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COY L. BROADWELL & WIFE,
-� CAROLYN B. BROADWELL
\ DB 1394, PG 979
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NC GR;
MATCH LINE - SEE SHEET C-1.2
_ \ .S01_43'47"W
NORTH
\ \ , _ F I 200,00'
o� I � - -
\ U) 2s
VICINITY MAP \
°i 0,330 SF /
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3� 0.47 AC I � v I 14 I ,
NOT TO SCALE \ ® / 10 26,0.47 ASF
OD 00
00
S00'43'35"E 1011.05' TOTAL ,,' �sS• /
LEGEND:
N/F -NOW OR FORMERLY 200.00' _ 50.00' �,\ 105.00' 100.00' 100.00' 100.00' 105.00' / 50.00' - 105.00' ;-" 56.49' 39.56'
22 1 .`tel J ' '� \ N/ 315 f
R/W -RIGHT OF WAY 01 I � ,22�/ I I rn I T\ . ` �.Zp.
PROPERTY LINE 38 1 N 20,281 SF \ �I
- ADJACENT PROPERTY LINE 00 0l I .. w - 0.47 AC /
--RIGHT-OF-WAY o I 20,000 SF I ooh. \
0 0.46 AC I �Sa
- - - - -
-SETBACK LINE
w WATERLINE I NI �-.�.�',ii,.�'.��I liii;� 1 w J �I • 31 \e ci \ / / 20.55ACF
N a 3 3 3 3 o N N o 32 3
OVERHEAD UTILITY -�)) ® 33 o P4
-PERMANENT EASEMENT 200.00' 1 rnlr` 37 o 4 \ o `O (( =� -N m a m AC �Iro _ ml^ 20,859 SF N 0,479 SF \ / Gryj / v� \
36 35 0.48 AC �. 7 AC
® ® ®SUITABLE SOILS -- 500'43'35"E N� N 20,866 SF IN rn 20,Od0 SF/ 20,000 SF to 20,000 SF to 20.486 SF I �I _ = NIS I 20,3
TREE LINE fn 0.46 AC v� 0.46 AC v� 0.46 AC v� w
0.48 AC aD °� °� Q rn 9�
PROPOSED FIRE HYDRANT I I I I I = .=W.. I
20, 00 SF ..-._ - oolo I -. l LL4 I 1 I L �J - X26/ / ' /G^ �`. _ \ 12 \ \ \
0.46 AC I r L .. L�. J ,n rn Ij . / 31 289
972 AC1-0
F \ �I
oo 00 k if C23 �1� / - a
L 200.00' 80.00' 100.00' 100.00' 100.00' 80.00' oma/ NO '43'35"W C22 _�. _ / 00 < 122
3 1-4-- -- ------ _-__-__ __-�.---�- Ap,
SOO'43'35"E I',n NOO'43'35"W 460.00' TOTAL 56.29 \9 Op\ n
- - 1 FISHER ROAD / \ ? s 9• 2
2 F
m 50' R/W (PUBLIC & UTILITY ACCESS)
b 40 o I N WS N00'43'35"W 676.29' TOTAL W6 W6 WS W6 W W .� - C4
o 20,000 SF of ice----- ----------- C3
----- -- ------b__ �\ \ o
0.46 AO Gry 109.23 134.00' 134.00' 134.00' 105.07'
2 f �
?s 6, 26,500 SF, \
, �. 00
F-
200.00'
\ \ rn�
1 _I 10 5.
200.00' O - - O _.... ie o LO o O N N O 'm �- q� �i�, / 21.5 \ \
(- � � � � -1 \ • 1 A`Z
a - S00'43'35"E_. a 1 4 �" 5 .. W 6 W 7 W $ ,n N rn /
- O o o N N NAY F 0.49 AC /
p o� 20,892 SF �� 4
f- m 20,100 SF o 20,111 SF d
Q (- 20,000 SF o .20,100 SF o 20,100 SF o o r ,n. 0.48 AC '. c^ 59. \
T ul u7 0.46 AC L- 0.46 AC m �/ 1 L
oo o 0.46. AC Im 0.46 AC - 0.46 AC ro m / .101P \
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0 o 41 w W � 3 I N z z z \ / \ / 6 \ BENNIE C. POLLOCK &
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0.48 AC 1 m I -I I - - / NZ� 43 BEVERLY HARDEE POLL
N Q W \ J 221 8_ \ \ 12L'39 DB 1452, PG 44
PB 2000, PG 654
C26--� w 1 134.23' 91-77' 42.23' 134.00' --- - 134.00' 85.50' 48.50' 159.56'
z .00' _� - .
_ _ - 175 _ o N00'43'35"W 829.79' TOTAL
S00'43'35"E u7
9m
o INDIGO STREET �I
u0j 50' R/W (PUBLIC & UTILITY ACCESS) �Io 20,070 SF
n >
_1 w
500'43'35"E 0.46 AC ' I � 232
---175.00'
a OPEN SPACE
42 3 N00'43'35"W 200.00' TOTAL, \' 1 3.74 ACF
210.30' •t,
1 NI-N00'43'35"W _ 100.00 100.00'
24,066 SF '1-
0 0,55 AC
,ri 500'43'35"E V)
N. 40.00' rola i O C\1
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o THOMAS H. BAKER &WIFE, m
�,�.. 20.00' ui DB 3145, PG 376
olrn I 3 DB 1140, PG383W I,,.,. 20.563ACF 1 .25,004 S,1/ULI
// `O
160:00' 0.57 AC
Soo'43'35"E CB a1 193.39' iN o °' //,....^ ar" // �'.. �� rn, \ I
\ - N N00'43'35"W
N -89'16'2_5'E II -+. II
^ I- N1/1�'2
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3 000' I02.40.36�' i_I
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2'22
2 4-7
23,340 SF
W 6
C5
S0 20,005 SF0.54 AC 0'43'35"E 4740.00' 1 I 0.46 AC 023
232 N07.5603"W �6B.2- 15004'
,
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-
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NO3'15'31'W107149.6C-6d-
N06'05'5� N10'0237
175.09' -8 -__--- 05 5W .
�' _ 0 N11'2632W
40s7N00'55'51"W 424.77' TOTAL N06'05'55
NEISCREEK ROAD(SSR 513) 8.27 21860R/WPSTREETIC -
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( IN FEET )
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4Dsite
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civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayettevitim, NC 28306
office 1910-426-6777 fax 1910.426-6777 kerne number I C-2364
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PROJECT NAME
SOUTH CREEK
SUBDIVISION
SITE PLAN
CLIENT
RB INVESTMENTS
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: (910) 485-5790
Fax: (910) 678-9988
PROJECT INFORMATION
DESIGNED BY:
SEAN
?72
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER
u
6'
NC GR;
MATCH LINE - SEE SHEET C-1.2
_ \ .S01_43'47"W
NORTH
\ \ , _ F I 200,00'
o� I � - -
\ U) 2s
VICINITY MAP \
°i 0,330 SF /
I o 3p
2
3� 0.47 AC I � v I 14 I ,
NOT TO SCALE \ ® / 10 26,0.47 ASF
OD 00
00
S00'43'35"E 1011.05' TOTAL ,,' �sS• /
LEGEND:
N/F -NOW OR FORMERLY 200.00' _ 50.00' �,\ 105.00' 100.00' 100.00' 100.00' 105.00' / 50.00' - 105.00' ;-" 56.49' 39.56'
22 1 .`tel J ' '� \ N/ 315 f
R/W -RIGHT OF WAY 01 I � ,22�/ I I rn I T\ . ` �.Zp.
PROPERTY LINE 38 1 N 20,281 SF \ �I
- ADJACENT PROPERTY LINE 00 0l I .. w - 0.47 AC /
--RIGHT-OF-WAY o I 20,000 SF I ooh. \
0 0.46 AC I �Sa
- - - - -
-SETBACK LINE
w WATERLINE I NI �-.�.�',ii,.�'.��I liii;� 1 w J �I • 31 \e ci \ / / 20.55ACF
N a 3 3 3 3 o N N o 32 3
OVERHEAD UTILITY -�)) ® 33 o P4
-PERMANENT EASEMENT 200.00' 1 rnlr` 37 o 4 \ o `O (( =� -N m a m AC �Iro _ ml^ 20,859 SF N 0,479 SF \ / Gryj / v� \
36 35 0.48 AC �. 7 AC
® ® ®SUITABLE SOILS -- 500'43'35"E N� N 20,866 SF IN rn 20,Od0 SF/ 20,000 SF to 20,000 SF to 20.486 SF I �I _ = NIS I 20,3
TREE LINE fn 0.46 AC v� 0.46 AC v� 0.46 AC v� w
0.48 AC aD °� °� Q rn 9�
PROPOSED FIRE HYDRANT I I I I I = .=W.. I
20, 00 SF ..-._ - oolo I -. l LL4 I 1 I L �J - X26/ / ' /G^ �`. _ \ 12 \ \ \
0.46 AC I r L .. L�. J ,n rn Ij . / 31 289
972 AC1-0
F \ �I
oo 00 k if C23 �1� / - a
L 200.00' 80.00' 100.00' 100.00' 100.00' 80.00' oma/ NO '43'35"W C22 _�. _ / 00 < 122
3 1-4-- -- ------ _-__-__ __-�.---�- Ap,
SOO'43'35"E I',n NOO'43'35"W 460.00' TOTAL 56.29 \9 Op\ n
- - 1 FISHER ROAD / \ ? s 9• 2
2 F
m 50' R/W (PUBLIC & UTILITY ACCESS)
b 40 o I N WS N00'43'35"W 676.29' TOTAL W6 W6 WS W6 W W .� - C4
o 20,000 SF of ice----- ----------- C3
----- -- ------b__ �\ \ o
0.46 AO Gry 109.23 134.00' 134.00' 134.00' 105.07'
2 f �
?s 6, 26,500 SF, \
, �. 00
F-
200.00'
\ \ rn�
1 _I 10 5.
200.00' O - - O _.... ie o LO o O N N O 'm �- q� �i�, / 21.5 \ \
(- � � � � -1 \ • 1 A`Z
a - S00'43'35"E_. a 1 4 �" 5 .. W 6 W 7 W $ ,n N rn /
- O o o N N NAY F 0.49 AC /
p o� 20,892 SF �� 4
f- m 20,100 SF o 20,111 SF d
Q (- 20,000 SF o .20,100 SF o 20,100 SF o o r ,n. 0.48 AC '. c^ 59. \
T ul u7 0.46 AC L- 0.46 AC m �/ 1 L
oo o 0.46. AC Im 0.46 AC - 0.46 AC ro m / .101P \
Itoz z 2
0 o 41 w W � 3 I N z z z \ / \ / 6 \ BENNIE C. POLLOCK &
ei 20,866 SF 1 0
0.48 AC 1 m I -I I - - / NZ� 43 BEVERLY HARDEE POLL
N Q W \ J 221 8_ \ \ 12L'39 DB 1452, PG 44
PB 2000, PG 654
C26--� w 1 134.23' 91-77' 42.23' 134.00' --- - 134.00' 85.50' 48.50' 159.56'
z .00' _� - .
_ _ - 175 _ o N00'43'35"W 829.79' TOTAL
S00'43'35"E u7
9m
o INDIGO STREET �I
u0j 50' R/W (PUBLIC & UTILITY ACCESS) �Io 20,070 SF
n >
_1 w
500'43'35"E 0.46 AC ' I � 232
---175.00'
a OPEN SPACE
42 3 N00'43'35"W 200.00' TOTAL, \' 1 3.74 ACF
210.30' •t,
1 NI-N00'43'35"W _ 100.00 100.00'
24,066 SF '1-
0 0,55 AC
,ri 500'43'35"E V)
N. 40.00' rola i O C\1
p �O \
0 R I 2o,00t SF I o / o I O 45 \ _� ` -_ I V.
2 N89'16'25"E_ I o I m 0.46 AC N F o 44 I I // RICHARD V. MCALISTER
o THOMAS H. BAKER &WIFE, m
�,�.. 20.00' ui DB 3145, PG 376
olrn I 3 DB 1140, PG383W I,,.,. 20.563ACF 1 .25,004 S,1/ULI
// `O
160:00' 0.57 AC
Soo'43'35"E CB a1 193.39' iN o °' //,....^ ar" // �'.. �� rn, \ I
\ - N N00'43'35"W
N -89'16'2_5'E II -+. II
^ I- N1/1�'2
"67'3,•W2-"W
3 000' I02.40.36�' i_I
N121,
2'22
2 4-7
23,340 SF
W 6
C5
S0 20,005 SF0.54 AC 0'43'35"E 4740.00' 1 I 0.46 AC 023
232 N07.5603"W �6B.2- 15004'
,
/ -220-
-
5"-��109.' W
NO3'15'31'W107149.6C-6d-
N06'05'5� N10'0237
175.09' -8 -__--- 05 5W .
�' _ 0 N11'2632W
40s7N00'55'51"W 424.77' TOTAL N06'05'55
NEISCREEK ROAD(SSR 513) 8.27 21860R/WPSTREETIC -
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GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
1 inch = 60 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayettevitim, NC 28306
office 1910-426-6777 fax 1910.426-6777 kerne number I C-2364
w ADAWsOutim&wm
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REVISIONS
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PROJECT NAME
SOUTH CREEK
SUBDIVISION
SITE PLAN
CLIENT
RB INVESTMENTS
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: (910) 485-5790
Fax: (910) 678-9988
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER
1279
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
APRIL 26, 2017
SHEET NUMBER
C-1.1