HomeMy WebLinkAboutC2.00 OVERALL SITE PLAN89
N/F
VILLAGES AT PLANTATION
LANDING HOA INC
PID#R02900-003-567-000
ZONING: R-7 CLASS: HOA
DEED BOOK 6330 PAGE 572
90
93
94 95
96 97 98 99
20 21 22 23 24 25 26 27 28
29 30
31 32 33 3534 19
18
383940
41
42
43
44
45
46
47R
GA
S
K
I
N
S
L
A
N
E
(5
0
'
P
R
I
V
A
T
E
R
/
W
)
MA
R
K
E
T
S
T
R
E
E
T
(
S
R
1
4
0
0
)
(R
/
W
V
A
R
I
E
S
)
N/F
SECTION 1 PHASE 2 SAGEWOOD AT
PLANTATION LANDING
ZONING: R-15 CLASS: RESIDENTIAL
PLAT BOOK 45 PAGE 60
N/F
SECTION 3 PHASE 1
PLANTATION LANDING
ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 58
N/F
PLANTATION LANDING
PHASE 1
ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 43 PAGE
173-174
N/F
ABBEY GLENN at FUTCH CREEK
SECTION 1
ZONING: R-15 CLASS: RESIDENTIAL
PLAT BOOK 46 PAGE 55
N/F
GRAYSON PARK
ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55
N/F
WILLIE MAE MATTOCKS
PID#R02900-003-038-001
ZONING: R-15 CLASS: RESIDENTIAL DEED
BOOK 5154 PAGE 284
GRAYSON PARK DRIVE
(50' PRIVATE R/W)
WETLANDS
WETLANDS
WETLANDS
SCM #1
EXISTING POND
N49°57'02"W
610.51'
N4
2
°
3
3
'
4
9
"
E
54
7
.
9
5
'
N4
2
°
2
8
'
1
9
"
E
38
2
.
0
4
'
N49°02'42"W
93.06'
N49°03'02"W
70.12'
S49°47'39"E
472.45'
N4
0
°
1
3
'
2
1
"
E
17
1
.
8
2
'
S49°51'08"E
473.87'
S3
6
°
0
0
'
2
5
"
W
17
2
.
3
5
'
S51°14'19"E
33.75'
N4
0
°
1
7
'
0
7
"
E
34
3
.
5
5
'
S50°18'01"E
51.73'
S49°38'02"E
298.57'
S49°56'42"E
285.73'
N48°59'49"W
69.94'
N49°05'38"W
70.06'
N48°52'41"W
70.05'
N48°59'39"W
70.25'
N49°10'31"W
69.64'
N48°58'38"W
70.24'
N49°26'45"W
69.97'
N49°11'55"W
140.04'
N49°01'20"W
70.05'
N49°27'00"W
70.08'
N49°03'08"W
105.23'
N49°36'25"W
108.34'
S3
7
°
5
4
'
5
3
"
W
20
5
.
7
9
'
S3
8
°
0
1
'
1
9
"
W
75
.
3
7
'
N4
3
°
1
1
'
0
4
"
E
17
1
.
6
4
'
S49°50'25"E
501.83'
N88
°
5
8
'
3
8
"
E
38.0
1
'
S
1
6
°
5
2
'
3
8
"
W
1
2
3
.
9
6
'
S49°23'39"E
167.57'
S49°50'08"E
5.53'
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L1
1
L1
2
L1
3
L1
4
L1
5
L
1
6
L
1
7
L
1
8
L
1
9
L
2
0
L
2
1
L
2
2
L2
3
L2
4
L25
L26
L2
7
L2
8
L2
9
L3
0
L
3
1
L32
S3
8
°
4
3
'
5
9
"
W
25
7
.
9
4
'
S49°11'41"E
536.90'
PRIVATE DRIVE A
PRIVATE DRIVE A
PRIVATE DRIVE A
PRIVATE
D
R
I
V
E
B
PR
I
V
A
T
E
D
R
I
V
E
A
N/F
JOHN F. BARNHILL
PID#R02900-003-238-000
ZONING:B-1-BUSINESS DISTRICT
CLASS:COM - COMMERCIAL
DEED BOOK 5154 PAGE 284
PRIVATE D
R
I
V
E
C
PR
I
V
A
T
E
D
R
I
V
E
B
FUTURE ASSISTED
LIVING FACILITY
(BY OWNER)
FUTURE
RECREATION
AREA
BUILDING #1
ACTIVE
ADULT 156
UNITS
DUPLEX
BUILDING
#3
DUPLEX
BUILDING
#4
DUPLEX
BUILDING
#5
DUPLEX
BUILDING
#6
DUPLEX
BUILDING
#7
DUPLEX
BUILDING
#9
DUPLEX
BUILDING
#11
DUPLEX
BUILDING #8
DUPLEX
BUILDING
#14
DUPLEX
BUILDING
#10
DUPLEX
BUILDING
#12
DUPLEX
BUILDING
#18
DUPLEX
BUILDING
#16
DUPLEX
BUILDING
#17
DUPLEX
BUILDING
#19
DUPLEX
BUILDING
#20
DUPLEX
BUILDING
#21
DUPLEX
BUILDING
#25
DUPLEX
BUILDING
#24
DUPLEX
BUILDING
#23
DUPLEX
BUILDING
#22
FUTURE COMMERCIAL
DEVELOPMENT
(BY OTHERS)
DUPLEX
BUILDING
#13
DUPLEX
BUILDING
#15BUILDING #2
RETAIL
BUILDING
FUTURE
PHASE 2
BUILDING
(BY OWNER)
PUMP
STATION
VA
N
S47°23'55"E
19.69'
S4
0
°
0
2
'
5
8
"
W
64
.
6
8
'
PL
A
N
T
A
T
I
O
N
L
A
N
D
I
N
G
D
R
I
V
E
835.181
5562.698
EXISTING 30' ACCESS
EASEMENT (TYP.)
EXISTING 50' DRAINAGE EASEMENT
(TYP.)
EXISTING 30' DRAINAGE
EASEMENT (TYP.)
EXISTING UTILITY AND
DRAINAGE EASEMENT (TYP.)
PROJECT BOUNDARY
(TYP.)
PROPOSED 20'
PUBLIC UTILITY
EASEMENT (TYP)
100'
SHOD
100' SPECIAL HIGHWAY
OVERLAY DISTRICT
SETBACK, (TYP.)
PROPOSED PARCEL
LINES, (TYP)
10'x70' NCDOT
SIGHT TRIANGLE, TYP.
PROPOSED 30' ACCESS
EASEMENT (TYP.)
16' WIDE GRASS GEOGRID
EMERGENCY ACCESS
STORM AND DRAINAGE
EASEMENT (TYP)
EXISTING LOT
LINE (TYP.)
10'x70' NCDOT
SIGHT TRIANGLE, TYP.
PROPOSED RETAINING
WALL, (TYP.)
AMENITY
AREA
SEE AMENITY
AREA SHEETS
FOR DETAILS
PROPOSED
RETAINING
WALL, (TYP.)
PROPOSED RETAINING
WALL, (TYP.)
PROPOSED 20'
PUBLIC UTILITY
EASEMENT (TYP)
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
Direction
S81°05'46"W
S84°01'21"W
S70°45'00"W
S47°56'51"W
S46°22'52"W
S33°52'30"W
S49°37'42"W
S74°30'22"W
S83°44'40"W
S79°22'33"W
S50°50'56"W
S38°30'44"W
S38°54'31"W
S29°13'15"W
S29°16'25"W
S29°40'07"W
Length
46.84'
35.38'
18.53'
11.77'
7.60'
31.97'
26.23'
46.60'
11.11'
24.77'
14.87'
52.38'
23.05'
7.43'
29.66'
25.21'
Line Table
Line #
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
Direction
S19°59'00"W
S13°52'35"W
S13°15'35"W
S17°12'37"W
S20°11'33"W
S20°06'26"W
S41°35'08"W
S59°57'59"W
S75°23'31"W
S78°07'15"W
S69°34'00"W
S49°26'21"W
S38°05'57"W
S40°07'53"W
S26°45'17"W
N48°48'57"W
Length
41.89'
39.36'
4.87'
17.56'
72.32'
13.46'
33.68'
50.05'
34.69'
89.48'
34.57'
19.83'
17.66'
85.74'
11.74'
55.12'
w:
\
2
0
\
2
0
-
0
1
1
0
\
2
0
0
1
1
9
.
1
0
-
l
i
b
e
r
t
y
c
o
m
m
e
r
c
i
a
l
-
f
u
t
c
h
c
r
e
e
k
v
i
l
l
a
g
e
\
C
A
D
\
d
r
a
w
i
n
g
s
e
t
s
\
c
o
n
s
t
r
u
c
t
i
o
n
\
C
2
.
0
0
-
O
V
E
R
A
L
L
S
I
T
E
.
d
w
g
-
We
d
n
e
s
d
a
y
,
A
p
r
i
l
1
0
,
2
0
2
4
4
:
3
5
:
3
7
P
M
-
TG
A
R
R
I
C
H
ou
r
p
e
o
p
l
e
•
y
o
u
r
s
u
c
c
e
s
s
ES
T
.
1
9
8
3
21
9
S
t
a
t
i
o
n
R
o
a
d
| S
u
i
t
e
1
0
1
| W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
5
Li
c
e
n
s
e
#
:
F
-
1
4
7
9
| t
:
9
1
0
.
2
5
6
.
9
2
7
7
| w
w
w
.
w
i
t
h
e
r
s
r
a
v
e
n
e
l
.
c
o
m
Wi
t
h
e
r
s
R
a
v
e
n
e
l
N O R T H CARO
LI
N
A
J
O
SEPH S. B O Y D
PR O F ESSIO
N
A
L
E
NGINE E R
SEAL
39113
EDCBA
1
2
3
4
EDCBA
5
OVERALL SITE PLAN
C2.00
EN
W S
0
SCALE: 1 inch = ft.
8040
80
NOTES:
1)ANY MINOR DEVIATION IN THIS PLAN SHALL REQUIRE APPROVAL OF THE
ADMINISTRATOR AND ANY MAJOR DEVIATION SHALL REQUIRE APPROVAL
OF THE PROPER APPROVING BODY.
2)UTILITY PROVIDERS INCLUDE: CFPUA (WATER & SEWER), DUKE ENERGY
(POWER), AT&T (TELEPHONE), AND SPECTRUM (CABLE).
3)PROJECT TO MEET STORMWATER REQUIREMENTS OF NEW HANOVER
COUNTY AND NCDEQ.
4)SIGNAGE WILL BE PERMITTED SEPARATELY.
5)DRIVES SHOWN ARE TO BE PRIVATE.
6)MAIL KIOSK FOR PROJECT SITE TO BE LOCATED WITHIN THE ACTIVE ADULT
BUILDING.
WITH 4
UNITS
OVER TOP
TYPICAL CROSS SECTION - PRIVATE DRIVE C
LC
8" AGGREGATE BASE COURSE
3" S9.5B SURFACE COURSE
24" CONCRETE CURB & GUTTER
0.5'
21'
TRAVEL
LANE
2'
0.5'
2'
1/4" /FT1/4" /FT1/4" /FT 1/4" /FT
SIDEWALK
VARIES
SIDEWALK
VARIES5'5'
1/4" /FT
N.T.S.
1/4" /FT
TYPICAL CROSS SECTION - PRIVATE DRIVE B
LC
8" AGGREGATE BASE COURSE
3" S9.5B SURFACE COURSE
24" CONCRETE CURB & GUTTER
0.5'
21'
TRAVEL LANE
2'
0.5'
2'
1/4" /FT
1/4" /FT 1/4" /FT
SIDEWALK
VARIES
SIDEWALK
VARIES5'5'
1/4" /FT
N.T.S.
1/4" /FT
TYPICAL CROSS SECTION - PRIVATE DRIVE A
LC
8" AGGREGATE BASE COURSE
3" S9.5B SURFACE COURSE
24" CONCRETE CURB & GUTTER
0.5'
22'
TRAVEL
LANE
2'
0.5'
2'
1/4" /FT1/4" /FT1/4" /FT 1/4" /FT
SIDEWALK
VARIES
SIDEWALK
VARIES5'5'
1/4" /FT
N.T.S.
1/4" /FT
SIDEWALK NOTE:
WHERE SIDEWALK IS DIRECTLY OFF BACK
OF CURB, SIDEWALK TO BE 6' WIDE.
SIDEWALK NOTE:
WHERE SIDEWALK IS DIRECTLY OFF BACK
OF CURB, SIDEWALK TO BE 6' WIDE.
SIDEWALK NOTE:
WHERE SIDEWALK IS DIRECTLY OFF BACK
OF CURB, SIDEWALK TO BE 6' WIDE.
LEGEND:
OPEN SPACE
87
0
4
M
A
R
K
E
T
S
T
R
E
E
T
|
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
1
1
|
NE
W
H
A
N
O
V
E
R
CO
U
N
T
Y
IN
S
P
I
R
E
F
U
T
C
H
C
R
E
E
K
CO
N
S
T
R
U
C
T
I
O
N
D
R
A
W
I
N
G
S
RI
D
G
E
W
O
O
D
G
A
R
D
E
N
HE
A
L
T
H
I
N
V
E
S
T
O
R
S
,
L
L
C
23
3
4
S
.
4
1
S
T
S
T
R
E
E
T
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
3
INITIAL PLAN DATE: 06/30/2023
REVISIONS:
1 - 07/07/2023 RCB
PER INTERNAL REVIEW
2 - 07/18/2023 RCB
PER ARCHITECT COMMENTS
3 - 10/31/2023 GWR
PER PUMP STATION RELOCATION
WR JOB NUMBER 200119.10
DGN: TMGDRN: TMG CKD: JSB
1/4" /FT
SURFACE AREAS
EXISTING IMPERVIOUS
AREA 0.00 AC
PROPOSED BUILDING
AREA 6.75 AC
PROPOSED
ROAD/PARKING AREA 5.14 AC
PROPOSED SIDWALK
AREA 1.04 AC
PROPOSED OFFSITE
FUTURE IMPERVIOUS 4.91 AC
TOTAL PROPOSED AREA 17.84 AC
DocuSign Envelope ID: 1C64ED40-6C84-4A37-AEA8-60AF697CAD01
4/10/2024