1
R-15 CONVENTIONAL PRELIMINARY PLAN FOR
YUCCA LAN
E
5
0
’ PUBLIC RW
2
2
’ A
S
PHALT W
/ C&G
MB
61, PG
162
R
O
Y
A
L
F
E
R
N
D
R
IV
E
6
0
’
P
U
B
L
IC
R
W
2
2
’
A
S
P
H
A
L
T
W
/
C
&
G
M
B
6
1,
P
G
1
6
2
H
O
L
LA
N
D
A
L
E
C
O
U
R
T
40’ P
U
B
L
IC
R/W
M
B
61, PG
162
PENNY ROYAL LANE
50’ PUBLIC RW
ROYAL FERN DRIVE
SR 234360’ PUBLIC R
W
20’ ASPHALT
MB 36, PG 255
4 INCH THICK
SIDEWALK
PRELIMINARY
100 YEAR
FLOOD LINE
(AE 9)
EFFECTIVE
100 YEAR
FLOOD LINE
(AE 9)
YELLO W DAIS
Y DRIVE
P
UBLIC
R/W
(NO P
ROP
OS
ED CONNECT
ION)
BLACK
HORSE TRAILUNIMPROVEDPRIVATE R/W(NO PROPOSED
CONNECTION)
ST VINCENT DRIVEUNIMPROVED PRIVATE R/W(NO PROPOSED CONNECTION)
CATAMARAN DRIVE45’ PUBLIC R/W22’ ASPHALT W/ C&G(CONNECTION TO PHASE 1BUNDER CONSTRUCTION)
GENERAL NOTES:
1.A PORTION OF THIS PROPERTY IS LOCATED IN THE
100 YEAR FLOOD HAZARD AREA.
2. BOUNDARIES, LOCATIONS AND DESCRIPTIONS OF
EXISTING FEATURES ARE BASED ON A SURVEY BY
STROUD ENGINEERING, P.A.
3. TOPOGRAPHY SHOWN PER NC FLOODMAPS LIDAR DATA.
4. LOTS SHALL BE AFFORDED WATER AND SEWER SERVICE
BY WAY OF EXTENDING ADJACENT AQUA, NC MAINS.
5. ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT
STANDARDS.
6. THERE SHALL BE NO ENCUMBRANCES WITHIN THE
NCDOT R/W.
7 ONLY NCDOT APPROVED MATERIALS ARE TO BE USED
WITHIN THE R/W.
8. SIDEWALKS SHALL BE PROVIDED ON ONE SIDE OF THE
PROPOSED STREETS.
9. SIDEWALK AND FLUME MAINTENANCE SHALL BE THE
RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION.
10. EXISTING STRUCTURES SHALL BE REMOVED.
11. ALL STEEL AND IRON PRODUCTS WHICH ARE PERMANENTLY
INCORPORATED INTO THIS PROJECT SHALL BE PRODUCED
IN THE UNITED STATES
12. LED STREETLIGHTS SHALL BE INSTALLED.