NCC223111_Site Plan or Location Map_20220902

VICINITY MAP
NOT TO SCALE
LEGEND:
® NCGS-NORTH CAROLINA GEODETIC MONUMENT
E"Z ECM -EXISTING CONCRETE MONUMENT
EIP Oa EIP-EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
- oPL - - - OLD PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
- - - - -SETBACK LINE
WETLANDS
X FENCE LINE
125 MAJOR CONTOUR
123 MINOR CONTOUR
x 208.47' SPOT ELEVATION
BENCHMARK
M MAILBOX
pp UTILITY POLE
❑T TELEPHONE PEDESTAL
N WATER VALVE
FIRE HYDRANT
0 WATER METER
ASPHALT
0 WETLANDS
UNSUITABLE SOILS
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
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 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.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
CUMBERLAND COUNTY AND STATE REGULATIONS.
7. ALL EXISTING FENCES, STRUCTURES, AND POWER UTILITIES
WITHIN PROPERTY LINES TO BE REMOVED OR RELOCATED.
8. ALL LOTS WILL BE SERVICED BY EASTOVER SANITARY
DISTRICT BY CONNECTION TO THE EXISTING WATER LINE
ALONG ROCK HILL ROAD. ALL LOTS TO BE SERVICED
INDIVIDUALLY THROUGH SUBSURFACE SEPTIC TANKS AND
DRAIN FIELDS.
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
40.32
25.00
S42°39'04"E
36.09
C2
23.56
50.00
S75°21'01 "E
23.34
C3
41.89
50.00
S37°51'01 "E
40.67
C4
74.18
50.00
S28°38'59"W
67.56
C5
79.00
50.00
N63°35'09"W
71.04
C6
30.77
25.00
N53°35'09"W
28.87
C7
39.27
25.00
S46°08'59"W
35.36
C8
34.26
255.00
SO4°59'54"W
34.23
C9
93.75
255.00
S19°22'47"W
93.23
C10
176.65
255.00
S49°45'28"W
173.14
C11
27.53
25.00
S38°03'04"W
26.16
C12
68.42
50.00
S45°42'05"W
63.21
C13
84.39
50.00
N46°44'39"W
74.72
C14
20.14
50.00
N13°08'43"E
20.00
C15
52.47
50.00
N54°44'45"E
50.10
C16
299.33
205.00
N42°58'47"E
273.44
C17
39.27
25.00
N43°51'01"W
35.36
C18
38.22
25.00
S47°20'56"W
34.61
C19
139.15
7459.44
S12°43'07"W
139.15
C20
200.01
7459.44
S14°01'16"W
200.00
1
1
/
I
I
I
/
/
\/\ THIS IS FOR
FILL SECTION
TRACT 1 OF /
II I 1 NCDOT DB 884, PG 62 USE 3:1 CUT SLOPES IN CUT SECTIONS f '
ECM \
1/2„ ERB NO3°32'52"E
- ERB EPK 9.53' ` y�
30.00' 1147.69' ✓�-S88°51'01"E 1252.42' TOTAL 0 CDO
1 1
150.00' _
150.00 �150.00' 150.00' 150.00' NC > >) �/ { / 1
1 7 - W WX W W W 202.38' r ✓ 1 NR/wT I JJ I% l% f
- . 1 22.34' ECM
f 1
121
NCDOT R/W II I N w
DEDICATION "A" N 1- �I � . � � ! � o f � (� o W
11,409 SF 00 o O J n o O 0 0 4f� m o
30,228 SF o / o0 0 o�
(0.26 AC) I I ( ) 0 0 30,000 SF / o 0 00 0 ° - co o O `° o O 0
0.69 AC c� J 0 30,000 SF o 0 0 l f
o (0.69 AC) % N 0 30,000 SF o 0 0 0 00 7 ``� N /
z z (0.69 AC) o a o a 30,000 SF 0 o 0 O 4c' / co /
J z (0.69 AC) 0 30,000 SF p
z (
z (0.69 AC) z (0.69 AC) 0 704ASF C) =rye �//(W/Ij
1 N o
SIGN r
h M M I� EASEMENT
33,377 SF
(0.77 AC)
__ __ __ _ _ -� 11 tlll�j l I 1
f �IR30-- -- -�__ 150.00_ -.. -..-.. 150.00'-..-..-..-..-..-.._..-..-..-..-..-..- --..-..-. 10' UTILITY EASEMENT- 3
13
_ _ _ _ _ _ 150.0_0' _ _ 150.00 150.00' in D
1 /2" Z+oo ' I 11+00 S88°51'01 "E 955.00' TOTAL - - _ f
MAIL KIOSK AREA m ^ I
z o - 12 - - �_ - N3+oo + �4 D WOLFPACK LANE 15+00 16+00 17+00
T - -20' 50'- i---20' 1- 18+00 _ $ 1s+00 C�� 166 36' E U~
i 50' PUBLIC R/W \� r `
R30 �- - - + _ _ _ _ _ _ _ _ S88°51'01 "E 584.19' TO_TA_L
_ _ oX
I
134-19' - - - - 150.00' - - - - 150.00' - - - r 150.00' - - 5200' S88°51'O�ET=S : =�1 R30' R30' S88°51'01 "E o R35'
0 0 rflr���r/ll� ill l� f it f
1 15' UTILITY EASE -..-..-..-..-..-..- -..-..-..-..- _ �29.29' 50
R- EASEMENT �' S69°33'37°E S88°51'01 "E - .. 1 >>� r ,�' ' • - - - ..C6
10'X70' SIGHT ' / 21.19' - • . - • • - _N71°51'35"E I G/ 2p / In
TRIANGLE 1 I 21.19' I p Xc°%
I (TYP) I J o
I \ o Io 01 ! /Q IIfIllllllt f 111 /�� I f
[ 1 J
1116 �Sl 20 \� 19�- `' L 0 0 16 I o �� / \ O
-� --�- ll %l II I 1 a 1 2 `� O J `n 00' a O 0 18 . a� of ` 0 `n 30 376 SF C� I / l I o / O ( 17 I 13 \ 31 / 33,380 SF I I ( f
32,292 SF o `° o o NCDOT
/
ERB I /� o o� 30,000 SF o 0 00 0 0.71 AC O I 0.77 AC
0.74 AC ' c.1 0 7 30,000 SF o. ` ( ) I a� o, I ( ) I 1 1
/ (0.69 AC) c� 0 30,000 SF `° `� (� R w i
1ERB ( ) Z (0.69 AC) �O �� - ( ) 1.00 p I �� i� ECM
0.69 AC m
/, X w w �, ; oo / I , N to I \' r�./ r>
N87°46'50"W J vwi vwi 1 1 l I I I 30 308 SF oCR
.✓ �/ �Illllllll tl CO \
N/F 30.00' .f / w �w v0i / I (0.70 AC) o 1 6 1
MABRIGITTAAWRIHARRSIFE, I �� - �� N88°51'01'yy 20' �� r, (�����1 1 J
DB 7233, PG 580 I 0 \ I z Iz F- 200.00 p ✓ rn �� Al
PB 118, PG 90 I' 7 p o o I � _ l//�/lil�A �
VARIES
6'
(SWALE) (SHOULDER)
Q
U -0
a
8%
N
5' CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
COMPACTED
SUBGRADE
2%
20'
2%
GEOTECHNICAL ENGINEER SHOULD BE
CONSULTED TO DETERMINE DEPTH OF ABC
NEEDED TO MEET NCDOT REQUIREMENTS
.5'
6'
(SHOULDER)
8%
N/F
WILLIAM LOVE CRUMPLER
I ¢ L o.o ,ri + U. 10' UTILITY/ r3 1 f l
1 O 150.00' o S88°51'01"E o N- S88°51'01"E I EASEMENT
O-S88°51'01 "E 314.92' / S 1 /
of f (5 0 / 150.00' I / I 208.17,
a�f, S81°D9'„..E - z o� �111/l/l/I/Illll �J l �1
,S / / /
2 w N I 21 1 > � 15 / / / 280.1 T TOTALS 72.00, % j y % 4 '
I Y o 0o O 00 I 30,569 SF
+ U MM o 31,586 SF 0 J 7 I S /\ (0.70 AC) /
a N (0.73 AC) ,✓ ! l 1 !
�0 z �_ of a�� �o��o-o �d , I bo l/llp�/
1/2 °p I / J �' �� CA o i 14 y / ' ' o� // J R=7459.44'
ERB Y c- �/ - p n O J fJ / ^"' O �p / ( L 339.16' ' f I
i p S88°51'01"E o ,,26,868 SF 2 30,295 SF N rn G^�i/ / < 41,434 SF l �� CHORD l (C
o l 316.79' Q o N (0.62 AC) (0.70 AC) I / / / \ (0.95 AC) ` N13°29'12"E
S87°46'50"E 15' UTILITY
30.0C' 1EIP M ` (a oo y - I EASEMENT -e
a 22� __ o W W W- ,. r �- i
NcDOT 31,767 SF ac o Z �� - - - oo ,� �S6o. l /1lllI I1�lJllllllJl I �f { I
R/W , (0.73 AC) �' Q y o W W �N7 °
ECM (.� 6 Jc
o �5
� D _ � .3'�.WWW� .� w163.7' / ' G- ,- .- •• ,� � 6, ,� I111f�Il��l�ll� � I l l �
_
01E
S88°51'2� N7
o i, a9 W W ,o, 12
I 101 Q 318.4T ) �� ORAI�AG�1942` U/ Xo R5 '� ./ O
c �htilN�yS�MENT R35' p` • 38,821 SF ll�` �l
II 0 �° tH�E 0.89 AC ` �) ///�f . //l/ � 1 / J
v .� r 12 c,4w \ MENT ( ) �
IN 1 f � � > r- W � /D � , 13 1 , ,` , , _ 3,4" 1
p I o -0.
- - - ERB
w W y W 30,247 SF y�-
i o INI / ri 0.69 AC C' % / `l 453.48'
J % /� f y 0 ( ) \ \ `�
z o c�i \ 39,822 SF / oo / r } _S05°05'48"E /
NCDOT R/W o I 1 ) U (0.91 AC) �� ( �` 12.93" .. - /
DEDICATION B" z I �, oy 7 n E SOS
6,133 SF I ^^ W 2 331.98' �� T
(0.14 AC) I a/ f W i S84°54'12"W 1108.06' TOTAL /
5 i
,
1 /2„ i y % _l
/ f W W ,,. W S J v N
ERB 1 322.60' J /�� W W W W W W
_ i !(/
- 1 /2" EPK ERB /
ERe S84°52'53"W I - =' - JAMES Mc EILL WILLIAMS
II 30.20' 1 TRACT 2 OF
0 DB 10249, PG 554 /
i I ADDITIONAL SITE NOTES /
I I 1.
INDIVIDUAL LOTS SHOWN ON THIS PLAT DO NOT HAVE
I I
PUBLIC SEWER SERVICES AVAILABLE, AND NO LOTS HAVE
I
BEEN APPROVED BY THE HEALTH DEPARTMENT FOR ONSITE
Y
I
SEWER SERVICES OR BEEN DEEMED ACCEPTABLE FOR
PRIVATE WATER WELLS AS OF THE DATE OF THIS
RECORDING
I I 2.
ALL OPEN SPACE/COMMON AREA WILL BE OWNED AND
I
MAINTAINED BY THE HOA.
II 3.
I
NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED
BY THIS SUBDIVISION
4.
THE STREETS SHOWN ON THIS PLAT THOUGH LABELED AS
"PUBLIC"- UNLESS OTHERWISE NOTED- HAVE NOT BEEN
ACCEPTED BY THE NC DEPARTMENT OF TRANSPORTATION
AS OF THE DATE OF THIS RECORDING. UNTIL SUCH TIME
THAT THE STREETS ARE ACCEPTED AND FORMALLY ADDED
TO THE STATE SYSTEM, MAINTENANCE AND LIABILITY OF
THE STREETS ARE THE RESPONSIBILITY OF THE DEVELOPER
AND ANY FUTURE LOT OWNER(S)
5.
ANY COMMON AREA SHALL NOT BE FURTHER SUBDIVIDED,
DEVELOPED OR CONVEYED BY THE OWNERS' ASSOCIATION,
EXCEPT WHERE APPROVED UNDER THE PROVISIONS OF THIS
ORDINANCE AND THE COUNTY ZONING ORDINANCE.
6.
DEVELOPMENT IS SUBJECT TO PROVISIONS OF ZERO LOT
LINE DEVELOPMENTS FOR BUILDING SETBACKS WHERE
I I
I
APPLICABLE.
I
I ,
I
SITE DATA
OWNER
STOUT LAND DEVELOPMENT, LLC
MAILING ADRESS
1786 METROMEDICAL DRIVE
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28304
PIN NUMBER
0467-07-3312 & 0467-07-7414
TOTAL SITE AREA
865,913 SF (19.88 AC)
AREA TO BE DEVELOPED
865,913 SF (19.88 AC)
CURRENT ZONING
R-30
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
23
PROPOSED DENSITY (EXCLUDES ROW)
1 LOT/33,882 SF
DISTURBED/DENUDED AREA
4.6 ACRES
OPEN SPACE REQUIRED
0.42 ACRES
OPEN SPACE PROVIDED
0.62 ACRES
OPEN SPACE PROVIDED
0.51 ACRES
SETBACKS REQUIRED:
R-30 R40 (ZERO LOT LINE)
FRONT
30 FT 30 FT
SIDE
15 FT 5 FT (INTERIOR)
REAR
35 FT 5 FT (INTERIOR)
/
i
60
GRAPHIC SCALE
0 30 60 120 240
( IN FEET )
1 inch = 60 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
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PROJECT NAME
ROCK HILL
MANOR
SUBDIVISION
(ZERO LOT LINE)
PRELIMINARY
PLAN
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1809
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
JULY 21, 2022
SHEET NUMBER
C-200