The Colony 3B,3C,3D pg23
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CURVE TABLE
WILLOW WALK WAY
= 162 LF
CURVE
LENGTH
RADIUS CHORD
DIRECTION
CHORD
C44
8.29
25.00
S87'01'41"E
8.25
C45
78.37
45.00
N46'37'56"W
68.84
C46
63.16
45.00
N43'28'05"E
58.10
C47
78.37
45.00
S46'25'54"E
68.84
C48
8.29
25.00
N06'02'10"W
8.25
C55
35.96
25.00
N22'01'44"W
32.94
C56
40.78
207.50
N68'52'04"W
40.71
C57
2.43
207.50
S74'50'00"E
2.43
C58
23.53
50.00
S61 *41'07"E
23.32
C59
57.66
50.00
S1 5'09'55"E
54.52
C60
69.31
50.00
S57'35'06"W
63.90
C61
70.91
50.00
N42'04'18"W
65.12
C62
29.25
25.00
S34'57'19" E
27.61
C115
39.27
25.00
S02'11'44"W
35.36
C64
23.05
252.50
N65'51'11"W
23.04
C65
35.96
25.00
N75'33'12"E
32.94
C66
100.69
335.00
542'57'18"W
100.31
C67
80.59
335.00
558'27'27"W
80.39
C68
37.35
25.00
N22'32'40"E
33.98
C69
12.65
400.00
S19'21'17"E
12.65
C70
73.67
400.00
S13'10'22"E
73.56
C71
71.98
400.00
S02'30"E
44'
71.88
C72
68.07
535.00
S06'03'30"W
68.02
C73
75.15
535.00
S1 343'38"W
75.09
C74
75.151
535.00
S21'46'31"W
75.09
C75
75.15
535.00
S2949'25"W
75.09
C76
75.15
535.00
S37'5211 8"W
75.09
C77
75.15
535.00
S45'55'11"W
75.09
C78
75.15
535.00
S53'58'05'W
75.09
C79
32.67
535.00
S59'44'29"W
32.67
C80
87.87
215.00
N49'46'58"E
87.26
C81
11.90
175.00
N36'07'36"E
11.90
C82
20.78
175.00
N30'46'38"E
20.77
C83
39.80
325.00
S30'53'03"W
39.78
C84
23.53
325.00
S3627'59"W
23.52
C85
13.12
25.00
N2330'07E
12.97
C86
17.65
25.00
N11'45'44"W
17.29
C87
72.85
50.00
S09'45'01"W
66.57
C88
49.00
50.00
S79'33'42"W
47.06
C89
96.78
50.00
N1654'47"W
82.37
C90
15.86
275.00
S36'53'16"W
15.86
C91
37.73
275.00
S31*18'20"W
37.70
C92
9.33
225.00
N283347"E
9.33
C93
32.69
225.00
N33'54'45"E
32.66
C94
28,821
265.00
N4111'27"E
28.81
C95
79.48
265.00
N52'53'56"E
79.18
C96
39.27
25.00
S1629'27"W
35.36
C97
48.65
195.00
535'39'24"E
48.53
C98
39.27
25.00
S87'48'16"E
35.36
C99
55.63
272.50
S53'02'40"W
55.54
C10D
12.35
272.50
S6011'31"W
12.35
3
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±`11 Yid :1111 �7:1� V 1
WHITE DOE XING
CURVE TABLE
WILLOW WALK WAY
= 162 LF
C101
58.80
577.50
N58'34'26"E
58.78
C102
86.97
577.50
N51'20'33"E
86.89
C103
86.97
577.50
N42'42'49"E
86.89
C104
86.97
577.50
N34'05'05"E
86.89
0705
67.90
577.50
N26'24'07"E
67.86
C106
22.12
25.00
N0219'05"W
21.41
C107
26.74
50.00
S12'20'52"E
26.42
C108
56.94
50.00
S37'08'39"W
56.17
C109
54.69
50.00
N77'21'01"W
52.00
C110
53.81
50.00
N1511'04"W
51.25
C111
50.69
50.00
N44'41'30"E
48.55
C112
22.12
25.00
S48'23'07"W
21.41
C113
4.69
227.50
560'54'01 "W
4.69
C114
52.07
227.50
S53'45'10"W
51.96
C115
39.27
25.00
S02'11'44"W
35.36
C116
26.09
225.00
S46'07'35"E
26.08
C117
31.38
225.00
S5326'39"E
31.36
C118
30.68
25.00
N87'24'06"E
28.79
0119
18.66
222.50
S54'38'47"W
18.66
0120
14.57
777.50
N56'30'58"E
14.47
C121
83.53
777.50
N52'54'20"E
83.49
C122
59.26
777.50
N47038'39"E
59.25
C123
22.12
25.00
N20'06'32"E
21.41
C124
50.49
50.00
523'41'17"W
43.38
C125
52.36
50.00
S82'37'10"W
50.00
C126
52.36
50.00
N3722'50"W
50.00
C127
56.15
50.00
N24'47'26"E
53.25
C128
34.21
50.00
N76'33'47"E
33.55
C129
22.12
25.00
570'48'44"W
21.41
C130
77.47
822.50
N48'09'32"E
77.44
C131
69.46
822.50
N5316'35"E
69.44
C132
19.43
822.50
N56'22'21"E
19.43
C1 331
48.07
25.00
S01 *57'53"W
41.00
C134
87.63
725.0
N49'39'26"W
87.58
C135
92.49
725.00
N42'32'24"W
92.43
C136
39.27
25.00
S83'53'07"E
35.36
C137
43.76
422.50
S54'04'55"W
43.74
C138
67.08
377.50
N51'57'30"E
67.00
C139
6.0
377.50
N46'24'25"E
6.0
C140
9.38
50.00
S51'1 9'1
9.37
C141
49.56
50.00
S85'05'33"W
47.56
C142
70.48
50.00
N26'07'40"W
64.79
C143
92.70
50.00
N67'22'02"E
79.98
C144
22.74
25.00
S85'34'23"E
21.96
C145
9.79
25.00
S57'09'36"W
9.72
C146
9.77
422.50
N46'36'31"E
9.77
C147
72.10
422.50
N52'09'37"E
72.02
C148
35.20
377.50
S54'22'40"W
35.19
C149
3.90
377.50
S51'24'38"W
3.90
C150
39.27
25.00
S06'06'53"W
35.36
C151
23.55
275.00
N36'25'54"W
23.55
C152
39.27
25.00
S78'58'40"E
35.36
C153
35.59
50.00
S76'24'47"W
34.84
C154
61.84
50.00
N4745'53"W
57.97
C155
46.65
50.00
N14'2S42"E
44.98
C156
78.05
50.00
N85'50'22"E
7036
C157
32.52
25.00
N86'42'39"W
30.28
C1581
39.27
25.00
S11*01'20"W
35.36
C159
177.76
125.00
S74'42'59"E
163.15
C160
27.63
35.00
N41 '55'50"E
26.92
C161
11.64
50.00
S2559'17"W
11.62
C162
61.06
50.00
S67'38'47"W
57.34
C163
49.01
50.00
N49'17'07"W
47.07
C164
53.65
50.00
N09'32'12"E
51.11
C165
60.42
50.00
N74'53'43"E
56.81
C166
11.74
35.00
N80'05'32"W
11.68
C167
15.73
35.00
S77'25'24"W
15.60
C168
8.35
175.00
N6554'45"E
8.35
C169
67.08
175.00
N78'15'37"E
66.67
C170
67.08
175.00
S7946'42"E
66.67
C171
67.08
175.00S57'49'02"E
66.67
C172
39.28
175.00
S40'24'26"E
39.19
C173
19.27
225.00
N36'25'54"W
19.27
C174
40.68
675.00
N4036'43"W
40.68
C175
84.43
675.00
N45'55'19"W
84.37
C176
61.43
675.00
N52'06'45"W
61.41
C177
35.64
25.00
S8V26'30"W
32.70
C178
40.42
525.00
N45'48'30"E
40.41
C179
199.07
525.00
N58'52'36"E
197.88
C180
44.19
285.00
565'17'50"W
44.15
C181
100.85
285.00
$50'43'05"W
100.32
C182
100.85
285.00
S30'26'40"W
100.32
C183
20.67
285.00
S18'13'49"W
20.66
C184
39.27
25.00
565'15'38"E
35.36
C185
78.03
350.00
S13'52'25"E
77.87
C186
60.48
350.00
S0232'1 20E
60.40
C187
39.27
25.00
S47'24'48"W
35.36
C188
22.12
25.00
N62'14'06"W
21.41
C189
40.44
50.00
S60'03'05"E
39.34
0190
55.58
50.00
N6456'1 YE
52.76
C191
56.44
50.00
N00'45'25"E
53.49
C192
56.01
50.00
N63'40'11"W
53.12
C193
37.11
50.00
S62'58'31"W
36.27
C194
22.12
25.00
N67'03'42"E
21.41
C195
39.27
25.00
S42'35'1 2"E
35.36
C196
11.15
485.00
S03'04'19"W
11.15
C197
90.67
485.00
S09'05'10"W
90.53
C198
90.67
485.00
S19'47'49"W
90.53
C199
90.67
485.00
S30'30'27"W
90.53
C200
92.81
485.00
S41'20'43"W
92.67
±`11 Yid :1111 �7:1� V 1
WHITE DOE XING
CURVE TABLE
WILLOW WALK WAY
= 162 LF
C201
71.30
485.00
S51'02'21"W
71.23
C202
41.99
25.00
N76'37'45"W
37.23
C203
33.18
245.00
S3223'1 8"E
33.15
C204
27.95
245.00
S39'32'1 0"E
27.94
C205
55.45
275.00
548'34'51"E
55.35
C206
14.80
275.00
555'53'55"E
14.80
C207
44.091
25.00
N06'55'07"W
38.59
C208
61.25
475.00
N47'17'48"E
61.20
C209
103.84
475.00
N57'15'12"E
103.64
C210
51.59
475.00
N66'37'40"E
51.57
C211
34.45
622.50
N24'37'08"E
34.44
C212
77.98
622.50
N29'47'35"E
77.93
C213
77.98
622.50
N36'58'14"E
77.93
C214 1
77.981
622.50
N44'08'54"E
77.93
C2151
77.981
622.50
N51'19'33"E
77.93
C216 1
71.451
622.50
N5812'10"E
71.41
±`11 Yid :1111 �7:1� V 1
WHITE DOE XING
= 2110 LF
WILLOW WALK WAY
= 162 LF
STEEPLE RIDGE
=1897 LF
ADELINA GROVE IN.
= 238 LF
CORNELIA XING
=1998 LF
DARMOUTH DR.
= 7782 LF
PILGRIMAGE PL.
= 648 LF
CSI/I04112A I, 11!IIUFA R1�5It7:i0
50' Right-of-way
35'
Pavement
Slope As Required
8'
SHOULDER
0.08-
0.02
50'
RIGHT OF WAY
1
20'
PAVEMENT
6 6'
SHOULDER DITCH
0.02
0.08 DITCH
4. 7
L2" SF -9.5 A Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" SF -9.5 A Superpave Asphalt Mi.
8" ABC, Type B
WIDTH BETWEEN 4' AND 6' SHALL
ED BY THE DISTRICT ENGINEER
G ADJACENT LAND CHARACTERISTICS.
RESIDENTIAL COLLECTOR ROAD
CROSS SECTION DETAIL
WITH 50' R/W
NTS
45 •
RIGHT OF WAY
6' 20'
SHOULDER PAVEMENT
SUBJECT TO STANDARDS OUTLINED ON
PAGE 46 OF THE NC SUBDIVISION ROADS
MINIMUM CONSTRUCTION STANDARDS
AND ENGINEERED FIELD SOILS TESTS.
6' 5'
SHOULDER DITCH
0.02 DITCH
0.08
/ L2" SF -9.5 A Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" SF -9.5 A Superpove Asphalt
MO -E: 8" ABC Type B
SHOULDER WIDTH BETWEEN 4' AND 6' SHALL
BE APPROVED BY THE DISTRICT ENGINEER
CONSIDERING ADJACENT LAND CHARACTERISTICS.
RESIDENTIAL LOCAL ROAD
CROSS SECTION DETAIL
t WITH 45' R/W
NTS
6'
*2" SF -9.5 A Superpave Asphalt Mix
9" STBC, Type A or
1-1/2" SF -9.5 A Superpove Asphalt Mix
8" ABC, Type B
SECTION AA
TYPICAL CUL-DE-SAC
NO CURB & GUTTER
Not To Scale
6.0'
FILL COMPACTED
TO 95% MAXIMUM
DENSITY RELATIVE
TO ASTM 0698
2.0' RAISED
-H ASPHALT CURB
9" STBC
2" S9.5A
40' RIGHT OF WAY
24.0' BACK TO BACK
10.0'
LANE WIDTH
1/4" per 1 ft.
SUBBASE
CL.
10.0'
114" per 1 H.
4'
SUBJECT TO STANDARDS OUTLINED ON
PAGE 46 OF THE NC SUBDIVISION ROADS
MINIMUM CONSTRUCTION STANDARDS
AND ENGINEERED FIELD SOILS TESTS.
2.0'11 _ 6.0'
>" S9.5A
9" STBC
TYPICAL STREET
CROSS SECTION DETAIL
40' RIGHT OF WAY
24 FT. BACK TO BACK
NTS
(WAVERLY WAY ONLY)
NTS
1/4" Per 1
typ.
r'1
.uc. vn nuc.
*SUBJECT TO STANDARDS OUTLINED ON
PAGE 46 OF THE NC SUBDIVISION ROADS
MINIMUM CONSTRUCTION STANDARDS
AND ENGINEERED FIELD SOILS TESTS
30' typ.
7'-O"
TO BOTTOM OF
SIGN R1-1
TYPE R1-1 STOP SIGN
W/ ASTM D4956-01 "TYPE III"
(HIGH INTENSITY) SHEETING
WHITE LETTERS AND BORDER
ON RED BACKGROUND
GALVANIZED 'U" SUPPORT POST
TO BE SECURED WITH CONCRETE
IN 12' DIAMETER POST HOLE
OF 36" DEPTH (MINIMUM).
FINISHED GRADE
STOP SIGN DETAIL
NTS
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