SW6220501_Plansheet C-2.0 - Proposed Conditions_Site Plan_20220621

\ /
I
N/F
RONNIE J. MCFALLS AND WIFE,
I
RONDA W. MCFALLS
DB 3084, PG 278
I
PB 33, PG 9
N/F I
HILLSIDE BAPTIST
CHURCH OF HOPE
I
DB 8928, PG 233
91.07'
VICINITY MAP
NOT TO SCALE
z
0
cD
rn P
;� J
-
rri
N/F
41
RKER
D. CAREY EDGE AND WIFE,
NANCY T. EDGE
G
END:
o
RN
DB 2749, PG 817
DWA O
EPK-EXISTING PK NAIL
o
64.02°
COMPUTED POINT
- -
r-
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
- - RIGHT-OF-WAY
-SETBACK LINE
ss SANITARY SEWER LINE
w WATER LINE
- - WETLANDS
PERMANENT EASEMENT
210 MAJOR CONTOUR
207 MINOR CONTOUR
NCDOT TYPE 4 MARKERS
BENCHMARK
& 23.5 LF GUARD RAIL
PPS UTILITY POLE
FOR END OF ROADWAY
c• GUY WIRE
SEE STD DWG 1264.02
wv
D4 WATER VALVE
FIRE HYDRANT
N/F
❑❑ WATER METER
DALE F/GODWIN
(S) SANITARY SEWER MANHOLE
DB 10985, PG 261
'C0 CLEANOUT
0 CONCRETE
0 WETLANDS
UTILITY EASEMENT
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
I inch = 30 ft.
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
60.94
205.00
S17°36'49"W
60.71
C2
30.55
255.00
N22°41'52"E
30.53
C3
35.99
25.00
S60°30'11 "W
32.96
C4
91.22
49.00
N48°24'36"E
78.60
C5
62.55
49.00
N41°29'24"W
58.39
C6
59.55
49.00
S67°07'30"W
55.95
C7
30.29
25.00
S67°01'31 "W
28.47
C8
39.27
25.00
S33°15'35"E
35.36
C9
39.27
25.00
S56°44'25"W
35.36
C10
39.27
25.00
N33°15'35"W
35.36
C11
41.22
205.00
S17°30'03"W
41.15
C12
10.26
205.00
S24°41'44"W
10.26
C13
75.80
255.00
S17°36'49"W
75.52
8 \ 1
N/F
MARION F. BAKER AND WIFE,
ANNELIESE M. BAKER
DB 2471, PG 643
PB 33, PG 9
\N/F /
WENDY HIGGINS
DB 10586, PG 107
PB 33, PG 9
10 ;
N/F
DAVID C. RUTH AND WIFE,
MELODY RUTH
DB 2480, PG 810
PB 33, PG 9
N/F
KEITH A. BRANCH AND WIFE,
RAVEN J. BRANCH
DB 9487, PG 496
PB 33, PG 9
I \12 ;
N/F
ANDREW VANVALKENBURG
& BRITTANY N. LADWIG
DB 10673. PG 776
PB 33, PG 9
\13 ;
N/F
ANDREW VANVALKENBURG
& BRITTANY N. LADWIG
DB 10673. PG 776
PB 33, PG 9
N/F
ERNEST H. BREWINGTON AND WIFE,
EVELYN L. BREWEINGTON
DB 3560, PG 826
PB 35, PG 38
S78°14'28' E 347.22' TOTAL I I S78°06'16"E 270.02' 78°42'53"E 30.1
65.00' 65.00' 61.15'
10' MAINTENANCE PATH ♦ SITE NOTES
I 000010
1. COMMON AREA 1 IS ALSO THE STORM WATER ACCESS
�► AND MAINTENANCE EASEMENT
- - - - - -1 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY
I I / WHERE EVIDENCE COULD BE FOUND TO VERIFY
-j LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF
- - I I ♦ THE SITE, THE GENERAL CONTRACTOR SHALL VERIFY
• ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF
THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED
I I / TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE
! w ! w I I REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE.
_ VEGETATED SHELF STORM WATER ACCESS AND 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
10 `n . `n I 1 J MAINTENANCE EASEMENT 4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES
o � o o STORM WATER L/� o SHALL BE PROVIDED BY THE CONTRACTOR AND
7,835 SF = NI 7,834 SF NI 7,832 SF < I I WET POND #1 J CCC ♦ o INSTALLED PER FEDERAL ADA AND LOCAL
0.18 AC z 0.18 AC z 0.18 AC o 1 / 'e► /♦ 5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO
THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
6. THE SITE WILL BE SERVED WITH PWC PUBLIC WATER
1 / / AND SEWER.
I L_ - - - - - - -I L_ - - - - - - - w I N/F / / 7. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE
in I I FAITHWILL HOMES LLC / d/ IN ACCORDANCE WITH STATE AND LOCAL LAWS AND
DB 11103, PG 140 / ♦ REGULATIONS.
8. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
/ / ♦ CA 1 CUMBERLAND COUNTY AND STATE REGULATIONS.
1 /
Z I ..
1 / / 82,501 SF ♦� `.
- - - 85.52' - - - - - - - 65.00' _ _ _ - - 65.00_ - - - - 65.00' - - 1 1_ _ - _.� / / 1.89 AC ♦ `.
_ I
S78°15'35"E 280.52' TOTAL L _ _
o � � S78°15'3 "E 60.00'
65.00'
5' SIDEWALK .n DUBAI LANE 30" MOUNTABLE CURB C0 ♦ , /
(TYP) °N° 50' R/W (PUBLIC STREET) (TYP) � I /♦ /
0 27.5' ca
cn S78°15'35'_E 98.30' S78°15'35"E 80.00' TOTAL 40.00'
41
z 55.00' 65.00'
_ 00000 /
5' SIDEWALK BUMP OUT O` Go
J FOR HC RAMP (TYP)
tli / ♦ /
iTi ♦ C�
28.5'
o0
CD <
U� 0
9,593 SF
0.22 AC �10 1� O N O w ♦� �• tk • r 6 I
o 14,182 SF
N 10,190 SF r� 8,497 SF N ♦ / �°�
w I 0.23 AC z = 0.20 AC 0.33 AC ` ,♦ 10`L°� \
2.79' N78°15'35"W I N I Z_ ♦ �' \
119.87' I z
_ G6 20' DRAINAGE J
z QLd /01 S EASEMENT
20' DRAINAGE -- I I 0 0� c~n L - - - - - J L
EASEMENT O ♦ 111•
0)13 o I = m �� ♦ \ N85 OA A�"� /
001" 7,690 SF Ci I Z N82°27'01 "E S5S 11 "E S_,4 15'35"E ♦ ♦ �� ��
0.18 AC CD1 0 Lu � \ c 21.19' 21.19'� � j♦ 28.72'
J � S78'15'3_5"E 29.59' R37.5'
I
]MAIL KIOSK
01 1 N/F
o ST JUDE MISSIONARY
`n BAPTIST CHURCH
N
DB 8699, PG 1
PB 13, PG 21
o �� - - 55.00- - - - - 65.00--- - - R49 60' EASEMENT
`n
S78'15'35"E 120.00' TOTAL (30' EACH SIDE PL)
1 R27.5' PFR32.5' 1 DB 2668, PG 201
N78°15'35"W / DB 2758, PG 816
20' 25' 20' DB 5800. PG 517
_ 116.74' _ _
( I 5' SIDEWALK
CD Un DELHI LANE ( )
N/F o 4 N 50' R/W (PUBLIC STREET) 30" MOUNTABLE (YP) TYP
STEVEN J. HATLEY AND WIFE, 00
L� I N )
ANGELA M. HATLEY co
DB 5654, PG 112 oN rn I 14
PB 88, PG 132 to R27.5' /
N w 7,430 SF _ _ _ _ _ _ _ _ _ _ _-S78'15'35"E 270.0_0'_TOTAL _ _ _ _ _ _ _ _ _ _ _
o I 0.17 AC 1 � � 60.00 70.00' 70.00' 70.00 20.00' I
J
UI �
L J 1 cA
N78°15'35"W �
29,721 SF
109.48'
0.68 AC
_ - U
IN
'
O
O
O
0
N
10,843 SF
N
ail
8,400 SF
N
OI
0
8,403 SF
N
O
0
8,402 SF
,
41 15
0.25 AC
'
�
_
0.19 AC
N
0.19 AC
N
0.19 AC
N
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1
9
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♦
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0.21 AC
1
1U L- - - - - - -
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♦000010
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N09°05'52"E
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SITE DATA
OWNER
FAITHWILL HOMES, LLC
MAILING ADRESS
3840 LEGION ROAD
CITY, STATE
HOPE MILLS, NORTH CAROLINA 28348
PIN NUMBER
0425-30-4618
TOTAL SITE AREA
299,910 SF (6.89 AC)
AREA TO BE DEVELOPED
299,910 SF (6.89 AC)
CURRENT ZONING
R-10
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
15
DISTURBED/DENUDED AREA
5.3 ACRES
OPEN SPACE REQUIRED
1.03 ACRES
OPEN SPACE PROVIDED
2.57 ACRES
SETBACKS REQUIRED:
R-10
FRONT
30 FT
CORNER SIDE
30 FT
SIDE
15 FT (TWO STORY)
REAR
35 FT
rn N09 05 52 E
4.85' 4.85' 7.88'
0 94.83' 89.96' 6.48' 70.00' 12.26' 57.74' 70.00' 173.71 '
N78°19'56"W 99.68' TOTAL N °07'49"W 40. 6' 1 N78°14'48"W 94.81' TOTAL T N78°13'17"W 88.74' TOTAL N78°12'22"W 301.45' TOTAL
MH 3109
I
20' DRAINAGE EASEMENT
I INV OUT:205.94
s 1
PB 127,
PG 172
1
If� 5 �`
I
1 f� 6 �`
f. 7
N/F 1
3
I N/F
N/F
ANTHONY WILLIAMS AND WIFE,
MATTHEW J. FORRISTER
BPG INVESTMENTS LLC
JONI WILLIAMS
I
I DB 9713, PG 276
DB 9799, PG 333
DB 10968, PG 155
I PB 126, PG 124
PB 126, PG 124
PB 127, 172 1
I
cc
U
z a
MH 3011 1
INV IN(N):200.55 1
INV IN(W):200.72
OLD WARDEN WAY
/
/
INV IN(E):200.71 I
g
40' R/W (PUBLIC STREET)
/
INV OUT: (S): 200.47 1
M
L2
N
28.5' BC -BC
O
N/F 10.75' 14.25' 14.25' 10.75'
OSCAR VAZQUEZ AND WIFE,
VICTORIA OTERO
DB 9057, PG 636
PB 126, PG 124 2•5 11.75' 11.75' 2.5-40 ' Se,
fan 1.5Z 2" S9.5B 2% 1.5%
s 2q
See P
8" CABC
NOTES
w w
z 1. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS
Uj
0 ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT,
FILL OR BOTH
2. A 4' SIDEWALK IS REQUIRED ON ONE SIDE OF EACH STREET.
SEE PLANS FOR LOCATION OF SIDEWALK.
ROADWAY TYPICAL SECTION
site
solutions
civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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04-U-7-22
REVISIONS
PROJECT NAME
SOUTHVIEW
PARK
SUBDIVISION
(ZERO LOT LINE)
OVERALL
SITE PLAN
CLIENT
FAITHWILL HOMES
3840 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1722
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
JUNE 7, 2022
SHEET NUMBER
C-200