SW6220504_Plansheet C-02a - Proposed Conditions_Site Plan_20220606

A
FAVE41EVUE RD
PERMANENT 20'
VICINITY MAP NTS W <�68 EAOSEMENRM
PROPOSED 6" DRAINAGE/
BUILDING SETBACK J WATER MAIN
REQUIREMENTS L316 315 �^
A) FRONT YARD SETBACK: 30 FT L314
B) SIDE YARD SETBACK: 10 FT M 7,200 2SF
C) REAR YARD SETBACK: 25 FT
D) SIDE YARD CORNER LOT: 15 FT
N LOT 11
ZONING AREA L7,20o SF
ZONING: R-8 ---t�1
STREAM DATA: co ;LOT 0
L365
PERMANENT SCM ACCESS AND
MAINTENANCE EASEMENT
STORMWATER
POND
OPEN SPACE
,N, 185,937.72 SF
PERMANENT 20''
STORM DRAINAGE
EASEMENT
L313
Ate_
L310
L307
L304
L301
L298
L295
L292
LL__ _ -�
nn
t�
o�
J O
L311
LL_
LO
^O
-0
N
r
U_
��
r`O
F O
N
_j r
L.-
M�
n0
F O
N
O r
L..
04
n0
�o
N
_j r
L..
��
n0
�o
N
O r
L296
L'_
O�
n0
�o
N
O r
L`
0)�
(00
�o
N
-1 r
L290
L308
L305
L302
1299
L293
BEAVER CREEK 18-31-19.5 7,200 SF
STREAM CLASS: C
RIVER BASIN: CAPE FEAR
SITE IS NOT IN A FEMA FLOOD PLAIN PER PANEL M LOT 9 � ` ���-L�1g-
MAP NO. 3710945600J - DATE: 10/17/2006 7,200 SF
NOTES. J '
THE MAXIMUM ALLOWABLE BUILTFL
-UPON AREA PER LOT IS 4000 SQUARE FEET.Lo
THIS ALLOTTED AMOUNT INCLUDES ANY BUILT -UPON AREA CONSTRUCTED � I J
WITHIN THE PROPERTY BOUNDARIES, AND THAT PORTION OF THE RIGHT OF _j 7,681 SF o
WAY BETWEEN THE FRONT LOT LINE AND THE EDGE OF PAVEMENT. BUILT 5 J
UPON AREA INCLUDES, BUT NOT LIMITED TO, STRUCTURES, ASPHALT,
CONCRETE GRAVEL BRICK STONE SLATE AND COQUINA BUT DOES NOT
L41-2r rt-L412- -t- L4-M
00v)
O�
O�
OO
jr
LOO
OO
O N
O N
o N
LOT 7 C I 1372 L376 L380 L383
INCLUDE RAISED OPEN WOOD DECKING OR THE WATER SURFACE OF SWIMMINGco
M Cso
289
IMPERVIOUS AREA:
TOTAL TRACT: 42.308 ACRES
TOTAL ROADWAY IMPERVIOUS = 164,649 SF
TOTAL CONCRETE SIDEWALK IMPERVIOUS = 65,249 SF
TOTAL POOL CLUBHOUSE IMPERVIOUS = 10,018 SF
TOTAL IMPERVIOUS ROADWAY AND SIDEWALKS = 203,833.09 SF
MAXIMUM IMPERVIOUS AREA PER LOT = 4000 SF/LOT
124 LOTS X 4000 SF/LOT = 496,000 SF
TOTAL PROJECT IMPERVIOUS AREA = 735,961 SF
TOTAL PROJECT IMPERVIOUS AREA = 39.94%
PERMANENT 20'
-STORM DRAINAGE
EASEMENT
s
PROPOSED 8"
PVC SANITARY
SEWER
30' VEGETATED BUFFER
PROPERTY
BOUNDARY
L357
L356
L252
co
J N LLn
355
J L248 L245 L242 L24 L354
L260 L257
POOLS. 7,318 SFII cn cn can 1 cn cn v) D cLn to vL`i c�i� '` o L�
TO REMAIN NATURAL, NO
�� C DISTURBANCE ALLOWED
]SF
LOT 6VAN BUREN LAN 7,20co
0
_.. ..........
- C#68 L�b6 4 L�#d2-
PROPOSED 6" LOT 67 5' UTILITY AND
N PERMANENT STORM
WATER MAIN LL V) Ln in 7,200 SF 00 DRAINAGE EASEMENT
L� L) M (0 V) EO (D to
N CIA
N tD p 0 CD
o o O ~ N p N � OPEN SPACE
0 0 ~ �! r J COG� LOT 66
~ ~ O m 7,200 SF � 49,232.54 SF
Jr Jr R-- D 6 z
WATER AAIN m
L386 L389 L392 L395 L398 D L276 L272 L269 L266 L263
L273
30' VEGETATED BUFFER
TO REMAIN NATURAL, NO
DISTURBANCE ALLOWED
Ln M N O O V) tD In N .� U) 0 `no 'no L00 'no �o �o ''o V) z 14-0 O a o 'I O Ito � \ o 0) C, 00� LOT 37 1,
r `n o ti o 0 o o 0 0 00 m 'n o 0 o 1 o o L0 `r � r) o M O 11,795 SF �
z I F J ~ N ,.Mj ~ N ~ N ~ N I ~ N F- F- � t1') F- � H � h H � 1- � H to cv F- (O F- '- O O
O O O O O O O O
LOT 6 o Jr' Jr Jr Jr Jn Jr Jr �� O o 0 0 o O o cD 0L0 o,n
J I J CD J0p J n J n J n J n J n J 00 O
7,532 SF u o L c J ao J r J r LOT 36
c3
�3 m <'--C3� 13,086 SF
Fes- L370 L374 13Z7 Lisa L3U L.387 L390 L393 39G—Cry �dL-127 L2Z0 L2Ci7 L264 L261 L258 25a�G5 0 'Z?� �d7 2C36
W LOT 5
235
7,753 SF 50' R/W PUBLIC ARLINGTON DRIVE PROPOSED 21
--- SDR21 WATER
MAIN
LI M L172 tT75 t-M LM LTS� -i- t-M7 C ItJO CY93 [_tm C2B1 t2d4 L209 L�18 L-7T4 T7�� W �22'i- nn 2 O v
�7,975
OT 4
PROPOSED 6" z PROPOSED 6" ---- 11,270 SF N
M
J
SF m i � r� WATER MAIN I-1 I �� pp WATER MAIN c3o `
r va �,! `V) I v) cn cn cn o 4 �I `v` I u� cn cn `cn` I cn cn c L� U- r
!QV) ,
O F �d O I Jr O O O O �r- J0N �� N rnM �� t0 In I cn00 O)N ON N—� �N
Q7 M o 0 to cp n ti 00 m m \
�0,1
O o ! O O O O ONOENO NO ~ JNO NO NO NO NO �Np N� 'C MO M0 `HMO M LOT 34F c0 �N ONI�N �N �N I-O F-O �N F- �N���N N N �N 0 HOH�nT3 Z o -�o-0 0 o cam, c�, o r o o o I o 0 0- I D p L`! p N � f- 0 10,878 SF
97 SF m
L166
L345 L346 0
ENGINEERS:
DOUBLE D ENGINEERING, PL LC
150 S. PAGE STREET
SOUTHERN PINES, NC 28387 m� 00 N
[phone] O N
SURVEYOR: EXISTING 8" PROPOSED 6" J ai 00
WATER MAIN WATER MAIN
JEFFREY L. GREEN, PLS L35
CQJ
LICENSE # 3972 - — _ 5� c�
5322 BIG OAK CHURCH ROAD EAGLE SPRINGS, NC 27242 CLUB POND ROAD 50'
[phone] - - - _ _ _ R/W
ry .
OWNERS:
CAMERON VILLAGE OF HOKE, LLC EXISTING 8" _j
2919 BREEZEWOOD AVE SANITARY SEWER L17
SUITE, 100
FAYETTEVILLE, NC 28303 L` LL
n ao - N
PROPERTY INFORMATION: 00
PROPERTY: 93.66 ACRES TOTAL, 42.279 ACRES (PHASE 1) rn \
O� Oo
PROPOSED 124 LOTS
PROPERTY ZONED R-8
SMALLEST LOT 7,200 SF L20 L15
OPEN SPACE REQUIRED 4.2279 AC (10%)
OPEN SPACE PROVIDED
486,956 SF, 11.17 AC (26.42%) 2
LOT 79
ROADS J 8,640
MELBOURNE DRIVE 2563 LF
EATON LANE 120 LF
BANBURY LANE 473 LF
ARLINGTON DRIVE 1473 LF
GENEVA LANE 375 LF
VAN BUREN LANE 610 LF
CLUB POND RD 158 LF
WATER MAINS = 5772 LF
ALL CUL-DE-SAC'S HAVE 50' RADIUS,
100' DIAMETER RIGHT OF WAYS
LEGEND
O EIR EXISTING IRON ROD
O EIP EXISTING IRON PIPE OR PIN
O EIS EXISTING IRON STAKE
o ECM EXISTING CONCRETE MONUMENT
0 COMPUTED POINT
ROAD CENTERLINE
BOUNDARY LINE
- - ROAD RIGHT-OF-WAY
PROPOSED WATER MAIN
PROPOSED SEWER MAIN
PROPOSED CONCRETE SIDEWALK
PROPOSED FIRE HYDRANT
PROPOSED SEWER MANHOLE
------- ..... EXISTING WETLANDS
SYM. I DESCRIPTION
LOT 80
,640
OPEN SPACE OT 81
47, 821.61 SF .640
L5
J ry
L167 L170 L173 L176 L179 L182 L185 I L188 L191 L196 L199 L202 L205 I L208
PERMANENT 20'
\ STORM DRAINAGE \
I EASEMENT
POSTAL KIOSK
I STORMWATER
OPEN SPACE TREATMENT
_.::..__:.:_:::::_-.__:: _.__--.:_:::............: 203,965.02 SF DISCHARGE
PERMANENT SCM ACCESS AND
PLAYGROUND MAINTENANCE EASEMENT
! y P00
AMENITIES PROPOSED PERMANENT 20'
CENTER STORM DRAINAGE STORM DRAINAGE i
�22 EASEMENT
o C20C18 L157 L154 L151 L148 L145
L140 L137 L134 L131 L128 L125
6T 124
693
U Cf) ! oc`n 0) (n00 V) nU) CD (n LncV) 'tV) nN NV)
O6I I ,n nn ,n
IN T 1N FC'J
N N93 F Ln
o - Lo o o� o� o'= off_ O�
z`14 -- C19 L143
�L7 •
L6 L21 L22 725
NORTHWOODS SUBDIVISION
ALL OPEN SPACE, POSTAL KIOSK, AMENITIES CENTER, POOL, OFF
STREET PARKING, ALL PERMANENT DRAINAGE EASEMENTS,
DEVELOPMENT SIGNS, OPEN SPACE IRRIGATION AND LIGHTING SHALL BE
THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION TO MAINTAIN
AND OWN.
AREA BY COORDINATE COMPUTATION.
z Jn N
L212 L215 m11 L219 L223 L226 L229 L231
i L218
PROPOSED 6" I
WATER MAIN
PERMANENT 20' FUTURE ROAD
-STORM DRAINAGE R/W
EASEMENT - -
,.. FUTURE DEVELOPMENT AREA
\-_PROPOSED 8"
PROPOSED 6" SANITARY SEWER
WATER MAIN
L117 O
LOT 111 D L112 L109
8 450 SF z
L106 1 L103 1 L100 1 L97
oN oU) ON to
LO o� oZ o�_ 5'
� h PROPOSED CONCRETE
_ FUTURE ROAD
N I r- 0- o o o T o o o f W/ NCDOT APPROVED
N LOT 110 r o r co f- 0o 00 r 00 f- i �- 0o
9,615 SF z J °° o - O - O - , O _ Off- I of HANDICAP RAMPS R/W
J 00 00
L43 L44 L48 L49 L52 L53 L56 L59 jL6L
2 L63
L29 L32 L33 L36 L37 L40
O
I \ I
DATE OUble
ng ineerin , PLLC
150 S. Page Street • Southern Pines, NC 28387 • [phone] • Cert. No. P-1275
�°.•oFESs,�
S lkh,
• Ao
T •UPC�J•`°�,��
►5-16-2Z
L66
L1L18 —4 �102— I_L99-
rae t84-
! LL !
LL I V) LL
c0N n� �-1 00� 0� ( o� o�
Opt rn� O)N (n .-r)
oN N N 'Co � N N
� o00 o� o�J o00 o00
L69 1 L72 I L75 I L78
NORTHWOODS SUBDIVISION
L81 L821 L85
�
m
FUTURE DEVELOPMENT AREA
t91T L91
U
PROPOSED 50' RADIUS
o
TEMPORARY GRAVEL
0 M J
00
TURN -AROUND
Jo 00
5' UTILITY
AND
PERMANENT
STORM
Las
DRAINAGE
EASEMENT
UTILITY IMPROVEMENTS
TO SERVE
CAMERON VILLAGE PHASE 1
HOKE COUNTY, NORTH CAROLINA
NCDOT NOTES:
ALL UTILITY STRUCTURES SHALL BE LOAD RATED FOR THE
APPROPRIATE DEAD LOAD PLUS HL-93 LIVE LOAD. SUCH
STRUCTURES SHALL BE DESIGNATED AND CERTIFIED BY A
LICENSED PE OR DESIGNATED AS MEETING NCDOT STANDARD
SPECIFICATIONS AND DRAWINGS.
ELECTRICAL POWER AND COMMUNICATIONS FACILITIES SHOULD
CONFORM TO THE CURRENTLY APPLICABLE NATIONAL
ELECTRICAL SAFETY CODE EXCEPT VERTICAL CLEARANCES
SHALL BE NO LESS THAN 18 FEET IN ANY CASE.
ALL NON-FERROUS PIPELINES SHALL BE INSTALLED WITH A
12 GAUGE LOCATING WIRE.
THE NCDOT IS ONLY RESPONSIBLE FOR MAINTENANCE OF
DRAINAGE SYSTEMS WITHIN THE RIGHT OF WAY AND NOT
RESPONSIBLE FOR MAINTENANCE/INSPECTION OF DRAINAGE
SYSTEMS OUTSIDE THE RIGHT OF WAY.
ALL DRIVEWAY CONNECTIONS SHALL BE FLUSH TO THE ROAD
AND CONTINUE THE SLOPE OF THE SHOULDERS FOR 4' TO 6'.
NCDOT NOTES:
DRIVEWAYS ON ALL LOTS SHALL ONLY ACCESS INTERNAL
SUBDIVISION ROADS.
ALL SIDEWALKS SHALL BE MINIMUM 6" THICK AT DRIVEWAY
CROSSINGS. SEE DETAIL 848.03.
THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE
FOR MAINTAINING ALL PERMANENT DRAINAGE EASEMENTS,
VEGETATED SWALES, POSTAL KIOSK AND OPEN SPACE.
ALL RCP PIPE SHALL BE CLASS IV
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
SITE PLAN OCT2021
DATE
FINAL DRAWINGS
NOT RELEASED FOR CONSTRUCTION C-2A
SHEET NO.

EAYETTEY LE PD
' VICINITY MAP NTSI
SYM.
to
co
rn
0 - -
Q
z
0
o°
c�
v
z
DESCRIPTION
L1
60.064
NO3' 55' 18.77"E
L2
25.553
SOX 55' 18.70"W
L3
362.478
NO3' 55' 18.71"E
L4 1
7.615
N86' 33' 05.41"E
L5
340.400
N89' 20' 38.61"W
L6
33.103
S89' 20' 38.61 "E
L7
4.861
S07' 30' 41.71 "W
L8
120.000
S07' 30' 41.71 "W
L9
120.000
S20' 36' 27.12"W
L10
120.000
S33' 42' 12.53"W
L11
120.000
S46' 47' 57.93"W
L12
120.000
S59' 53' 43.34"W
L13
50.110
N88' 31' 29.98"W
L14
130.000
S01' 28' 30.02"W
L15
51.886
N88' 31' 29.98"W
L16
51.574
S63' 19' 23.80"W
L17
3.155
N88' 31' 29.98"W
L18
29.999
N83' 26' 14.19'W
L19
134.490
S06' 33' 45.81"W
L20
74.227
N88' 31' 29.98"W
Line Table
Line #
Length
Direction
L61
65.000
N89' 36' 01.06"W
L62
19.831
S89' 20' 38.61"E
L63
45.169
S89' 20' 38.61 "E
L64
125.792
SOO' 23' 58.94"W
L65
65.000
N89' 36' 01.06"W
L66
65.001
S89' 20' 38.61 "E
L67
126.083
SOO' 23' 58.94"W
L68
65.000
N89' 36' 01.06"W
L69
61.051
S89' 20' 38.61 "E
L70
126.373
S00' 23' 58.94"W
L71
65.000
N89' 36' 01.06"W
L72
63.519
S89' 20' 38.61 "E
L73
126.664
SOO' 23' 58.94"W
L74
65.000
N89' 36' 01.06"W
L75
65.001
S89' 20' 38.61 "E
L76
126.955
SOO' 23' 58.94"W
L77
65.000
N89' 36' 01.06"W
L78
65.001
S89' 20' 38.61 "E
L79
127.245
S00' 23' 58.94"W
L80
65.000
N89' 36' 01.06"W
Line Table
Line #
Length
Direction
L121
65.000
SOO' 23' 58.94"W
L122
75.000
S00' 23' 58.94"W
L123
105.000
S89' 36' 01.06"E
L124
50.000
S00' 23' 58.94"W
L125
65.000
N89' 36' 01.06"W
L126
125.000
SOO' 23' 58.94"W
L127
65.000
S89' 36' 01.06"E
L128
65.000
N89' 36' 01.06"W
L129
125.000
SOO' 23' 58.94"W
L130
65.000
S89' 36' 01.06"E
L131
65.000
N89' 36' 01.06"W
L132
125.000
S00' 23' 58.94"W
L133
65.000
S89' 36' 01.06"E
L134
65.000
N89' 36' 01.06'W
L135
125.000
SOO' 23' 58.94"W
L136
65.000
S89' 36' 01.06"E
L137
65.000
N89' 36' 01.06"W
L138
125.000
S00' 23' 58.94"W
L139
65.000
S89' 36' 01.06"E
L140
65.000
N89' 36' 01.06"W
L21
51.997
S89' 20' 38.61"E
L22
24.712
N89' 20' 38.61"W
L23
122.281
S00' 23' 58.94"W
L24
29.678
S89' 36' 01.06"E
L25
60.388
N89' 20' 38.61'W
L26
4.612
N89' 20' 38,61"W
L27
122.572
S00' 23' 58.94"W
L28
65.000
S89' 36' 01.06"E
L29
65.001
N89' 20' 38.61"W
L30
122.863
SOO' 23' 58.94"W
L31
65.000
S89' 36' 01.06"E
L32
15.487
N89' 20' 38.61"W
L33
49.513
N89' 20' 38.61"W
L34
123.153
S00' 23' 58.94"W
L35
65.000
S89' 36' 01.06"E
L36
35.587
N89' 20' 38.61"W
L37
29.414
N89' 20' 38.61 "W
L38
123.444
SOO' 23' 58.94"W
L39
65.000
S89' 36' 01.06"E
L40
74.836
N89' 20' 38.61"W
Line Table
Line #
Length
Direction
L81
43.567
S89' 20' 38.61 "E
L82
21.433
S89' 36' 01.06"E
L83
127.440
SOO' 23' 58.94"W
L84
65.000
N89' 36' 01.06"W
L85
65.000
S89' 36' 01.06"E
L86
127.440
S00' 23' 58.94"W
L87
65.000
N89' 36' 01.06"W
L88
65.000
S89' 36' 01.06"E
L89
127.440
SOO' 23' 58.94"W
L90
65.000
N89' 36' 01.06"W
L91
35.000
S89' 36' 01.06"E
L92
50.000
S00' 23' 58.94"W
L93
120.000
S00' 23' 58.94"W
L94
65.000
N89' 36' 01.06"W
L95
120.000
SOO' 23' 58.94"W
L96
65.000
N89' 36' 01.06"W
L97
65.000
N89' 36' 01.06"W
L98
120.000
SOO' 23' 58.94"W
L99
65.000
N89' 36' 01.06"W
L100
65.000
N89' 36' 01.06"W
Line Table
Line #
Length
Direction
L141
125.000
S00' 23' 58.94"W
L142
65.000
S89' 36' 01.06"E
L143
20.000
S89' 36' 01.06"E
L144
125.000
SOO' 23' 58.94"W
L145
65.000
S89' 36' 01.06"E
L146
125.000
S00' 23' 58.94"W
L147
65.000
N89' 36' 01.06"W
L148
65.000
S89' 36' 01.06"E
L149
125.000
S00' 23' 58.94"W
L150
1 65.000
N89' 36' 01.06"W
L151
65.000
S89' 36' 01.06"E
L152
125.000
S00' 23' 58.94"W
L153
6 5. 000
N89' 36' 01.06"W
L154
65.000
S89' 36' 01.06"E
L155
125.000
S00' 23' 58.94"W
L156
65.000
N89' 36' 01.06"W
L157
53.592
S89' 36' 01.06"E
L158
125.000
N05' 32' 21.75"E
L159
53.592
N89' 36' 01.06"W
L160
125.000
N30' 17' 11.85"E
L41
98.779
S00' 23' 58.94"W
L42
50.000
S89' 36' 01.06"E
L43
50.167
S89' 04' 24.53"E
L44
75.000
S89' 31' 30.16"E
L45
124.338
S00' 23' 58.94"W
1-46
50.000
N89' 36' 01.06"W
L47
99.240
SOO' 23' 58.94"W
L48
24.834
S89' 20' 38.61 "E
L49
40.167
S89' 20' 38.61"E
L50
124.629
SOO' 23' 58.94"W
L51
65.000
N89' 36' 01.06"W
L52
44.833
S89' 20' 38.61 "E
L53
20.167
S89' 20' 38.61"E
L54
124.920
S00' 23' 58.94"W
L55
65.000
S89' 36' 01.06"E
L56
64.833
S89' 20' 38.61 "E
L57
125.211
S00' 23' 58.94"W
L58
65.000
N89' 36' 01.06"W
L59
65.001
S89' 20' 38.61 "E
L60
125.501
S00' 23' 58.94"W
Line Table
Line #
Length
Direction
L101
120.000
SOO' 23' 58.94"W
L102
65.000
N89' 36' 01.06"W
L103
65.000
N89' 36' 01.06'W
L104
120.000
SOO' 23' 58.94"W
L105
65.000
S89' 36' 01.06"E
L106
65.000
N89' 36' 01.06"W
L107
120.000
S00' 23' 58.94"W
L108
65.000
N89' 36' 01.06"W
L109
65.000
N89' 36' 01.06"W
L110
120.000
S00' 23' 58.94"W
1-111
65.000
N89' 36' 01.06"W
L112
75.000
N89' 36' 01.06"W
L113
95.000
SOO' 23' 58.94"W
L114
50.000
N89' 36' 01.06"W
L115
20.000
S00' 23' 58.94"W
L116
50.000
N89' 36' 01.06"W
L117
130.000
N89' 36' 01.06"W
L118
15.000
SOO' 23' 58.94"W
L119
50.000
SOO' 23' 58.94"W
L120
130.000
N89' 36' 01.06"W
Line Table
Line #
Length
Direction
L161
125.000
N55' 02' 01.96"E
L162
205.000
NOW 23' 58.94"E
L163
95.000
NOW 23' 58.94"E
L164
48.575
N89' 36' 01.06"W
L165
120.000
SOO' 23' 58.94"W
L166
73.575
S89' 36' 01.06"E
L167
60.002
S89' 36' 01.06"E
L168
120.000
SOO' 23' 58.94"W
L169
60.002
N89' 36' 01.06"W
L170
60.002
S89' 36' 01.06"E
L171
120.000
SOO' 23' 58.94"W
L172
60.002
N89' 36' 01.06"W
L173
60.002
S89' 36' 01.06"E
L174
120.000
SOO' 23' 58.94"W
L175
60.002
N89' 36' 01.06"W
L176
60.002
S89' 36' 01.06"E
L177
120.000
S00' 23' 58.94"W
L178
60.002
N89' 36' 01.06"W
L179
60.002
S89' 36' 01.06"E
L180
120.000
SOO' 23' 58.94"W
L181
60.002
N89' 36' 01.06"W
L182
60.002
S89' 36' 01.06"E
L183
120.000
S00' 23' 58.94"W
L184
60.002
N89' 36' 01.06"W
L185
60.002
S89' 36' 01.06"E
L186
120.000
SOO' 23' 58.94"W
L187
60.002
S89' 36' 01.06"E
L188
60.002
S89' 36' 01.06"E
L189
120.000
S00' 23' 58.94"W
L190
60.002
N89' 36' 01.06"W
L191
60.002
S89' 36' 01.06"E
L192
120.000
S00' 23' 58.94"W
L193
60.002
N89' 36' 01.06"W
L194
15.000
N89' 36' 01.06"W
L195
120.000
S00' 23' 58.94"W
L196
60.000
S89' 36' 01.06"E
L197
120.000
SOO' 23' 58.94"W
L198
60.000
N89' 36' 01.06"W
L199
60.000
S89' 36' 01.06"E
L200
120.000
SOO' 23' 58.94"W
Line Table
Line #
Length
Direction
1241
124.293
SOO' 23' 58.94"W
L242
60.000
S89' 36' 01.06"E
L243
125.000
S00' 23' 58.94"W
L244
54,098
N89' 36' 01.06"W
L245
60.000
S89' 36' 01.06"E
L246
125.000
SOO' 23' 58.94"W
L247
60.000
N89' 36' 01.06"W
L248
70.000
S89' 36' 01.06"E
L249
100.000
S00' 23' 58.94"W
L250
45.000
N89' 36' 01.06"W
L251
58.775
S00' 23' 58.94"W
L252
51.485
N75' 47' 07.56"W
L253
71.069
SOO' 24' 11.90"W
L254
100.000
SOO' 23' 58.94"W
L255
45.000
S89' 36' 01.06"E
L256
125.000
NOW 23' 58.94"E
L257
70.000
N89' 36' 01.06"W
L258
60.000
S89' 36' 01.06"E
L259
125.000
NOD' 23' 58.94"E
L260
60.000
N89' 36' 01.06"W
Line Table
Line #
Length
Direction
L301
60.000
S89' 36' 01.06"E
L302
60.000
N89' 36' 01.06"W
L303
120.000
NOD' 23' 58.94"E
L304
60.000
S89' 36' 01.06"E
L305
60.000
S89' 36' 01.06"E
L306
120.000
N00' 23' 58.94"E
L307
60.000
S89' 36' 01.06"E
L308
60.000
S89' 36' 01.06"E
L309
120.000
N00' 23' 58.94"E
L310
60.000
S89' 36' 01.06"E
L311
57.040
S89' 36' 01.06"E
L312
93.641
S03' 55' 18.70"W
L313
76.240
S89' 36' 01.06"E
L314
16.702
S03' 55' 18.70"W
L315
50.000
N86' 04' 41.30"W
L316
120.000
S86' 04' 41.30"E
L317
60.000
NO3' 55' 18.70"E
L318
120.000
S86' 04' 41.30"E
L319
60.000
SOX 55' 18.70"W
L320
60.000
NO3' 55' 18.70"E
DATE Ouble
n ineerin , PLLC
g g
150 S. Page Street . Southern Pines, NC 28387 • [phone] • Cert. No. P-1275
L201
60.000
N89' 36' 01.06"W
L202
60.000
S89' 36' 01.06"E
L203
120.000
S00' 23' 58.94"W
L204
60.000
N89' 36' 01.06'W
L205
60.000
S89' 36' 01.06"E
L206
147.000
N00' 23' 58.94"E
L207
60.000
N89' 36' 01.06"W
L208
60.000
S89' 36' 01.06"E
L209
120.000
S00' 23' 58.94"W
L210
60.000
N89' 36' 01.06"W
L211
270.000
SOO' 23' 58.94"W
L212
60.000
N89' 36' 01.06"W
L213
120.000
S00' 23' 58.94"W
L214
60.000
N89' 36' 01.06"W
L215
70.000
N89' 36' 01.06"W
L216
95.000
SOO' 23' 58.94"W
L217
45.000
N89' 36' 01.06"W
L218
50.000
N89' 36' 01.06"W
L219
70.000
S89' 36' 01.06"E
L220
120.000
S00' 23' 58.94"W
Line Table
Line #
Length
Direction
L261
60.000
S89' 36' 01.06"E
L262
125.000
N00' 23' 58.94"E
L263
60.000
N89' 36' 01.06"W
L264
60.000
S89' 36' 01.06"E
L265
125.000
NOW 23' 58.94"E
L266
60.000
N89' 36' 01.06"W
L267
60.000
S89' 36' 01.06"E
L268
125.000
N00' 23' 58.94"E
L269
60.000
N89' 36' 01.06"W
L270
60.000
S89' 36' 01.06"E
L271
125.000
N00' 23' 58.94"E
L272
50.000
N89' 36' 01.06"W
L273
10.000
N89' 36' 01.06"W
L274
45.000
S89' 36' 01.06"E
L275
100.000
SOO' 23' 58.94"W
L276
70.000
N89' 36' 01.06"W
L277
60.000
S00' 23' 58.94"W
L278
120.000
S89' 36' 01.06"E
L279
60.000
SOO' 23' 58.94"W
L280
60.000
S00' 23' 58.94"W
Line Table
Line #
Length
Direction
L321
120.000
S86' 04' 41.30"E
L322
60.000
SOX 55' 18.70"W
L323
60.000
NO3' 55' 18.70"E
L324
120.000
S86' 04' 41.30"E
L325
60.000
SOX 55' 18.70'W
L326
60.000
SOX 55' 18.71 "W
L327
120.000
S86' 04' 41.30"E
L328
60.000
S03' 55' 18.70"W
L329
67.696
NO3' 55' 18.70"E
L330
120.263
S89' 36' 01.06"E
L331
56.012
SOX 55' 18.70"W
L332
60.114
NO3' 55' 18.70"E
L333
123.693
S89' 36' 01.06"E
L334
48.316
S00' 23' 58.94"W
L335
60.114
SOX 55' 18.78"W
L336
127.386
S89' 36' 01.06"E
L337
60.000
SOO' 23' 58.94"W
L338
60.114
S03' 55' 18.70"W
L339
131.079
S89' 36' 01.06"E
L340
60.000
S00' 23' 58.94"W
U.
L221
45.000
S89' 36' 01.06"E
L222
95.000
S00' 23' 58.94"W
L223
60.000
S89' 36' 01.06"E
L224
120.000
SOO' 23' 58.94"W
L225
60.000
S89' 36' 01.06"E
L226
60.000
S89' 36' 01.06"E
L227
119.293
SOO' 23' 58.94"W
L228
54.098
S89' 36' 01.06"E
L229
79.598
S89' 36' 01.06"E
L230
97.990
S11' 08' 14.11'E
L231
114.176
S89' 36' 01.06"E
L232
41.138
S13' 39' 04.83"W
L233
135.661
S55' 11' 09.17"E
L234
140.718
S14' 13' 39.99"W
L235
139.470
N80' 45' 55.78"E
L236
65.055
S14' 13' 39.99"W
L237
113.803
S73' 25' 01.27"E
L238
107.117
N36' 43' 00.73"E
L239
83.969
N73' 25' 01.27'W
L240
62.411
S89' 36' 01.06"E
Line Table
Line #
Length
Direction
L281
120.000
S89' 36' 01.06"E
L282
60.000
S00' 23' 58.94"W
L283
51.333
S00' 23' 58.94"W
L284
119.863
S89' 36' 01.06"E
L285
60.000
S00' 23' 58.94"W
L286
113.939
S15' 56' 05.47"W
L287
51.675
S59' 26' 12.84"E
L288
126.989
S15' 56' 05.58"W
L289
30.294
N89' 36' 01.06"W
L290
60.000
S89' 36' 01.06"E
L291
120.000
NOW 23' 58.94"E
L292
60.000
S89' 36' 01.06"E
L293
60.000
N89' 36' 01.06"W
L294
120.000
NOW 23' 58.94"E
L295
60.000
N89' 36' 01.06"W
L296
60.000
S89' 36' 01.06"E
L297
120.000
N00' 23' 58.94"E
L298
60.000
S89' 36' 01.06"E
L299
60.000
S89' 36' 01.06"E
L300
120.000
N00' 23' 58.94"E
Line Table
Line #
Length
Direction
L341
60.114
S03' 55' 18.70"W
L342
134.772
S89' 36' 01.06"E
L343
60.000
SOD' 23' 58.94"W
L344
60.114
NO3' 55' 18.70"E
L345
63.465
N89' 36' 01.06"W
L346
75.000
S89' 36' 01.06"E
L347
60.000
S00' 23' 58.94"W
L348
133.783
S03' 55' 18.67"W
L349
46.072
N83' 26' 14.19"W
L350
1.959
N88' 31' 29.98"W
L351
140.026
NOW 23' 58.94"E
L352
49.540
N88' 31' 29.98"W
L353
115.960
SOD' 23' 58.94"W
L354
43.623
S73' 25' 01.27"E
L355
216.787
N75' 47' 07.56"W
L356
51.404
N75' 47' 07.56"W
L357
307.277
N75' 47' 07.56"W
L358
90.181
S28' 17' 51.26"E
L359
133.490
S19' 54' 38.53"E
L360
11.692
S59' 26' 12.84"E
L361
51.719
S59' 26' 22.42'E
L362
46.959
S59' 26' 02.25"E
L363
215.477
S44' 43' 12.32"E
L364
84.191
S36' 24' 52.26"E
L365
89.500
S83' 32' 19.66"E
L366
224.434
N69' 18' 27.34"E
L367
269.680
N45' 05' 52.82"E
L368
35.472
S59' 33' 57.75"E
L369
71.536
NO3' 55' 18.85"E
L370
53.592
N89' 36' 01.06"W
L371
120.000
NOW 23' 58.94"E
L372
78.586
N89' 36' 01.06"W
L373
93.316
N00' 23' 58.94"E
L374
60.000
N89' 36' 01.06"W
7375
120.000
N00' 23' 58.97"E
L376
60.000
N89' 36' 01.06'W
L377
60.000
N89' 36' 01.06"W
L378
120.000
NOW 23' 58.94"E
L379
120.000
N00" 23' 58.94"E
L380
60.000
N89' 36' 01.06"W
Curve Table
Curve #
Length
Radius
I Delta
C1
58.285
255.000
013.0959
C2
85.713
375.000
013.0959
C3
58.285
255.000
013.0959
C4
85.713
375.000
013.0959
C5
58.285
255.000
013.0959
C6
85.713
375.000
013.0959
C7
58.285
255.000
013.0959
C8
85.713
375.000
013.0959
C9
30.265
255.000
006.8002
C10
86.378
255.000
019.4083
C11
36.926
25.000
084.6288
C12
29.303
330.000
005.0877
C13
31.652
255.000
007.1118
C14
39.270
25.000
090.0000
C15
39.270
25.000
090.0000
C16
39.270
25.000
090,0000
C17
39.270
25.000
090.0000
C18
7.176
80.000
005.1396
C19
18.389
205.000
005.1396
C20
34.554
80.000
024.7473
UTILITY IMPROVEMENTS
TO SERVE
CAMERON VILLAGE
L381
60.000
N89' 36' 01.06"W
L382
120.000
N00' 23' 58.94"E
L383
60.000
N89' 36' 01.06"W
L384
60.000
N89' 36' 01.06"W
L385
120.000
N00' 23' 58.94"E
L386
60.000
N89' 36' 01.06"W
L387
60.000
N89' 36' 01.06"W
L388 j
120.000
N00' 23' 58.94"E
L389
60.000
N89' 36' 01.06"W
L390
60.000
N89' 36' 01.06"W
L391
120.000
N00' 23' 58.94"E
L392
60.000
S89' 36' 01.06"E
L393
60.000
N89' 36' 01.05"W
L394
120.000
NOW 23' 58.94"E
L395
60.000
N89' 36' 01.06"W
L396
45.000
S89' 36' 01.06"E
L397
95.000
S00' 23' 58.94"W
L398
70.000
N89' 36' 01.06"W
L399
95.000
S00' 23' 58.94"W
L400
45.000
S89' 36' 01.06"E
HOKE COUNTY, NORTH CAROLINA
Curve Table
Curve #
Length
Radius
Delta
C21
88.544
205.000
024.7473
C22
34.554
80.000
024.7473
C23
88.544
205.000
024.7473
C24
126.536
205.000
035.3658
C25
39.270
25.000
090.0000
C26
39.270
25.000
090.0000
C27
39.270
25.000
090.0000
C28
5.958
25.000
013.6546
C29
52.121
50.000
059.7266
C30
15.069
25.000
034.5351
C31
38.440
50.000
044.0486
C32
38.440
50.000
044.0486
C33
38.440
50.000
044.0486
C34
15.069
25.000
034.5351
C35
73.746
50.000
084.5068
C36
5.958
25.000
013.6546
C37
39.270
25,000
090.0000
C38
39.270
25.000
090.0000
C39
j 39.270
25.000
090.0000
C40
8.669
275.000
001.8061
L401
120.000
N00' 23' 58.94"E
L402
60.000
S89' 36' 01.06"E
L403
120.000
NOW 23' 58.94"E
1-404
60.000
S89' 36' 01.06"E
L405
120.000
N00' 23' 58.94"E
L406
60.000
S89' 36' 01.06"E
L407
120.000
NOW 23' 58.94"E
1-408
60.000
S89' 36' 01.06"E
L409
120.000
N00' 23' 58.94"E
L410
60.000
S89' 36' 01.06"E
L411
120.000
NOD' 23' 58.94"E
L412
60.000
S89' 36' 01.06"E
L413
120.000
N00' 23' 58.94"E
L414
60.000
S89' 36' 01.06"E
L415
120.000
NOW 23' 58.94"E
L416
47.991
S89' 36' 01.06"E
L417
85.480
S03' 55' 18.70"W
Curve Table
Curve #
Length
Radius
I Delta
C41
65.895
275.000
013.7291
C42
70.778
325.000
012.4779
C43
37.936
25.000
086.9427
C44
40.807
25.000
093.5222
C45
4.296
260.000
000.9466
C46
11.687
260.000
002.5755
C47
23.975
270.000
005.0877
C48
39.739
25.000
091.0753
C49
39.270
25.000
090.0000
C50
1.684
210.000
000.4594
C51
39.270
25.000
090.0000
C52
39.270
25.000
090.0000
C53
37.733
25.000
086.4778
C54
11.226
210.000
003.0628
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
SITE PLAN LOT CALLS
FINAL DRAWINGS
NOT RELEASED FOR CONSTRUCTION
400
nr'T 7n71
C-2B