NCC223035_Site Plan or Location Map_20220825

N PHILODENDRON DR I
N/F
7 �� �� 8 \� 9 �� �� 10 �� �� 11 �� i 12 �� �� 13 \� ERNEST H. BREWINGTON AND WIFE,
EVELYN L. BREWEINGTON
N/F N/F N/F N/F N/F N/F N/F DB 3560, PG 826
HEIDELBERG RONNIE J. MCFALLS AND WIFE, MARION F. BAKER AND WIFE, WENDY HIGGINS DAVID C. RUTH AND WIFE, KEITH A. BRANCH AND WIFE, ANDREW VANVALKENBURG ANDREW VANVALKENBURG
PB 35, PG 38
DR 2997 RONDA W. I DB 3084, PGFALLS 278 A DBELIESE M. 2471, PG643 BAKER DB 10586, PG PB 33, PG 9 07 MELODY RUTH DB 2480, PG 810 DBV9487, PG 496 DB 1TTANY N. 10673. PGL776IG DB 1TTANY N. 10673. PGLIG
776
LA pUWTq LN PB 33, PG 9 PB 33, PG 9 PB 33, PG 9 PB 33, PG 9 PB 33, PG 9 PB 33, PG 9
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�UNjRY _ m I
�N/F
yPRESS Pp��
HILLSIDE BAPTIST
DR
DR DR CHURCH OF HOPE I
W L PIONEERg Fr� DB 8928, PG 233
EO� Q LANGUID RAFT
FO�NDAR a = CT S78°14'28"E 347.22' TOTAL S78'06'l6"E 270.02' S78.42'53"E 30.14'
PSwE�� PIONEER DR 91.07' 65.00' 65.00' 65.00' 61.15'
eR '�
10' MAINTENANCE PATH /� SITE NOTES
C/) Q
1. COMMON AREA 1 IS ALSO THE STORM WATER ACCESS
m" NORTH _ - . .. MMMO-W AND MAINTENANCE EASEMENT
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY
WHERE EVIDENCE COULD BE FOUND TO VERIFY
_ _ _ LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF
♦ THE SITE, THE GENERAL CONTRACTOR SHALL VERIFY
VICINITY MAP ♦ ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF
I
NOT TO SCALE I I THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED I / TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE
w ! w ! w I I REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE.
_ I VEGETATED SHELF STORM WATER ACCESS AND 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
0 No 11 C4 LoI 10 N ui. . I I MAINTENANCE EASEMENT 4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES
o o o o J STORM WATER 0 SHALL BE PROVIDED BY THE CONTRACTOR AND
m I 10,645 SF N 7,835 SF N 7,834 SF N 7,832 SF - < I I WET POND #1 r J f o
INSTALLED PER FEDERAL ADA AND LOCAL
0.24 AC z 0.18 AC z 0.18 AC z 0.18 AC 0 I n REQUIREMENTS.
N/F
I
~
I / / /
5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO
RKER D. CAREY EDGE AND WIFE, 00
NANCY T. EDGE
I
/ I ,
I /
THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
E ND: o I
0
/
6. THE SITE WILL BE SERVED WITH PWC PUBLIC WATER
RP� DB 2749, PG 817
DWA EPK-EXISTING PK NAIL o L- - - - - - - - -I
L - - - - - - -I
L - - - - - - -I
L - - - - - - -
r-
w
I
I
/ /
I N/F / /
AND SEWER.
7. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE
64.02° COMPUTED POINT
�n
I FAITH WILL HOMES LLC /
/
IN ACCORDANCE WITH STATE AND LOCAL LAWS AND
N/F -NOW OR FORMERLY
I
DB 11103, PG 140 /
/
REGULATIONS.
8. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
R/W - RIGHT OF WAY
I
/ / CA 1
CUMBERLAND COUNTY AND STATE REGULATIONS.
Z
I / ♦
I
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
PP. UTILITY POLE
FOR END OF ROADWAY
C GUY WIRE
SEE STD DWG 1264.02
D4 WATER VALVE
FIRE HYDRANT
N/F
❑❑ WATER METER
DALE F. GODWIN
SANITARY SEWER MANHOLE
DB 10985, PG 261
oco CLEANOUT
CONCRETE
WETLANDS
UTILITY EASEMENT
GRAPHIC SCALE
30 p 5 30 60 20
( IN FEET )
1 inch = 30 ft.
I / 82,501 SF 000"
/ / �
- - - 85.52' - - - - - - - 65.00' _ _ _ - - 65.00_ - - - - 65.00' 1.89 AC ♦ `.
_ - I �I
W S78°15'35'E 280.52' TOTAL L
o ♦ S78°15'35"E 60.00'
5' SIDEWALK J_U) DUBAI LANE 0
30" MOUNTABLE CURB 0
(TYP) °N° 50' R/W (PUBLIC STREET) (TYP) L0 �' �'
R27000,
.5 10
cn S78°15'35"E 98.30' _� S78°15'35"E 80.00' TOTAL 40.00' ���, �, �, \4, �, 14,
Zo 55.00' 65.00' ^
0 ♦ a� /
5' SIDEWALK BUMP OUT c\
J FOR HC RAMP (TYP)
IN \ /
r1i o
LO
.41
J I F
28.5' i ♦ /
0
12 oIQ I �� ~\ / o
Olo r, • /
9,593 SF 0 0 I C3Is
0.22 AC 'nl I� O w O �` `��� / O o
I l0 0 IN �I 0 1 6�
� o w 14,182 SF I
N 10,190 SF � � 8,497 SF / 9
N 0.33 AC 3
w 1 0.23 AC z 0.20 AC ` ,� I�`L°� \ LO
2.79' N78°15'35"W I N
119.87'
I `� ♦ GrO \� C 20' DRAINAGE to
z O w I "S EASEMENT
20' DRAINAGE I c~n 1 L - - - - - L
EASEMENT
CY)13 o I 'i' J m ��
0 ==
O0 I 7,690 SF W \\ N82°27'01 "E S58°58'11 "E S7 *1 '35"E ♦ ��
0.18 ACCD 3 21.19' 21.19'
1-1\ S78°15'35"E 29.59' ♦ 28.72' R37.5' 1 ��
I �
�� -- -- -- ']MAIL KIOSK
-- -- i�
�� - - 55.00' 65.00' - - R49 60' EASEMENT
`n
S78°15'35"E 120.00' TOTAL (30' EACH SIDE PL)
R27.5' R32.5' 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 20' UTILITY
CD in DELHI LANE EASEMENT
o1 30" MOUNTABLE CURB TYP
N/F 06
z I 4 a 50' R/W (PUBLIC STREET) (TYP) (TYP)
STEVEN J. HATLEY AND WIFE, ° i NCn
ANGELA M. HATLEY cD i t
CURVE TABLE DB 5654, PG 112 0
PB 88, PG 132 cn I O R27.5' �
CURVE LENGTH RADIUS BEARING CHORD N 6 7,430 SF _-S78°15'35"E 270.00' TOTAL
-- -- -- -- - -- -- -- -- - -- -- --
0 I 0.17 AC I 60.00' 70.00' 70.00' 70.00' 20.00`
C1 60.94 205.00 S17°36'49"W 60.71 i
w
C2 30.55 255.00 N22°41'52"E 30.53
C3 35.99 25.00 S60°30'11 "W 32.96 -1 IL I CA N
J 1
C4 91.22 49.00 N48°24'36"E 78.60 N78°15'35"W 1 29,721 SF
C5 62.55 49.00 N41°29'24"W 58.39 _ 109.48'_ - U /NI F I F F 0.68 AC
C6 59.55 49.00 S67°07'30"W 55.95 I v
C7 30.29 25.00 S67°01'31 "W 28.47
/ 0
C8 39.27 25.00 S33°15'35"E 35.36 1 i O in a, O tin �1 O I In 01 O N ♦�
10,843 SF °' 8,400 SF 0 8,403 SF of 8,402 SF
C9 39.27 25.00 S56°44'25"W 35.36 I 15 / 0.25 AC rn 0.19 AC � oN 0.19 AC � N 0.19 AC N
C10 39.27 25.00 N33°15'35"W 35.36 I O I 1 N F :
1 I I N �I I N �I I� �
9,039 SF ��v
C11 41.22 205.00 S17°30'03"W 41.15 I 0.21 AC v l U)
C12 10.26 205.00 S24°41'44"W 10.26 ` I I 1 10 L - - - - - - I L - - - - - - - L - - - - - - J L - - - - - - - ♦ /
C13 75.80 255.00 S17°36'49"W 75.52 I I I I i
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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
-Z J 1 I
N09°05'52"E �'
. N09 05 52 E
Lnn 5.49' 4.85 4.85' 7.88'
0 94.83' 89.96' 6.48' 70.00' 12.26' 57.74' 70.00' 173.71'
m N78'19'56"W 99.68' TOTAL N78°07'49"W 40.36N78°1448"W 94.81' TOTAL N78°13'17"W 88.74' TOTAL N78.12'22"W 301.45' TOTAL
MH 3109
1
20' DRAINAGE EASEMENT
I INV OUT:205.94
s
1
I
PB 127,
PG 172
I
If. 5 ^1
I
1 f. 6
f. 7
IN1
1
N 3
I
T
ANTHONY WILLIAMSA AND WIFE,
MATTHEW J/ FORRISTER
BPG INVESTMENTS LLC
I JONI WILLIAMS
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
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za
MH 3011 1
INV IN(N):200.55 I
OLD WARDEN WAY
/
INV IN(W):200.72
INV IN(E):200.71 I
g
40' R/W (PUBLIC STREET)
/
INV OUT: (S): 200.47
I
J
28.5' BC -BC
N/F
ST JUDE MISSIONARY
BAPTIST CHURCH
DB 8699, PG 1
PB 13, PG 21
SOLUTE
PIS,
s
0
v
O
Ir
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' Se,
Pars _I 1.5 0 2% 2,> S9.513
See II=1II=1I1EII %.Eno
IA I E111-j I' 8" CABC
111 � 111=1 11- NOTES
I w w
Z � 1. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS
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
Co
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4DSite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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02- 23-22
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
AUGUST 23, 2022
SHEET NUMBER
C-200