HomeMy WebLinkAboutSW6210906_Plansheet C2.0-1 - Site Plan_20220324VICINITY MAP
NOT TO SCALE
SOLO
0 /O
N
v
z
n
O
0
Z
D
t7 co
w
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
39.22
25.00
S48°26'36"W
35.32
C2
39.27
25.00
N41 °36'49"W
35.36
C3
23.33
25.00
N30°07'18"E
22.49
C4
55.06
59.00
S30°07'18"W
53.08
C5
42.17
59.00
S17°05'20"E
41.28
C6
92.68
59.00
S82°33'51 "E
83.44
C7
50.51
59.00
N27°54'40"E
48.98
C8
55.06
59.00
N23°20'56"W
53.08
C9
23.33
25.00
S23°20'56"E
22.49
C10
39.27
25.00
S48°23'11 "W
35.36
C11
23.33
25.00
N59°52'42"W
22.49
C12
55.06
59.00
S59°52'42"E
53.08
C13
46.34
59.00
N70°53'11"E
45.16
C14
46.34
59.00
N25°53'11 "E
45.16
C15
46.34
59.00
N19°06'49"W
45.16
C16
101.40
59.00
S89°09'04"W
89.37
C17
23.33
25.00
N66°39'04"E
22.49
C18
19.63
25.00
N64°06'49"W
19.13
C19
19.63
25.00
N19°06'49"W
19.13
C20
23.33
25.00
S30°07'18"W
22.49
C21
101.40
59.00
N07°37'18"E
89.37
C22
46.34
59.00
N64°06'49"W
45.16
C23
46.34
59.00
S70°53'11 "W
45.16
C24
46.34
59.00
S25°53'11 "W
45.16
C25
55.06
59.00
S23°20'56"E
53.08
C26
23.33
25.00
N23°20'56"W
22.49
C27
39.27
25.00
N48°23'11 "E
35.36
C28
39.32
25.00
S41 °33'24"E
35.39
LEGEND:
Ec'Z ECM -EXISTING CONCRETE MONUMENT
EiP Oo EIP-EXISTING IRON PIPE
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
EPK0 EPK-EXISTING PK NAIL
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
- OPL - - - OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
-SETBACK LINE
UTILITY EASEMENT
_SD STORM DRAINAGE
w WATER LINE
// OVERHEAD UTILITY
I
I
F
I
I
I
I
I
I
X
FENCE LINE
TREE LINE
- - -
500 YEAR FLOOD ZONE
10o YF
100 YEAR FLOOD ZONE
- FW - FW -
FLOODWAY
170
MAJOR CONTOUR
173
MINOR CONTOUR
x 1eo.81' SPOT ELEVATION
BENCHMARK
MB MAILBOX
LIGHT POLE
PPS UTILITY POLE
❑T TELEPHONE PEDESTAL
❑❑ WATER METER
wv
o�
�o \
0
sil
G \
\ 100 >7
DN WATER VALVE
AFIRE HYDRANT \\
ASPHALT 1 \ .°° CONCRETE k _
BUILDINGS ` \ I `14 - ,00
UNSUITABLE SOILS o
N/F
WILLIAM WEATHERSBEE & WIFE,
ALBERTA M. WEATHERSBEE
DB 167, PG 68
N/F
WILLIAM WEATHERSBEE & WIFE,
ALBERTA M. WEATHERSBEE
DB 167, PG 67
N/F
JASON DAVID BUNDY
15 ,) DB 656, PG 452 � 13
MAP BOOK 5, PAGE 2, SLIDE 100
N/F
JASON DAVID BUNDY \�iv \Fw ELVIN TATUM & WIFE,
DB 656, PG 452 )� \Fw �I DEBORAH TATUM
MAP BOOK 5, PAGE 2, SLIDE 100 Fw� DB 821, PG 22
w a S8538'52"E 498.12' TOTAL 10o YF \ MAP BOOK 5. PAGE 2. SLIDE 10
`S86°10'24"E 204.50' S86°06'45"E 199.73'
0 13.11' 224.47' �134 74 -
G� W \ \ -0 \
01
z ,n \ ° \ \ \ \\2
F
'L 16 15 s�� y W W ux
04'. tF 2 \ o N/F
\�S��sst 26,353 SF w 23,252 SF ���' N F \ ROBERT SHOLLY AND WIFE,
9• / DENSE SHOLLY
a S 0.61 AC 0.53 AC F
1- o\ N �� po ROBE .HOLLY AND WI ,�,��� DB 1379, PG 4d•3_ �.
o Z�� pp G6, DENISE SHOLLY MAP BOOK 15 PAGE 5. \
� 14 9 '�8, DB XXXX PG XXX
N 00 �� \\/ O SR 4AP BOOK 4'71, PAGE 3 ;"��30
c�i 17 C2� C / 23,451 SF / E' OI9/ W \ \ \, 0
N 0.54 AC A* L-- OPL - - - OPL_�
23,906 SF
LO 0.55 AC \ ��� / W / s °r \ FW FW� •oF
IVy^13� O.or,� oS8636'49"E 4
10 WWW
W WW W-
.23,451 mk, . W W W W
W
0.54
CD
W W W W W W W
J00 YF
000 NO3*23 11"E:r
6 Sf NO3°23'11 "E 6 C' 17.50' C16 O 77 Q
N 03'23' 11 "E
S86°10'04"E 319.03' -A& _ 17.50' o S86°36'49"E 285.88'
22,52' _ C1� / 26,419 SF
294.02'6°36'49"E 469.20' TO AL 175.18' G`1 t/8 '\ 0.61 ACLO
LO
LO
uj
S86°36'49"E S8636'49"E 200.00' \
17.50' N
8636'4_9"E 469.40' TOTAL
�N
- - - - -� - - ^ _ __ - � GAO C>> C)
S294.40' 175.00' CM
N86°10'45"W 319.41'
N/F
ISAIAH F. TAYLOR & SPOUSE,
KIANAH TAYLOR
DB 1321, PG 830
SLIDE 364, MAP 2 _
4 ;
N/F
MATTHEW PATTERSON & WIFE,
SHAWNAA N. PATTERSON
DB 1266, PG 391
SLIDE 364, MAP 2
3
N/F
NATASHA LOWERY
DB 1176, PG 993
SLIDE 364, MAP 2
f' 2
N/F
MICHAEL RUIZ
DB 603, PG 510
SLIDE 364, MAP 2
SITE DATA
DEVELOPER
BEN STOUT CONSTRUCTION
MAILING ADRESS
409 CHICAGO DRIVE - SUITE 103
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28306
PIN NUMBER
494830101092
494830101001
494830101002
TOTAL SITE AREA
1,278,337 SF (29.35 AC)
AREA TO BE DEVELOPED
1,278,337 SF (29.35 AC)
CURRENT ZONING
RA-20
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
18
DISTURBED/DENUDED AREA
4.8 ACRES
OPEN SPACE REQUIRED
218,657 SF (5.02 AC)
OPEN SPACE PROVIDED
XXX SF (XXX AC)
SETBACKS REQUIRED:
RA-20
FRONT
30 FT
SIDE
10 FT
REAR
25 FT
N/F
JASON DAVID BUNDY
DB 1257, PG 504
SLIDE 364, MAP 2
04 (V
ao O l o l S86°36'49"E = N
00 S 26,419 SF
� 01 I 17.50' Aj° 0.61 AC
r 20.866 SF 00 20 �ssr
N86°36'49"W I J J o O o O00.9F
200.00'
o I o 1 0 0^ 20,533 SF M 7 10 Np�
F- F- _ 0.47 AC O �p
0o O I o I o 0 1n 25,463 SF C"
L? Lq I 0.58 AC
O 20,000 SF O N cli ti
o = N86 36 49"W I =1 S8636'49"E S �
1- 110.00 60.
0 0 200.00' 01 to o r 38'
Fi I �0s 23 F
_j
N . N 6�'
00 3 �0 0 0 6 $
0O oI 1n 1n Oo N a
�`' 20,000 SF I I 20,352 SF r 0
LM N86 36 49"W 1 L0.47 AC J 0 ~
N S86°36'49"E-
200F.00 I0
-205.00'
-z 0 3:
0
V 0 �
O
20,667 SF V �\ 20,192 SF o N
n.47 A(' L�0.46 AC = 0
N86°36'49"W 1n
F_166.00' N8636'49"W 171.00'
/
\ '
5 \ �s�•.
20,722 SF C6 /^ F CA
Ln N 0.48 �C \ rn 60
po; / 0• 769,643 SF
6 / O 17.67 AC
/ 5`l
179.57'
25,000 SF 14
0.57 AC / ° ro
N8537'48"W 1976.40' TOTAL N/F
EVERETT M. HESS & WIFE,
HELEN J. HESS
DB 220, PG 762
W /_ W
3p.
,
, r_W W W W I W
2 J YF \W •Y W W
\W W W
O
W W
fTl '0Fcn
00
.100
I
L
L''�i W W W W W \
IN
L9 L10 L11 \a
100�
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
19.21
S66°02'15"E
L2
36.07
S46°13'08"E
L3
34.22
S26°05'49"E
L4
48.52
S60°24'28"E
L5
30.48
S16°53'12"E
L6
112.43
S09°19'53"W
L7
19.52
S09°12'40"E
L8
61.80
S46°08'28"E
L9
64.85
S75°44'26"E
L10
49.66
S89°11'55"E
L11
30.82
S7539'02"E
L12
72.47
S52°51'45"E
L13
26.82
S36°18'49"E
L14
21.54
S10°48'02"E
L15
59.86
S43°45'58"E
L16
17.48
S03°25'00"W
L17
44.88
S18°57'38"W
L18
14.33
S19°05'37"E
L19
24.66
S58°07'22"E
L20
37.42
S73°50'08"E
L21
49.74
N90°00'00"E
L22
35.64
S63°03'38"E
L23
20.11
N8532'40"E
L24
64.89
N59°21'35"E
L25
14.59
N88°58'37"E
L26
24.69
S46°42'35"E
L27
74.08
N86°46'32"E
L28
65.10
S53°07'48"E
L29
19.13
N73°23'25"E
L30
31.71
S75°44'08"E
L31
44.96
N62°23'46"E
L32
20.71
S83°30'02"E
L33
43.75
S1636'04"E
L34
34.41
S51°51'05"E
L35
43.25
S08°49'58"E
L36
62.92
S06°39'16"W
L37
66.29
S10°52'07"E
L38
150.28
S39°11'44"E
L39
25.32
S01°11'40"E
)00 � O L�/ W W W W W W W W W W W W
10G / W W W W W W Wyp
�
\ ,0
I J W ` 100 YF 100 YF W 100 yF
Pw
r�40 F ��� 3G--�'1�' � / -� FW - FW FW -- FW -� FW W FW � � F.I
. 1
FW - FW - F `O• _ 30' W W W W {y 00 %k\
\ �9 L25
� <2ao
6 \� '
� C,L27
L20 L21 Fly �� L32 W W W W W W W W W
W W W W W W W W
�2 L23L30 v W W W W W W W W W
/V FW CA
M V° �• ` F\ FW \\ W\ W / `�/ \ W W W W W W W W 100
T 'O£ �- ,Vs / , FV'J `n ..[• `ST V1 W W
00 •00,
Ln
- _3W W W \I
I*/)
� 1 1 1o0
L � � IWWWWWI
4" 414
OF f L4
1
/A/
SITE NOTES
1. 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 ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
4. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE
FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
5. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HOKE
COUNTY AND STATE REGULATIONS.
9. MAINTENANCE OF DRAINAGE EASEMENTS AND DRAINAGE
STRUCTURES OUTSIDE OF NCDOT R/W TO BE MAINTAINED
BY OTHERS (NOT NCDOT). MAIL KIOSK AND SIDEWALK
MAINTENANCE ALSO TO BE PERFORMED BY OTHERS (NOT
NCDOT).
\ o \A 'o
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
�X111111 I11//!"
`�'(N CAR94����i
=0 ..'keSS /0 •.�
SEA <•'
02
v3-4 -22
REVISIONS
PROJECT NAME
BROOKE
VALLEY
SUBDIVISION
OVERALL
SITE PLAN
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779-0019
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1781
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
MARCH 16, 2022
SHEET NUMBER
C-200
MYRA ROAD O
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Q o
o
tY
2
SITE0 Y
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01iF
cy�
ROH
NORTH
VICINITY MAP
NOT TO SCALE
I
SOLOT
0 /O
O
LID
v
z
0
z
D
0 co
w
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
39.22
25.00
S48°26'36"W
35.32
C2
39.27
25.00
N41 °36'49"W
35.36
C3
23.33
25.00
N30°07'18"E
22.49
C4
55.06
59.00
S30°07'18"W
53.08
C5
42.17
59.00
S17°05'20"E
41.28
C6
92.68
59.00
S82°33'51 "E
83.44
C7
50.51
59.00
N27°54'40"E
48.98
C8
55.06
59.00
N23°20'56"W
53.08
C9
23.33
25.00
S23°20'56"E
22.49
C10
39.27
25.00
S48°23'11 "W
35.36
C11
23.33
25.00
N59°52'42"W
22.49
C12
55.06
59.00
S59°52'42"E
53.08
C13
46.34
59.00
N70°53'11"E
45.16
C14
46.34
59.00
N25°53'11 "E
45.16
C15
46.34
59.00
N19°06'49"W
45.16
C16
101.40
59.00
S89°09'04"W
89.37
C17
23.33
25.00
N66°39'04"E
22.49
C18
19.63
25.00
N64°06'49"W
19.13
C19
19.63
25.00
N19°06'49"W
19.13
C20
23.33
25.00
S30°07'18"W
22.49
C21
101.40
59.00
N07°37'18"E
89.37
C22
46.34
59.00
N64°06'49"W
45.16
C23
46.34
59.00
S70°53'11 "W
45.16
C24
46.34
59.00
S25°53'11 "W
45.16
C25
55.06
59.00
S23°20'56"E
53.08
C26
23.33
25.00
N23°20'56"W
22.49
C27
39.27
25.00
N48°23'11 "E
35.36
C28
39.32
25.00
S41 °33'24"E
35.39
\ 15 \ 14, Plk r 13 1
LEGEND: 1
N/F JASON AV D BUNDY o N/F
ECM, ECM -EXISTING CONCRETE MONUMENT I N 439,740.144 JASON DAVID BUNDY \ \ ELVIN TATUM & WIFE,
IZSI N/F E 1,9ao,7os.9as DB 656, PG 452 DEBORAH TATUM
EIP DB 656, PG 452
Oo EIP-EXISTING IRON PIPE WILLIAM WEATHERSBEE &WIFE, NC GRID NAD 83 AP BOOK 5, PAGE 2, SLIDE 100
ERGO ERB TING REBAR 1 ALBERTA M. WEATHERSBEE (2011) MAP BOOK 5, PAGE 2, SLIDE 100
SRB I DB 167, PG 68 ECM t.. �\ 100 \ ,T DB 821, PG 22
MAP BOOK 5, PAGE 2, SLIDE 100
EPKO SRB-SET REBAR S85°38'52"E 498.12' TOTAL \ \ ECM �� S86°10'24"E 204.50' 1EIP S86'06'45"E 199.73'
224.47'
0 EPK-EXISTING PK NAIL w Q 13.11' \'�-134.74' 1i2„ - - - o
o COMPUTED POINT I 0 25' PERMANENT DRAINAGE EASEMENTS"OF w
N/F - NOW OR FORMERLY 1 0 ~ 30 _
R/W - RIGHT OF WAY o °° ��' �srS �' \ l �' 30, �` r\ 2 i
PROPERTY LINE
o �
v\ a°, o N F
- OPL - - -OLD PROPERTY LINE 1" o N 1 °o\ y \ 3p� \ ROBERT SHOLLY AND WIFE,
ADJACENT PROPERTY LINE EIP 1" \ a of \ DENISE SHOLLY
EIP W
RIGHT-OF-WAY w `�' \ 30' 1` \ DB 1379, PG 213
I \ °f MAP BOOK 4155, PAGE 5
-SETBACK LINE I 16 00 0 15 .�. ,°
UTILITY EASEMENT Q 9 °F °� I
26,353 SF = 23,252 SF / S goo yF a -
sD STORM DRAINAGE R��\ 0.61 AC ! 0 0.53 AC \ R6'• \ loo z/ \\--\o /
w WATER LINE 1 �S GR z �o ��i -
OVERHEAD UTILITY I \�S0 9!y \ ,rN� zQ�k. / \ SA>�6 X� £�.o 2 \��\� 100 vF \
X FENCE LINE o g / st9 N/F \ 10 �-
TREE LINE I w ��� p. F o i �o
z Op ° "OF ROBERT SHOLLY AND WIFE, `� I\ o
ow j > S66 DENISE SHOLLY J yo
o / G Op DB XXXX, PG XXX \� 0
- - - 500 YEAR FLOOD ZONE I 00 \ / 8'T ; � MA�BOOK 4171, PAGE 3
N \
1� 100 YEAR FLOOD ZONE I a 93 0T91 i - _ g \ \ `yE yo - - FLOODWAY
170 MAJOR CONTOUR O R 30
173 MINOR CONTOUR
\ \/ 23,451 SF 30' _� � .l.
1 / 0.54 AC \
I ifl D \ 30' VEGETATED a
3 C 20' UTILITY EASEMENT \ o
x 1eo.a1' SPOT ELEVATION N/F �i G2 �2 (\ BUFFER I i
I N 23,906 SF 4\ - OPL - - - OPL - - OPL - -
BENCHMARK WILLIAM WEATHERSBEE & WIFE,
MB MAILBOX I I ALBERTA M. WEATHERSBEE w 0.55 AC `i t t o F)l/2"
DB 167, PG 67 / \ o£ ERB os
c LIGHT POLE 1 I
PP UTILITY POLE I pp N N \ O of \ __ FW
❑T TELEPHONE PEDESTAL I to /IN1\ 13 O •or of
I I 0 1 / , \ FW FW� �y
0 WATER METER I II I \ S86°36'49"E 0� 1� 2 < ` AV
_ � �• 23,451 SF 8.
N WATER VALVE I 166.03' I R48 N I / gyp/ 0.54 AC /
AFIRE HYDRANT
ASPHALT 1" EIP� \ k
0 (PINCHED)
CONCRETE
I tS I 1 /2' FW -- F -
BUILDINGS I R3S, / j ERB W FW -- FW - FW
UNSUITABLE SOILS r °� I 18 �,
1 00 20,546 SF ih °o'T
1 0.47 AC \ 1 r'6, VN N05'02311 E / \ / / 12 \
1
I 1" EIP I NO3°23'11 "E I C16 26,419 SF
S86°10'04"E 319.03'
(PINCHED) (PINCHED) 1" EIP NO3°2311 "E 17.50' � \ 0.61 AC
22.52° I \
PARTIAL 10'X70' COMMON AREA - - - - - - - - - - - - S86°36'49"E 285.88'
SIGHT TRAINGLE 7,445 SF �A � � 'ERB J \ � � �•.� 100
I o i028 (0.17 AC) 294.02' S86°36'49"E 469.20' TOTAL 175.18' � �C1B NiGn� � F- I
o \ o o F-
O 'n
w ONSITE DRIVE �� S86°36'49"E �35, S86°36'49"E 200.00'
04 20' 25' 20' 50' R W PUBLIC HC RAMP 00 17.50' R48' cv
I / (PUBLIC) I 20' PERMANENT DRAINAGE EASEMENT � � o
®I (TYP) '
1 M
1
0 S86°36'49"E 469.40' TOTAL _ _ _ _ _ o n
��-- -- -- -- -- -- - - - - -- --
ifG1 COMMON AREA 294.40' T MAIL KIOSK AREA N 175.00' -��c ` �!p C17 �' o
I-* -PARTIAL 10'X70' 8,238 SF I - - - - - - - - - - - - - - - G / N
\ ^ 7--\ - o0
SIGHT TRAINGLE (0.19 AC)
Q N86°10'45"W 319.41' * N I r \ C/ / 20' UTILITY EASEMENT 11 r
1/2" ANY PORTION OF THE MAIL 1/2" 2 G1 0
IF\
Of EIP - KIOSK AND/OR SIDEWALK ERB I I I \ , / 26,419 SF
/ql ❑ I ,- LOCATED WITHIN THE R/W TO I 0.61 AC
�I 0 1 5 BE MAINTAINED BY OTHERS. I I S86°36'49"E`
0 **SEE FIG. 2 MAIL KIOSK DETAIL 00 . I 0 60
I LL c.> - � o cn 17.50'
N F ON SHEET C-6.6 ^ o o C
❑ 0D I / ***MAIL KIOSK AREA TO BE n 20,866 SF ao r
I � ISAIAH F. TAYLOR &SPOUSE, 1 �
a I KIANAH TAYLOR ADA COMPLIANT 0.48 AC I 1 D �S6
1 o I I DB 1321, PG 830 I \�0-
\� ao CO SLIDE 364, MAP 2 I I c G) • 00
I N86°36'49"W ao 7_
i
D o \
� I 200.00' I � m � 20,533 SF � o
i/ I r I 0.47 AC0 (0 N ca / p'\
I 1 /2„ 1 /2„
1 EIP ERB I 1 N 25,463ACF
0.58 `PN'
O�
--� O O O J J
I 1 O I O H H
TBM I �\4 �2 00 20,000 SF o 0 o
4D DISK #1 N/F 0.46 AC I =1-o _0L A\
N 439,167.716 I /
MATTHEW PATTERSON &WIFE,
E 1,980,299.512 t`i C'i I �`
SHAWNAA N. PATTERSON N N
ELEV 189.00 DB
1266,
P9
NC GRID NAD 83 SLDE364,MAP2 I� � S86°36'49"E
1 (2011) N86°36'49"W K
NAVD 88 7 110.00'
1 200.00'S
_ Q I I r7 r7 F M U)�
so 3 2
- 0 o I OS6 3F
1 o /2" ERB � I I �
(BENT) 1/ I \
EF
N
1 O I of o CI Os
0 0 0 �
w I
0 20,000 SF I 01 = �20,352 SF
N/F 0.46 AC =1 = I 0.47 AC
NATASHA LOWERY m
DB 1176, PG 993 N I U)
I SLIDE 364, MAP 2 0 I MI
z N86°36'49"W I 28 Z
SITE DATA
DEVELOPER
BEN STOUT CONSTRUCTION
MAILING ADRESS
409 CHICAGO DRIVE - SUITE 103
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28306
PIN NUMBER
494830101092
494830101001
494830101002
TOTAL SITE AREA
1,278,337 SF (29.35 AC)
AREA TO BE DEVELOPED
1,278,337 SF (29.35 AC)
CURRENT ZONING
RA-20
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
18
DISTURBED/DENUDED AREA
4.8 ACRES
OPEN SPACE REQUIRED
218,657 SF (5.02 AC)
OPEN SPACE PROVIDED
XXX SF (XXX AC)
SETBACKS REQUIRED:
RA-20
FRONT
30 FT
SIDE
10 FT
REAR
25 FT
I
11/2" ERB
(BENT)
2
N/F
I
MICHAEL RUIZ
DB 603, PG 510
1
I
SLIDE 364, MAP 2
I
I
S86°36'49"E
200.00' I 205.00'
Lq I F _
NI
1 /2"
ERB I _
0
Oo G t5>
0 20,667 SF / \ 20,192 SF
0.47 AC / / ��5 \ 0.46 AC
1/2"
ERB
N/F
1., JASON DAVID BUNDY
EIP DB 1257, PG 504
SLIDE 364, MAP 2
\
\ \ N 438,734.070
\ E 1,980,645.890
\ NC GRID NAD 83
\ (2011)
\ ECM
\
\
\
\ 1 /2„
\ ERB
N86°36'49"W
R 48'
166.00' I N86°36'49"W 171.00'
20,722 SF \ C6 SSS,
0.48 AC
/ \ 00• 769,643 SF
;n / 17.67 AC
N
ro ti
25,000
F 0.57AC
V
pp0
179.57'
N85°37'48"W 1976.40' TOTAL
N/F
EVERETT M. HESS & WIFE,
HELEN J. HESS
DB 220, PG 762
N
r
w
O N
o M
0 0
SITE NOTES
1.
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 ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
X
2.
ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3.
HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
X
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
4.
ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE
FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
5.
ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
6.
ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
7.
ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HOKE
COUNTY AND STATE REGULATIONS.
9.
MAINTENANCE OF DRAINAGE EASEMENTS AND DRAINAGE
STRUCTURES OUTSIDE OF NCDOT R/W TO BE MAINTAINED
BY OTHERS (NOT NCDOT). MAIL KIOSK AND SIDEWALK
MAINTENANCE ALSO TO BE PERFORMED BY OTHERS (NOT
x
NCDOT).
X, /\/\/
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
0site
solutions
civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
BROOKE
VALLEY
SUBDIVISION
SITE PLAN
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779-0019
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1781
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
MARCH 16, 2022
SHEET NUMBER
C-201