9 T E H S E S 0 z 0 7 T 9 1 E 3 E z H A S T S E ’ - E S N 4L - 0 E .0 N I … · 2013-12-05 ·...
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13- MAY- 2013 08: 12 R: \Roadway \Pr oj\u2525c_ r dy_ps h08_ . dgn $$$$USERNAME$$$$ HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. 5/14/99 SHEET NO. PROJECT REFERENCE NO. 8 U-2525C INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SEE SHEET 43 FOR -L- PROFILE M A T CHL I NE - L - S T A . 319 + 00 . 00 S EE S HEET 9 M A T CHL I NE - L - S T A . 308 + 00 . 00 S EE S HEET 7 -L- 36 ’ 46 ’ ME DI AN 36 ’ 12 ’ PS 1 2 ’ PS SE = .06 . 01 . 00 . 01 60 ’ I N C . TYP. + 70 . 50 PIs Sta 312+30.53 F Ls = 360.00’ LT = 240.04’ ST = 120.03’ PI Sta 322+54.68 D L = 1,766.51’ T = 904.18’ R = 3,360.00’ 315 -L - TS St a . 309 +90 . 50 -L - SC St a . 313+50 . 50 3 00 ’ T A P E R 3 0 0 ’ T A P E R + 22 . 57 1 2 ’ PS 12 ’ PS 3 0 0 ’ T A P E R 14 ’ PS 1 4 ’ PS 12 ’ PS 12 ’ PS 14 ’ PS 48 ’ ME DI AN 46 ’ 36 ’ 1 4 ’ PS 14 ’ P S 1 4 ’ PS 14 ’ PS 310 . 02 . 02 . 03 . 04 . 04 . 03 . 0 2 . 05 . 06 . 06 . 05 . 06 . 06 150.00’ (LT) +50.50 -L- 150.00’ (LT) +90.50 -L- +50.50 -L- 150.00’ (RT) +00.00 -L- @ PROP. R/W 163.00’ (LT) +00.00 -L- 168.00’ (LT) +50.00 -L- 193.00’ (LT) +00.00 -L- 199.00’ (LT) +00.00 -L- 182.00’ (LT) +00.00 -L- 167.00’ (LT) +50.00 -L- 160.00’ (RT) 214.00’ (RT) +50.00 -L- 192.00 (RT) +50.00 -L- C H O R D C HO R D @ PL +00.00 -L- 173.00’ (LT) +90.50 -L- 150.00’ (RT.) 12" W RETAI NI NG WALL - BL- 13 PI NC 21 +70. 03 - B L - 14 P I N C 28 + 13 . 87 \ ELEV.817.88’ 304.03’ RIGHT -BL- STA 27+32.91 BM #2 S01 02’ 46" W 1 809. 67’ S00 55’ 24" W 1 858. 94’ EI P EI P NORMAN SCOTT WHITE DB 4637 PG 285 ALLEN LYNN ROWE DB 5239 PG 2176 NORMAN SCOTT WHITE DB 4637 PG 285 ALLEN LYNN ROWE DB 5239 PG 2176 BOARD OF EDUCATION GUILFORD COUNTY DB 2303 PG 57 TO EI P 0. 72’PL 296. 92’ CHATOYANCY, LLC PB 172 PG 130 PB 129 PG 147 DB 6505 PG 3005 MON. R/ W 581 . 57’ 225. 52’ CHATOYANCY, LLC PB 1 75 PG 1 1 DB 6585 PG 3005 F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F { z z { NAD 83 / 95
Transcript of 9 T E H S E S 0 z 0 7 T 9 1 E 3 E z H A S T S E ’ - E S N 4L - 0 E .0 N I … · 2013-12-05 ·...
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
8 U-2525C
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
SEE SHEET 43 FOR -L- PROFILE
MA
TC
HLIN
E -L- STA. 319
+00.0
0 SEE S
HEET 9
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-L-
36’
46’
MEDIA
N36’
12’ PS
12’ PS
SE = .06
.01
.00
.01
60’ INC.
TYP.+70.5
0
PIs Sta 312+30.53
F
Ls = 360.00’
LT = 240.04’
ST = 120.03’
PI Sta 322+54.68
D
L = 1,766.51’
T = 904.18’
R = 3,360.00’
315
-L-
TS
Sta. 309+90.5
0
-L-
SC Sta. 313
+50.5
0
300’ TAPER
300’ TAP
ER
+22.5
7
12’ PS
12’ PS
300’ TAPER
14’ PS14’ PS
12’ PS
12’ PS
14’ PS
48’
ME
DIA
N46’
36’
14’ PS
14’ PS
14’ PS
14’ PS
310
.02
.02 .03 .0
4.0
4
.03
.02
.05
.06
.06
.05
.06
.06
150.00’ (LT)+50.50 -L-
150.00’ (LT)+90.50 -L-
+50.50 -L-150.00’ (RT)
+00.00 -L-@ PROP. R/W
163.00’ (LT)
+00.00 -L-168.00’ (LT)+50.00 -L-
193.00’ (LT)+00.00 -L-
199.00’ (LT)+00.00 -L-
182.00’ (LT)+00.00 -L-
167.00’ (LT)+50.00 -L-
160.00’ (RT)
214.00’ (RT)+50.00 -L-
192.00 (RT)+50.00 -L-
CHORD
CHORD
@ PL
+00.00 -L-173.00’ (LT)
+90.50 -L-
150.00’ (RT.)
12"W
RET
AININ
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WA
LL
-B
L-13 PIN
C 21+
70.0
3
-BL-14 PINC 28+13.87
\
ELEV.817.88’
304.03’ RIGHT
-BL- STA 27+32.91
BM #2
S01°02’4
6"W
1809.6
7’
S00°5
5’2
4"W
1858.9
4’
EIP
EIP
NORMAN SCOTT WHITE
DB 4637 PG 285
ALLEN LYNN ROWE
DB 5239 PG 2176
NORMAN SCOTT WHITE
DB 4637 PG 285
ALLEN LYNN ROWE
DB 5239 PG 2176
BOARD OF EDUCATION
GUILFORD COUNTY
DB 2303 PG 57
TO EIP
0.72’ P
L
296.9
2’
CHATOYANCY, LLC
PB 172 PG 130
PB 129 PG 147
DB 6505 PG 3005
MON.R
/W
581.5
7’
225.5
2’
CH
AT
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PB 17
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DB 6585 P
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
9 U-2525C
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
MA
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+00.0
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HEET 8
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HEET 10
SEE SHEET 2-J FOR BRIDGE SKETCH
SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANSSEE SHEET 77 FOR -Y1- PROFILESEE SHEET 44 FOR -L- PROFILE
10
15
N 7° 2
0’ 4
9.4" E
N 4° 0
2’ 3
1.1" E
N 1° 4
3’ 2
0.2" E
-Y1- POTSta. 10+00.00
-Y1- PCSta. 11+61.22
-Y1- PTSta. 13+78.98
-Y1- PTSta. 14+95.2
3
-Y1- POTSta. 16+96
.43
-Y1- PCSta. 13+95.23
-Y1--L-
12’ PS
12’ PS
36’
36’
46’
ME
DIA
N
-L- POCSta. 329+95.42=
-Y1- POTSta. 13+13.82
36’
36’
46’
MEDIA
N
12’ PS
PI Sta 12+70.13
= 3° 18’ 18.2" (LT)D
D = 1° 31’ 04.0"
L = 217.76’
T = 108.91’
R = 3,775.00’SE = .06
330
PI Sta 322+54.68
D
L = 1,766.51’
T = 904.18’
R = 3,360.00’
LT = 240.04’
PIs Sta 332+37.04
F
Ls = 360.00’
ST = 120.03’
-L-
CS
Sta. 331+
17.0
1
320
325
M-3508:1
14’ PS
14’ PS.0
6
.06
.06
.06 .0
5
.05
PI Sta 14+45.24
D
L = 100.00’
T = 50.01’
R = 2,470.00’
@ EXIST. R/W
150.00’ (LT)
+50.00 -L-
@ PL
@ PL
@ PL@ EXIST. R/W
@ PL
@ EXIST. R/W
@ PL
@ EXIST. R/W
@ PL
@ EXIST. R/W
150.00’ (LT)
+00.00 -L-
165.00’ (LT)
+00.00 -L-150.00’ (LT)
+50.00 -L-167.00’ (LT)
@ PL
162.00’ (LT)
160.00 (RT)
@ EXIST. PL
LT
WALL36" W
D
48"WD R
AIL
12" C
ON
C
10’ CONC
12" C
ON
C
GR
W
3S
EL
EC
1SFD
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12" C
ON
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" CO
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W/
FES
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GATEMTL
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SR 2359 LE
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D 22’ B
ST
RA
MP
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-B
L-15 PIN
C 32+40.3
8
-B
L-16
PIN
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+75.8
6
-B
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C 41+
25.6
2
-BY1-103 POT 10+00.72
-BY1A- POT 17+25.89
-BY1-102 PINC 7+71.38
-BY1-101 POT 5+00.00
N65°09’27"
E
199.81’
2.5
8’
0.18
’
N04°0
1’54"W
433.4
4’
N04°0
1’54"W
63.6
1’
N87°26’26"W
229.18’
S86°59’
05"W
44.44’
N01°10’4
9"E
N02°4
6’4
4"E
613.4
4’
S85°43’06"E
607.74’
N01°10
’49"E
595.3
4’
N51°07’19"E
271.27’
N87°26’26"W
624.14’
EIP
EIPEIP
EXISTING R/W
EXISTING R/W
S83°16’54"E
113.32’
60.00’
EXIS
TIN
G
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EXIS
TIN
G
R/
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EIP
GUILFORD COUNTY BOARD OF EDUCATION
NCDOT
DB 5053 PG 193
KENNETH WAYNE MAHAFFEY
SHARON KAYE MAHAFFEY
DB 5282 PG 1823
NCDOT
GRACE LEWISDONALD LEWIS
S83°16’54"E
627.94’
NO REFERENCE
59.7
8’
DB 2303 PG 57
BOARD OF EDUCATION
GUILFORD COUNTY
DB 2303 PG 57
NCDOT
NO REFERENCE
NCDOTDB 5282 PG 1823
NCDOT
NCDOT
DB 5282 PG 1823
ALLEN LYNN ROWEDB 5239 PG 2176
PG 1823
DB 5282
SHELLEY ALBEA LILLY
TIMOTHY JOHN LILLY
DB 5708 PG 912
30.10’
34.43’25.58’
48.5
1’
+33.91+33.91
+47.62
+85.5
9
ERNESTINE LUCAS SCOTT
MARVIN W. SCOTT &
DB 1768 PG 446
ERNESTINE LUCAS SCOTT
MARVIN W. SCOTT &
DB 1768 PG 446
SHEARIN L. WHITFIELD
DENNIS L. WHITFIELD
DB 3688 PG 144
DB 3688 PG 149
bb
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
10 U-2525C
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
SEE SHEET 45 FOR -L- PROFILE
SEE SHEET 77 FOR -Y2- PROFILE
MA
TC
HLIN
E -L- STA. 332+
00.0
0 SEE S
HEET 9
MA
TC
HLIN
E -L- STA. 345+
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HEET 11
SEE SHEET 2-J FOR BRIDGE SKETCH
SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANS
N 15
° 17’ 0
0.9" E
10
15
-Y2- POTSta. 10+00.00
-Y2- POTSta. 18+48.65
-L-
12’ PS
36’
36’
46’
ME
DIA
N12’ PS
12’ PS
TYP.60’ INC.
-Y2- POTSta. 13+65.07
.01
.00
.01
+17.0
1
-L- POTSta. 337+20.09=
36’
ME
DIA
N
46’
36’
PIs Sta 332+37.04
F
Ls = 360.00’
LT = 240.04’
ST = 120.03’
335 340 345
-L-
ST
Sta. 334+77.0
1
M-350
M-350
M-3508:1
8:18:1
14’ PS
14’ PS 14’ PS
14’ PS
.04
.04
.03
.03
.02
.02
.02
.02
.02
150.00’ (LT)
150.00’ (LT)
@ EXIST. PL
@ EXIST. PL
@ PL
CHORD
+77.01 -L-150.00’ (LT)
@ EXIST. R/W
@ PROP. R/W+37.00 -L-
171.00’ (LT)+50.00 -L-
183.00’ (LT)@ EXIST. R/W
160.00 (RT)+50.00 -L-
166.00 (RT)
167.00 (RT)
CHORD
@ EXIST. R/W
150.00’ (LT)
SR 2531 HILLCROFT RD 20’ BST
2SFD
DK
WD
WALL
36" WD
24" B
K
WA
LL
GR
G
G
G
15" CONC
RR SIGNAL
RR SIGNAL
9
B
LT
WW
6S
BW
NO
RF
OLK S
OU
TH
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N
RR
LT
LT
48" W
D
RAIL
48"WD RAIL & WW
GR
GR
NO
RF
OLK S
OU
TH
ER
N
RR
NO
RF
OLK S
OU
TH
ER
N
RRRR SIG
NAL
48" CHL
48"
CH
L
GR
GR
12" CONC
W/LT
GR
GR
12" CONC
12" CONC
1 �SFD
G
S
B
B
GR
CONC
ISFD
DK
WD
48"
CH
L
48"
CH
L
GR
GR
CONC
DK
WD
ISFD
W
B
S
B
B
SR 2531 HILLCROFT RD 19’ BST
NO
RF
OLK S
OU
TH
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N
RR
CONC
12"
PIP
E
PO
SSIB
LE
BU
RIE
D
SIGNALRR
GR
BS
T
WE 819.6’
POND
WW
&
4S
BW
v
v
v
v
v
v
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-B
L-19 PIN
C 55
+63.3
0
-B
Y1A- 10
5 PIN
C 10
+39.3
2
-BY2- PINC 7+85.24
-BL-18 PINC 50+15.30
\
ELEV.853.86’
111.18’ LEFT
-BY1A- STA 11+32.41
BM #3
-BY2- 106 PINC 5+00.00
-B
Y1A- 10
4 P
OT 5
+00.0
0
-BY1-101 POT 5+00.00
10.47’
N17
°23’0
8"E
200.7
1’
N36°2
7’3
3"E
330.7
3’
S17
°30’13"W
208.9
4’
N79°47’27
"W104.0
9’
N17
°26’5
3"E
118.0
0’
8.08’
N06°10’0
2"E
251.09’
N06°10’0
2"E
265.3
5’
N59°07’45"W196.60’
N06°10’0
2"E
280.6
8’
S07°0
1’09"W
74.3
5’
N89°36’25"E
225.95’
N13
°52’3
1"W
267.2
2’
N03°17’16"W
423.7
5’
N77°45’54"W352.60’
S79°22’35"E
N12
°17’0
6"E
EXISTING R/
W
EIP
EIP
S17°30’13"WREB-R/W
REB
N17°23’08"EEIP-R/W EIP
EIP
DB 5708 PG 912
NCDOT
DB 4875 PG 765
RONALD E. NELSON
PAULA G. NELSON
DB 4391 PG 1812
EXISTING R/
W
EXIS
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EXIS
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EXISTING R/W
EXISTING R/W
NCDOT
DB 4913 PG 1316
DB 4619 PG 421
DB 4261 PG 889
EXIS
TIN
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R/
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20’ UTILITY EASEMENT
160.15’
336.76’
N07°0
1’09"E
233.2
9’
SHELLEY ALBEA LILLYTIMOTHY JOHN LILLY
140.00’
60.0
0’
60.0
0’
GRACE LEWIS
DONALD LEWIS
DB 3688 PG 149
NCDOT
DB 5282 PG 1823
DB 5282 PG 1823
NCDOT
NCDOT
DB 4875 PG 765
PAMELA J. HOPKINS
GREGORY T. HOPKINS
108.2
3’
20.4
8’
32.0
6’
75.84’
+75.0
4
+88.5
0
+91.4
8
+57.51
77.58’130.34’
PB 32 PG 20
LINDA N. WRENN
HAROLD D. WRENN &
EDWARD P. MITCHELL
PB 32 PG 20
SHEARIN L. WHITFIELD
DENNIS L. WHITFIELDDB 3688 PG 144
SHAROL G. DONNELL
OSCAR F. DONNELL
b b
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
11 U-2525C
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
MA
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36’
12’ PS
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N12’ PS
12’ PS
345 350 355
14’ PS
14’ PS
14’ PS
14’ PS
.02
.02
.02
.02
226.00’ (LT)+00.00 -L-
@ EXIST. PL
@ EXIST. PL
@ EXIST. PL
+00.00 -L-213.00’ (LT)
@ PL
215.00’ (LT)
+00.00 -L-223.00’ (LT)
242.00’ (LT)+00.00 -L-
+50.00 -L-245.00’ (LT)
+00.00 -L-220.00’ (LT)
168.00 (RT)
169.00 (RT)
176.00 (RT)
+50.00 -L-186.00 (RT)
+50.00 -L-210.00 (RT)
+50.00 -L-215.00 (RT)
@ EXIST. PL
214.00 (RT)
@ EXIST. PL
183.00 (RT)
+50.00 -L-
178.00 (RT)
+00.00 -L-
172.00 (RT)
+00.00 -L-
173.00 (RT)
GR
ISFD
W
W
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WW
WW
48"
WW
WW
&
1SB
W
WD
RAIL
GR
GR
GR
1SFD
G
B
S
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1SFD
CONC
GR
GR
GR
GR
1SFD
DK
WD
B
WW
2S ELEC
1S ELEC
1S ELEC
2S ELEC
26’ CONC
CONC
1SFD
W
W/LT
WW
WD
RAIL
W
CO
NC
60" C
MP
18" C
ON
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48" CONC
GATE
WDCONC
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CONC
WD DK
G DK
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5SBW
v
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-B
L-20
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C 61+
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INC 64+78.4
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\
ELEV.810.22’268.93’ LEFT
-BL- STA 63+92.51BM #4
S59°07’45"E177.25’
N02°5
4’2
7"E
288.4
5’
N02°5
4’2
7"E
548.3
3’
N89°36’25"E
225.94’
S88°15’55"E
345.64’
N83°27’43"W
185.00’
S03°0
0’5
0"W
210.0
0’
S01°57’5
6"W
279.9
0’
N88°50’44"W
199.94’
EIP
EIP
N84°28’52"W
385.52’
N02°0
4’15"E
358.4
3’
N02°0
4’15"E
131.07’
NCDOT
N38°14’4
4"E
356.14’
EIP
EIP
NCDOT
DB 4765 PG 414
15’ UTILITY EASEMENT
EXISTING R/W
EXISTING R/W
EIP
DB 4757 PG 2188
S88°54’40"E
199.74’
N02°0
0’3
0"E
279.6
7’
N38°17’4
0"E
364.2
6’
DB 4765 PG 414
NCDOT
MICHAEL KENT & BRENDA B. SUMMERS
DB 2648 PG 720
NCDOT
DB 4757 PG 2188
JUNE H. COX
MERLOND C. COX
DB 3998 PG 1872
CHRISTY L. MEADOWS
ROY L. MEADOWS &
DB 5993 PG 2771
41.32’
38.15
’
36.4
8’
+58.0
0
+59.6
3
+35.4
3
LINDA LUANN GRUNDMAN
ROBERT EUGENE &
DB 3323 PG 344
}
F
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F
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F
F
F
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F
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F
F
F
F
F
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F F
60" C
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ON
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
12 U-2525C
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
MA
TC
HLIN
E -L- STA. 359+
00.0
0 SEE S
HEET 11
MA
TC
HLIN
E -L- STA. 373+
00.0
0 SEE S
HEET 13
SEE SHEET 47 FOR -L- PROFILESEE SHEET 78 FOR -Y3- PROFILESEE SHEETS C-1 THRU C-? FOR CULVERT PLANS
N 3° 0
3’ 0
6.3" E
10
-Y3- POTSta. 10+00.00
-L-
36’
12’ PS
46’
MEDIA
N
12’ PS
36’
36’
36’
46’
ME
DIA
N
12’ PS
12’ PS
TYP.
60’ INC.
SE = .07
15’ R
BEGIN CONSTRUCTION-Y3- STA. 10+79.37
+39.5
5
LT = 280.08’
PIs Sta 364+79.63
F
Ls = 420.00’
ST = 140.07’
L = 1,129.29’
PI Sta 371+91.62
D
T = 572.07’
R = 2,865.00’
360
370
-L-
TS Sta. 361+
99.5
5
-L-
SC Sta. 366+19.5
5
365
14’ PS
14’ PS
14’ PS14’ PS
14’ PS14’ PS
-Y3- POTSta. 13+20.23
.02
.02
.02
.01
.02
.04
.00
.01
.03
.02
.03
.04
.05
.05
.06
.06
.07
.07
.07
.07
+79.37
30’ R+24.34
EX.
EX.
+99.55 -L-150.00 (RT)
+19.55 -L-
150.00 (RT)
150.00’ (LT)
150.00’ (LT)
+06.91 -L-172.96 (RT)
192.00 (RT)
+50.00 -L-
219.00 (RT)
+50.00 -L-
+50.00 -L-215.00 (RT)
+00.00 -L-
240.00 (RT)
263.00 (RT)+50.00 -L-
254.00 (RT)+00.00 -L-
240.00 (RT)+50.00 -L-
214.00 (RT)+00.00 -L-
163.00 (RT)+50.00 -L- 162.00 (RT)
@ PROP. R/W
165.00 (RT)
@ PROP. R/W
150.00’ (LT)+19.55 -L-
@ EXIST. R/W
@ EXIST. R/W
CHORD
@ PL
150.00 (RT)
@ PL150.00 (RT)
CHORD
+50.00 -L-
186.00’ (LT)
+00.00 -L-
168.00’ (LT)
+00.00 -L-@ PROP. R/W
150.00 (LT)
+00.00 -L-
173.00 (RT)
150.00’ (LT)+99.55 -L-
+81.21 -Y3-30.00’ (LT)
@ PL
BEGIN C/A FENCE
@ PL172.45 (LT)
2S ELEC
2S ELEC
1SFD
S
W/LT
48" WW
48" WW
B
B
1SFD
CONC
GR
15"
CO
NC
9’ CONC
W
1SBKD
CO
NC
DK
WD
60" CHL
B
60"
CH
L
B
CO
NC
1SFD
DK
WD
15"
CO
NC
HTR
B
HTR
GR
GR
GR
SOIL
SOIL
GR
W
SR 2555
WAT
LIN
GT
ON
RD 19’ B
ST
ARNOLD LANE GR
CONC
CMP
48"
W
CANOPY
S
G
15"
CO
NC
W
WD DK
MTL CANOPY
GR
W/LT
v
v
v
v
v
v
-B
L-23 PIN
C 74+58.7
6
-B
Y3A- 110 PIN
C 8+49.15
-B
L-24 PIN
C 80
+84.4
9-B
Y3-10
7 P
OT 5+00.0
0
-B
Y3
A- P
OT 11+
91.3
0
-B
Y3- P
OT 6
+85.7
0
\
ELEV.761.79’226.27’ RIGHT
-BL- STA 77+86.16BM #5
-BL- PINC 76+86.87
N88°21’36"W13.77’
S89°27’03"W241.34’
S00°5
5’0
4"W
264.12’
N86°42’47"W124.19’
N88°21’36"W
85.81’
N88°21’36"W228.23’
S00°5
5’0
4"W
269.3
4’
S08°15’0
3"W
167.17’
N05°5
4’0
7"E
241.54’
N08°15’0
3"E
137.6
3’
N61°0
0’23"W
136.56’
S89°49’56"E482.31’
N79°08’13"W248.08’
N87°12’38"W90.75’
N84°27’43"W260.00’
N04°0
1’01"E
152.8
1’
N02°5
2’2
9"E
59.3
8’
S03°5
5’5
0"W
149.5
0’
S01°16’13"W
199.3
0’
15’ PRIVATE ROAD
EIP
DB 4101 PG 1789
CHARLES G. APPLE
DB 3077 PG 1793
DB 4287 PG 1573
DAVID L. ADAMS
JAMES E. SOHLDB 4809 PG 901
ROGER DALE ARNOLD
EIP
REB
EIP
EIP
EIP
DB 5267 PG 128
MARK BRIAN BAILEY
DB 4348 PG 687
NOAH MARVIN & HAZEL S. COLEMAN
LEONARD G. & FRANCES N. COLEMAN
HOUSTON H. & VIRGINIA H. COLEMAN
JUNE H. COX
MERLOND C. COX
DB 3998 PG 1872
DB 4757 PG 2188
NCDOT
EXISTING R/W
N86°20’33"W130.44’ N89°54’52"E
7.02’
N89°54’47"E16.45’
S89°29’00"W267.39’
N89°28’59"E
267.90’
N86°54’56"W
464.50’
2.86’
S88°05’50"E277.31’
N88°03’53"W269.73’
EXIS
TIN
G
R/
W
N87°07’31"W437.35’
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
20’ UTILITY EASEMENT
EIP
N86°21’17"W255.92’
N87°57’05"W477.25’
50.00’
ARCHIE ADAMSDB 4101 PG 1789
LOUISE A. ADAMS
ARCHIE J. ADAMS &
DB 3763 PG 762
JEFFREY A. LOFTIS
DB 6581 PG 1486
JEFFREY A. LOFTIS
DB 6581 PG 1486
JEFFREY A. LOFTIS
DB 6581 PG 1486
JEFFREY A. LOFTIS
DB 6581 PG 1486
0.6
8’
29.4
1’
+62.5
9
+62.5
8
5.37’
+48.32
56.9
5’
+35.8
5
b
b
O
200
PR
F
F
F
F
F
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F
F
F
F
F
F
F
F
F
F
F
F
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F
F
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F
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F
48" C
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
13 U-2525C
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
MA
TC
HLIN
E -L- STA. 373+
00.0
0 SEE S
HEET 12
MA
TC
HLIN
E -L- STA. 387+
00.0
0 SEE S
HEET 14
SEE SHEET 81 FOR -Y4RPC- PROFILESEE SHEET 48 FOR -L- PROFILE
SEE SHEETS C-1 THRU C-? FOR CULVERT PLANS
300’ TAPER
-L-
-Y4RPC-
36’
36’
46’
MEDIA
N
12’ PS
12’ PS
36’
36’
46’
ME
DIA
N12’ PS
12’ PS
36’
46’
ME
DIA
N
36’
TYP.
60’ INC.
SE = .07
SE = .08
-L-
PO
TSta. 382
+56.0
7
OF
F 59’
+76.7
6
TYP.
INC.
26.25’ +48.8
3
+91.78
+56.0
7
R = 2,865.00’
PI Sta 371+91.62
D
L = 1,129.29’
T = 572.07’ ST = 140.07’
PIs Sta 378+88.90
F
Ls = 420.00’
LT = 280.08’
10
PIs Sta 12+64.30
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PI Sta 16+83.20
D
L = 684.69’
T = 348.94’
R = 1,440.00’
-Y4
RP
C-
PO
T
Sta. 10
+00.0
0
-Y4
RP
C-
TS
Sta. 11+24.2
6
-Y4
RP
C-
SC Sta. 13
+34.2
6
375
380 385
-L-
CS
Sta. 377+48.8
3
-L-
ST
Sta. 381+
68.8
3
12’ PS
CAT-1 8:1
14’ PS
14’ PS
14’ PS
.07
.07
.07
.07
.06
.06
.05
.05
.04
.04
.03
.03
.02
.02
.01
.00
.01
.01
.02
.02
.02
.03
.04
.05
.06
.07
.08
.02
.02
+48.83 -L-150.00’ (LT)
+48.83 -L-150.00 (RT)
+68.83 -L-150.00 (RT)
+34.26 -Y4RPC-
90.00 (RT)
+24.26 -Y4RPC-90.00 (RT)+51.30 -L-
150.00 (RT)
+52.13 -L-
228.23 (RT)
150.00 (RT)
178.00 (RT)
+00.00 -L-
+00.00 -L-+00.00 -L-
+00.00 -L-
CHORD
150.00’ (LT)+68.83 -L-
@ PL150.00 (RT)
@ PL
CHORD
CHORD
+50.00 -L-167.00’ (LT)
+00.00 -L-167.00’ (LT)
+15.00 -L-150.00’ (LT)
+05.00 -L-150.00’ (LT)
+00.00 -L-161.00’ (LT)
+00.00 -L-162.00’ (LT)
150.00’ (LT)
+60.00 -L-
@ PROP. R/W
194.00 (RT)
+50.00 -L-204.00 (RT)
@ PROP. R/W
198.00 (RT)
196.00 (RT)205.00 (RT)
200.00 (RT)
+50.00 -L-184.00 (RT)
+50.00 -L-
174.00 (RT)
GR
GR
B
1�SFD
DK
WD
-BL-25 PINC 85+95.99
-B
L-26
PIN
C 91+
46.15
-B
L-27 PIN
C 95
+75.7
0
ELEV.765.66’
253.84’ RIGHT
-BL- STA 92+16.68
BM #6
\
-BY3A- 109 PINC 6+44.80
-BY3A- 108 POT 5+00.00
N00°4
3’15"E
200.15’
N02°5
2’2
9"E
59.3
8’
N02°5
2’2
9"E
104.6
2’
N01°16’3
5"E
97.8
3’
N01°16’3
5"E
96.6
9’
N01°08’0
0"E
101.82’
S04°2
0’0
0"E
62.3
2’
N86°34’31"W232.45’
N00°4
9’3
1"E
306.3
9’
N86°28’38"W
223.00’
S62°13’0
2"E
504.3
6’
S62°2
6’18
"E
234.4
9’
S86°32’43"E
528.11’
S00°2
9’5
0"W
117.2
3’
S85°43’32"W758.33’
N85°43’06"E467.30’
S04°2
0’0
0"E
111.92’
JOSEPH C. SMITH
DB 4751 PG 51
DB 72 PG 262
POSEY B. & GILDA BARLEY
EIP
REB
N00°4
2’3
6"E
129.2
4’
N00°4
2’3
5"E
130.0
8’
EIP
20’ UTILITY EASEMENT
EIP
20’
UTILIT
Y
EASE
ME
NT
EIP
DB 4732 PG 91
UZELLIA W. FINLEY
DB 3420 PG 1745
ROGER DALE ARNOLD
S86°56’32"W1331.33’
N86°21’43"E1317.32’
20’
UTILIT
Y E
ASE
ME
NT
20’ U
TILIT
Y
EASE
ME
NT
20’ D
RAIN
AG
E
EA
SE
ME
NT
20’ D
RAIN
AG
E
EA
SE
ME
NT
20’ DRAIN
AGE EASE
MENT
15’ ACCESS EASEMENT
15’ P
RIV
AT
E
RO
AD
S00°2
9’5
0"W
62.0
3’
S00°2
9’4
9"W
226.4
2’
DB 4101 PG 1789
ROGER DALE ARNOLD
DB 4809 PG 901
JAMES E. SOHL
DB 3420 PG 1745
LISA B. ARNOLDGARY W. &
DB 6902 PG 2995
OF TRANSPORTATION
NORTH CAROLINA DEPT.
DB 6827 PG 2804
LARRY L. HOWELL
DB 6106 PG 0576
LARRY L. HOWELL
DB 6106 PG 0576
DORIS B. STONEMAN
LOUISE A. ADAMS
ARCHIE J. ADAMS &
DB 3763 PG 762
MARTHA M. LANCASTER
ROBERT A. LANCASTER &
DB 6057 PG 0151
69.39’
+06.
17
LISA B. ARNOLDGARY W. &
KAREN M. SMITH
MARK EDWARD MILLAWAY
DB 3620 PG 1333
}
F
F
F
F
F
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F
F
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F
F
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F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
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C
C
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{
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z
NA
D 83/ 9
5
SEE SHEET 49 FOR -L- PROFILESEE SHEET 2-J FOR BRIDGE SKETCH
SEE SHEETS 78 & 79 FOR -Y4- PROFILE
MA
TC
HLIN
E -L- STA. 387+
00.0
0 SEE S
HEET 13
-Y4- STA. 20+00.00 SEE SHEET 33
MATCHLINE
SEE S
HEET 15
MA
TC
HLIN
E -L- STA. 415
+00.0
0STA. 15
+20.0
0 SEE S
HEET 15
MA
TC
HLIN
E -Y4
RPA-
SEE SHEET 3
4
-Y4- STA
. 38+00.00
MATC
HLIN
E
N
(U-2525C) INTERCHANGE ANALYSIS
-L-
-L-
YANCEYVILLE RD.SR 2523
YANCEYVILLE RD.SR 2523
-L- & YANCEYVILLE RD.
0000
(2030) ADT
16100
0000
16600
23002400
00000000
2100
0000
3100
0000
70300
0000
69200
0000
TO PLOT 34"(HALF SIZE)
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LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
0
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6/2/99
TO
PLO
T FU
LL SIZ
E 62"X34"
TO
PLO
T FU
LL SIZ
E 62"X34"
TO PLOT 34"(HALF SIZE)
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
U-2525C 14
50 25 50 100
(2018) ADT
PROPOSED SIGNAL
SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANS
SEE SHEET 80 FOR -Y4RPA- PROFILESEE SHEET 81 FOR -Y4RPC- PROFILESEE SHEET 82 FOR -Y4LPA- & -Y4LPC PROFILE
NOTE: SEE CROSS-SECTIONS AND ROADWAY STANDARD DRAWINGS,STD. NO. 865.01, SHEET 1 FOR SPECIAL MEDIAN GRADING.
PIs Sta 35+06.32s = 4° 59’ 33.3"F
Ls = 210.00’
LT = 140.06’
ST = 70.05’
PI Sta 37+14.67= 13° 06’ 17.8" (RT)D
D = 4° 45’ 17.4"
L = 275.61
T = 138.41’
R = 1,205.00’
PIs Sta 39+21.93s = 4° 59’ 33.3"F
Ls = 210.00’
LT = 140.06’
ST = 70.05’
N 89° 52’ 59.0" E
N 82° 12’ 45.0" W
A
C1420’ FULL LANE 300’ TAPER
1420’ FULL LANE300’ TAPER
-Y4RPC- -Y4LPC-
-Y4LPA--Y4RPA-
-Y4-
ME
DIA
N
36’
46’
ME
DIA
N
36’
12’ PS
12’ PS
36’
36’
46’
ME
DIA
N
12’ PS
12’ PS
12’ PS
36’
46’
ME
DIA
N
36’
+50
25
30
35
-Y4- TSSta. 33+66.26
-Y4- SCSta. 35+76.26
60’ R
50’ R
50’ R
N 0° 0
7’ 01.2"
W
-L- POTSta. 404+11.78
-L- POTSta. 397+26.52
TYP.
INC.25’ +
46.5
2
TYP.
INC.25’
TYP.
INC.
25’
25’
INC.
TYP.
20’
-Y4LPA- POTSta. 10+00.00=
-Y4- POTSta. 21+82.84
-Y4- POTSta. 21+52.84
125’ TAPER
16’
-Y4- POC Sta. 36+50.92
-Y4- POCSta. 36+80.92
330’ FU
LL R
T. LA
NE
100’ TAPER
330’ FU
LL R
T. LA
NE
100’ TAPER
16’
20’
+26.5
2
TYP.
INC.
52.5’
+61.26
+76.8
6
+26.2
5
60’ TA
PER
60’ TAPER
60’ R
60’ TAPER 60’ TAPER
+56.0
0
+38.32
+88.84
+63.9
0
4’ PS
+27.24
4’
60’ R
+08.32
+57.69
+30
+18.84
TYP.
INC.
26.25’
40’ -Y4- POTSta. 28+98.81
40’
+91.78
.014
.01
.00
.01
.02.013
.04
.06
.07
.02
.02
.017
.019
-L- POTSta. 400+72.19=
12’ PS
150’ FULL LAN
E
100’ TAPER
+18.94
TYP.
INC.
26.25’
4’ PS
4’ PS
G
&
C "6-’
2
4’ PS
G
&
C "
6-’
2
+90.0
0
4’ PS
4’ PS
+00.00
+62.0
0
+90.00
+30.00
+22.00
SE = .08 SE = .08
SE = .04
SE = .08 SE = .08
.07
.06
.05
.04
.03
.02
.01
.00
.01
.02
.08
.07
.06
.05
.04
.03
.02
20
15
PIs Sta 12+61.57
F
Ls = 200.00’
LT = 134.68’
ST = 67.89’
PI Sta 15+98.51
D
L = 399.35’
T = 271.61’
R = 230.00’
PIs Sta 17+94.14
F
Ls = 200.00’
LT = 134.68’
ST = 67.89’
-Y4LPA- ST Sta. 19+26.25=
-Y4LPA- CS Sta. 17+26.25
-Y4LPA- SC Sta. 13+26.90
-Y4LPA- TS Sta. 11+26.90
R = 1,440.00’
PI Sta 16+23.22
D
L = 486.02’
T = 245.35’ ST = 70.04’
PIs Sta 19+33.94
F
Ls = 210.00’
LT = 140.04’
-Y4RP
A-
CS Sta. 18
+63.90
-Y4RP
A- ST Sta. 20+73.90
-Y4RPA- POT Sta. 26+90.33=
20
25
PIs Sta 12+86.92
F
Ls = 200.00’
LT = 134.68’
ST = 67.89’
L = 367.62’
PI Sta 15+88.67
D
T = 236.43’
R = 230.00’
PIs Sta 17+87.76
F
Ls = 200.00’
LT = 134.68’
ST = 67.89’
-Y4LPC- TS Sta. 11+52.24
-Y4LPC- SC Sta. 13+52.24
-Y4LPC- CS Sta. 17+19.87
-Y4LPC- ST Sta. 19+19.87=
15
-Y4LPC- POT Sta. 10+00.00=
15
20
25
T = 348.94’
PI Sta 16+83.20
D
L = 684.69’
R = 1,440.00’
PIs Sta 20+88.98
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
-Y4RP
C-
CS Sta. 20+18.95
-Y4RP
C- ST Sta. 22+28.95
-Y4RPC- POT Sta. 25+69.04=
390 395 400 405 410 415
12’ PS
12’ PS
100’ TAPER
5’ OFFSET
4’ OFFSET
4’ O
FFSET
4’ O
FFSET
4’ OFFSET
GRAU-350
GRA
U-350
GRA
U-350
CAT-1
GRAU-350
+19.8
7
8:1
8:1
14’ PS
4’ PS
12’ PS
4’ PS
4’ PS
12’ PS
4’ PS
.02
.02
.08
.07
.06
.05
.04
.03
.02
.08
.04
.03
.02
.02
.01
.00
.02
.02
.01
NC
.03
.05
.08
.08
.07
.06
.05
.04
.03
.02
.02
.03
.04
.05
.06
.07
.08
.02
.02
F
F
D
GRA
U-350
GRA
U-350
8:1
8:1
8:1
8:1
IAU TYPE 350 (NG)
BEGIN SPECIAL MEDIAN GRADING
-L- STA. 397+69.00
-L- STA. 403+77.00END SPECIAL MEDIAN GRADING
IAU TYPE 350 (NG)
+75.2
9
+54.21
+04.21
80’ R
+18.95 -Y4RPC-90.00 (RT)
233.24 (RT)
+28.95 -Y4RPC-90.00 (RT)
+77.00 -Y4-50.00 (RT) +35.15 -Y4-
50.00 (LT)
+76.26 -Y4-50.00 (LT)
50.00 (LT)+66.26 -Y4-
150.00’ (LT)+03.09 -L-
50.00’ (LT)@ PL
CHO
RD
50.00 (LT)@ EXIST. R/W
@ PL
+60.00 -L-
150.00’ (LT)
+00.00 -L-160.00’ (LT)
+50.00 -L-177.00’ (LT)
+00.00 -L-178.00’ (LT)
+50.00 -L-178.00’ (LT)
+11.00 -L-173.00’ (LT)
+50.00 -Y4-54.00’ (RT)
+50.00 -Y4-65.00’ (RT)
87.00 (RT)
@ PROP. R/W
@ EXIST. R/W97.00 (LT)
+00.00 -Y4-57.00 (LT)
92.00 (LT)
+05.00 -Y4-
CH
ORD
+88.00 -L-@ PL
v
v
SOIL
48" WW
&1SBW
GR
B
1�SFD
B
2SELEC
2SELEC
2SELE
C
2SELEC
GR
W
W/LT
CONC
GR
PLANTER
2SELEC
2SELEC
SR 2523
YA
NCE
YVIL
LE
RD 22’ B
ST
GR
GR
GR
1SFD
S
S
RUINS
RUIN
S
RUINS
48" WW
S
B
1SFD
W
8"
CO
NC
1SFD
TIM
BE
R
LA
NDS
CAPE
12"
CO
NC
S
48" C
HL
WD
ABAND
1SFD
S
S
G
1SFD
1SFD
1SFD
GR
CONC
10’ CONC
W
CO
NC
2SFD
GR
15"
CO
NC
15"
CO
NC
12"
CO
NC
12"
CO
NC
GR
1SFD
1SFD
48" WW&3SBW
ABAND
GR
12"
CO
NC
2SF
D GR
12"
CO
NC
10"
CO
NC
9’ CONC
9’ CONC
1SF
D
SOIL
ABAND
12"
CO
NC
1SB
KD 12
" C
ON
C
10"
CO
NC
GR 30"
C&
G
72" CHL
1SFD
DK
GR
2SFD
GR
S
15"
CO
NC
30" C&G
30" C&G
30" C&G
30" C&G
PEACH ORCHARD BST
POLE
FLAG
POLE
FLAG
2SELEC
2SELEC
ABAND
GR
SOIL
SOIL
SOIL
SOIL
LT
LT
LT
BARRIER
CONC
24" C&G
LT
CO
NC
SOIL
SOIL
SOIL
DK
WD
DK
WD
DK
WD
GA
TE
48"
WW
W
LT
60" CONC
S
S
GR
GR
WD
2SFA
PT
2SFAPT
2SFAPT
2SFAPT
2SF
APT
CONC
BSTLT
42"
WD
RAIL
42"
WD
RAIL
42" WD RAIL
BST
BST
72" CHL
v
v
v
2SFAPT
S
2SFAPT
SOIL
3SBKAPT
POND
RIP
RAP
18" CMP
72" CHL
48"
CHL
54" CONC
RISER
WE 813.0’
-BL-28 PINC 99+93.41
-B
L-29 PIN
C 10
5+20.0
8
-B
L-30
PIN
C 110
+03.3
7
-BL-31 PINC 114+37.30
-B
L-32 PIN
C 117
+54.3
0
-B
L-33 PIN
C 12
2+99.6
6
-BL-34 PINC 127+37.41
U252
5C-4 PIN
C 3
0+03.04
NAIL SET
ELEV=776.57
-T3-137 5+00.00 POTA
-BY4- PINC 22+78.51
S86°01’02"W
7.07’
N85°58’24"E
297.30’S86°01’02"W297.06’
6.84’
N85°43’27"E
399.64’
0.2
9’
7.4
0’
N86°15’56"E
303.63’
N86°08’06"E303.56’
N86°
08’0
6"E
377.96’
S85°43’32"W746.74’
S85°43’32"W
179.75’
S85°43’32"W369.14’
S01°26’2
7"W
108.3
5’
0.36’S00°4
6’5
0"W
99.3
7’
S06°2
6’3
7"W
422.7
1’
N00°3
9’0
6"E
154.9
1’
N04°2
0’0
0"W
175.0
0’
S85°40’00"W746.74’
S00°17’0
4"E
56.3
8’
S86°15’56"W303.57’
S00°17’0
4"E
49.2
9’
N00°2
5’15"W
S16
°31’54"E
194.0
0’
N89°53’41"E
952.04’
S85°38’19"E
48.81’
S50°4
0’4
4"E
71.3
1’
S17
°52’0
3"E
90.0
3’
S12
°59’2
7"E
79.0
8’
S20°0
1’42"E
28.0
0’
S47°2
7’2
0"E
200.0
0’
S35°3
2’12
"E
31.0
8’
S31°12
’13"E
119.0
6’
N61°12’02"E
123.10’
20’ S
ANIT
AR
Y SE
WE
R E
ASE
ME
NT
20’ SANIT
ARY SE
WER EASE
MENT
EIP-R/
W
EIP
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EIP-R/
W
N89°3
1’10"E
EIP
EIP-R/W
6.48’
N86°08’06"E
EIP
LINDA J. PICKARDMARK J. &
DB 3794 PG 78
DB 4882 PG 304NCDOT
EIP
EIP-R/W
7.27’N86°15’56"E
EIP
EIP
EIP-R/W
N85°58’24"E
EIP-R/W
S85°51’56"W243.41’
DB 1845 PG 236
HAILEY INGOLD
VERNON &
N89°26’54"W
243.33’
S00°0
7’0
4"E
56.8
0’
S00°0
7’0
4"E
56.8
0’
S85°51’56"W54.15’
S85°51’56"W1051.22’
S85°36’50"W200.40’
S85°43’06"W
200.97’
MELISSA ELLIS TUCKER
DB 4336 PG 1895
5.4
0’
DORIS M. BARLEY
EULISS A. &
DB 2011 PG 496
NCDOT
DB 4405 PG 1502
N85°43’27"E
EIP-R/W
0.44’
20’ UTILITY EASEMENT
20’
UTILIT
Y
EASE
ME
NT
S85°4
3’3
2"W
EIP-R/
W
EIP
15’ INGRESS & EGRESS EASEMENT
15’ INGRESS & EGRESS EASEMENT
20’ UTILITY EASEMENT
NCDOT
S45°26
’40"W
241.98’
N01°5
6’12
"W953.2
1’
S01°5
6’12
"E927.8
7’
S58°29’54"W
1010.74’
EXISTING R/W
EXISTING R/W
N04°2
8’5
4"E
90.4
1’
ANDRA
M. M
OTLEY
MICHA
EL A. M
OTLEY
DB 4872 PG 1598
DB 4267 PG 1377
PEACH ORCHARD LIMITED PARTNERSHIP
NHC PARTNERSHIP 7, L.P.DB 4614 PG 910
DB 2526 PG 717
APP
RO
XIM
AT
E
LO
CA
TIO
N
OF 12
0’
DR
AIN
AG
E
MAIN
TE
NA
NC
E
&
UTILIT
Y
EA
SE
ME
NT
S03°0
1’08"E
203.8
6’
S02°0
9’0
4"E
197.15’
S02°3
7’2
8"E
189.5
1’
EXISTING R/W
EXISTING R/W
30’ P
UBLIC A
CCESS
EASEMENT
AND UTILITY EASEMENT
DRAINAGE MAINTENANCE
15’ ACCESS EASEMENT
20’ UTILITY EASEMENT
20’ UTILITY EASEMENT
20’ UTILITY EASEMENT
DB 1923 PG 588
NO REFERENCE
S84°48’16"W370.44’
N85°43’06"E196.63’
N85°43’06"E
995.96’
N86°21’43"E121.51’
N86°21’43"E103.66’
N86°21’43"E147.10’
S03°5
3’2
2"E
120.8
4’
CATHY S. S
WAYNGIM
60.00’
MARK C. HARRIS
CATHY S. SWAYNGIMDB 2526 PG 717
CLETA N. BARLEY
JAMES B. &
DB 1073 PG 423
CLETA N. BARLEY
JAMES B. &
DB 1073 PG 423
JOSEPH C. SMITH
NCDOT
NO REFERENCE
KAREN M. SMITH
MARK EDWARD MILLAWAY
DB 3620 PG 1333
ANDRA M. MOTLEY
MICHAEL A. MOTLEY
DB 4872 PG 1598
163.6
9’
N31°5
5’3
7"W
EASEM
ENT
10’ A
CCES
S
PATSY C. SMITHWILLIAM C. SMITH
PATSY C. SMITHWILLIAM C. SMITH
DB 1265 PG 493
DB 4499 PG 1540
UTILITY EASEMENT
DRAINAGE MAINTENANCE &
BLACKTHORN APARTMENTS OF GREENSBORO, LLC
DB 6774 PG 2728
LARRY W. LAMB
DB 6451 PG 1173
BEULAH MAE COCKMAN L/T
WILLOW PARTNERS, LLC
DB 5891 PG 2136
NORTH CAROLINA DEPT. OF TRANSPORTATION
DB 5871 PG 2135
OF TRANSPORTATION
NORTH CAROLINA DEPT.
DB 6827 PG 2804
OF TRANSPORTATION
NORTH CAROLINA DEPT.
DB 6827 PG 2804
OF TRANSPORTATION
NORTH CAROLINA DEPT.
DB 6827 PG 2804
LARRY L. H
OWELL
DB 6106 PG 0576
LARRY L. HOWELL
DB 6106 PG 0576
JOSEPH C. SMITH
DB 5890 PG 3044
DB 4751 PG 51
DAVID C. BALDWINDB 6626 PG 2804
S87°3
0’5
4"W
400.30’
77.6
4’
200.01’
200.87’
0.6
5’
200.11’
114.15’
PG 482
DB 1346
39.0
6’ +59.86
29.86’ +8
8.03
28.0
3’ +51.5
2
26.98’ +2
0.63
28.49’ +9
7.64
29.91’ +3
3.84
35.16’
+70.86
30.87’ +3
3.51
122.9
5’
+17.4
4
80.4
8’
+94.7
4
UN
KN
OW
N
HI
c
O
F
FF
}
H
a
IH
a
a
b
IH
O
4" PL
ASTIC
16"
DIP
16"
DIP
12"
DIP
4" PL
ASTIC
2" PLASTIC
8" DIP
4
UNKNO
WN SIZ
E & TYPE
d
d
8" P
LASTIC
8" P
LA
STIC
UNKNOWN
END
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
F
FF
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F F F F F
F
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C CC
CC
CC
C
C
C
C
C
C
C
C
C
C
C
CC
CC C C
C
C
C
C
C
C
C
C C C CC
CC
C
C
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
z
z
z
{N
AD 83/ 9
5
N
(U-2525C) INTERCHANGE ANALYSIS
-L-
-L-
YANCEYVILLE RD.SR 2523
YANCEYVILLE RD.SR 2523
-L- & YANCEYVILLE RD.
0000
(2030) ADT
16100
0000
16600
23002400
00000000
2100
0000
3100
0000
70300
0000
69200
0000
TO PLOT 34"(HALF SIZE)
13-
MA
Y-2013 08:12
R:\
Road
way\
Proj\u2525c_rdy_psh14a_.d
gn
$$$$
US
ER
NA
ME$$$$
LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
0
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6/2/99
TO
PLO
T FU
LL SIZ
E 62"X34"
TO
PLO
T FU
LL SIZ
E 62"X34"
TO PLOT 34"(HALF SIZE)
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
50 25 50 100
(2018) ADT
14AU-2525C
SEE SHEET 89 FOR -Y4DET- PROFILE
+18.95 -Y4RPC-90.00 (RT)
233.24 (RT)
+28.95 -Y4RPC-90.00 (RT)
+77.00 -Y4-50.00 (RT) +35.15 -Y4-
50.00 (LT)
+76.26 -Y4-50.00 (LT)
50.00 (LT)+66.26 -Y4-
150.00’ (LT)+03.09 -L-
50.00’ (LT)@ PL
CHO
RD
50.00 (LT)@ EXIST. R/W
@ PL
+60.00 -L-
150.00’ (LT)
+00.00 -L-160.00’ (LT)
+50.00 -L-177.00’ (LT)
+00.00 -L-178.00’ (LT)
+50.00 -L-178.00’ (LT)
+11.00 -L-173.00’ (LT)
+50.00 -Y4-54.00’ (RT)
+50.00 -Y4-65.00’ (RT)
87.00 (RT)
@ PROP. R/W
@ EXIST. R/W97.00 (LT)
+00.00 -Y4-57.00 (LT)
92.00 (LT)
+05.00 -Y4-
CH
ORD
+88.00 -L-@ PL
v
v
SOIL
48" WW
&1SBW
GR
B
1�SFD
B
2SELEC
2SELEC
2SELE
C
2SELEC
GR
W
W/LT
CONC
GR
PLANTER
2SELEC
2SELEC
SR 2523
YA
NCE
YVIL
LE
RD 22’ B
ST
GR
GR
GR
1SFD
S
S
RUINS
RUIN
S
RUINS
48" WW
S
B
1SFD
W
8"
CO
NC
1SFD
TIM
BE
R
LA
NDS
CAPE
12"
CO
NC
S
48" C
HL
WD
ABAND
1SFD
S
S
G
1SFD
1SFD
1SFD
GR
CONC
10’ CONC
W
CO
NC
2SFD
GR
15"
CO
NC
15"
CO
NC
12"
CO
NC
12"
CO
NC
GR
1SFD
1SFD
48" WW&3SBW
ABAND
GR
12"
CO
NC
2SF
D GR
12"
CO
NC
10"
CO
NC
9’ CONC
9’ CONC
1SF
D
SOIL
ABAND
12"
CO
NC
1SB
KD 12
" C
ON
C
10"
CO
NC
GR 30"
C&
G
72" CHL
1SFD
DK
GR
2SFD
GR
S
15"
CO
NC
30" C&G
30" C&G
30" C&G
30" C&G
PEACH ORCHARD BST
POLE
FLAG
POLE
FLAG
2SELEC
2SELEC
ABAND
GR
SOIL
SOIL
SOIL
SOIL
LT
LT
LT
BARRIER
CONC
24" C&G
LT
CO
NC
SOIL
SOIL
SOIL
DK
WD
DK
WD
DK
WD
GA
TE
48"
WW
W
LT
60" CONC
S
S
GR
GR
WD
2SFA
PT
2SFAPT
2SFAPT
2SFAPT
2SF
APT
CONC
BSTLT
42"
WD
RAIL
42"
WD
RAIL
42" WD RAIL
BST
BST
72" CHL
v
v
v
2SFAPT
S
2SFAPT
SOIL
3SBKAPT
POND
RIP
RAP
18" CMP
72" CHL
48"
CHL
54" CONC
RISER
WE 813.0’
-BL-28 PINC 99+93.41
-B
L-29 PIN
C 10
5+20.0
8
-B
L-30
PIN
C 110
+03.3
7
-BL-31 PINC 114+37.30
-B
L-32 PIN
C 117
+54.3
0
-B
L-33 PIN
C 12
2+99.6
6
-BL-34 PINC 127+37.41
U252
5C-4 PIN
C 3
0+03.04
NAIL SET
ELEV=776.57
-T3-137 5+00.00 POTA
-BY4- PINC 22+78.51
S86°01’02"W
7.07’
N85°58’24"E
297.30’S86°01’02"W297.06’
6.84’
N85°43’27"E
399.64’
0.2
9’
7.4
0’
N86°15’56"E
303.63’
N86°08’06"E303.56’
N86°
08’0
6"E
377.96’
S85°43’32"W746.74’
S85°43’32"W
179.75’
S85°43’32"W369.14’
S01°26’2
7"W
108.3
5’
0.36’S00°4
6’5
0"W
99.3
7’
S06°2
6’3
7"W
422.7
1’
N00°3
9’0
6"E
154.9
1’
N04°2
0’0
0"W
175.0
0’
S85°40’00"W746.74’
S00°17’0
4"E
56.3
8’
S86°15’56"W303.57’
S00°17’0
4"E
49.2
9’
N00°2
5’15"W
S16
°31’54"E
194.0
0’
N89°53’41"E
952.04’
S85°38’19"E
48.81’
S50°4
0’4
4"E
71.3
1’
S17
°52’0
3"E
90.0
3’
S12
°59’2
7"E
79.0
8’
S20°0
1’42"E
28.0
0’
S47°2
7’2
0"E
200.0
0’
S35°3
2’12
"E
31.0
8’
S31°12
’13"E
119.0
6’
N61°12’02"E
123.10’
20’ S
ANIT
AR
Y SE
WE
R E
ASE
ME
NT
20’ SANIT
ARY SE
WER EASE
MENT
EIP-R/
W
EIP
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EIP-R/
W
N89°3
1’10"E
EIP
EIP-R/W
6.48’
N86°08’06"E
EIP
LINDA J. PICKARDMARK J. &
DB 3794 PG 78
DB 4882 PG 304NCDOT
EIP
EIP-R/W
7.27’N86°15’56"E
EIP
EIP
EIP-R/W
N85°58’24"E
EIP-R/W
S85°51’56"W243.41’
DB 1845 PG 236
HAILEY INGOLD
VERNON &
N89°26’54"W
243.33’
S00°0
7’0
4"E
56.8
0’
S00°0
7’0
4"E
56.8
0’
S85°51’56"W54.15’
S85°51’56"W1051.22’
S85°36’50"W200.40’
S85°43’06"W
200.97’
MELISSA ELLIS TUCKER
DB 4336 PG 1895
5.4
0’
DORIS M. BARLEY
EULISS A. &
DB 2011 PG 496
NCDOT
DB 4405 PG 1502
N85°43’27"E
EIP-R/W
0.44’
20’ UTILITY EASEMENT
20’
UTILIT
Y
EASE
ME
NT
S85°4
3’3
2"W
EIP-R/
W
EIP
15’ INGRESS & EGRESS EASEMENT
15’ INGRESS & EGRESS EASEMENT
20’ UTILITY EASEMENT
NCDOT
S45°26
’40"W
241.98’
N01°5
6’12
"W953.2
1’
S01°5
6’12
"E927.8
7’
S58°29’54"W
1010.74’
EXISTING R/W
EXISTING R/W
N04°2
8’5
4"E
90.4
1’
ANDRA
M. M
OTLEY
MICHA
EL A. M
OTLEY
DB 4872 PG 1598
DB 4267 PG 1377
PEACH ORCHARD LIMITED PARTNERSHIP
NHC PARTNERSHIP 7, L.P.DB 4614 PG 910
DB 2526 PG 717
APP
RO
XIM
AT
E
LO
CA
TIO
N
OF 12
0’
DR
AIN
AG
E
MAIN
TE
NA
NC
E
&
UTILIT
Y
EA
SE
ME
NT
S03°0
1’08"E
203.8
6’
S02°0
9’0
4"E
197.15’
S02°3
7’2
8"E
189.5
1’
EXISTING R/W
EXISTING R/W
30’ P
UBLIC A
CCESS
EASEMENT
AND UTILITY EASEMENT
DRAINAGE MAINTENANCE
15’ ACCESS EASEMENT
20’ UTILITY EASEMENT
20’ UTILITY EASEMENT
20’ UTILITY EASEMENT
DB 1923 PG 588
NO REFERENCE
S84°48’16"W370.44’
N85°43’06"E196.63’
N85°43’06"E
995.96’
N86°21’43"E121.51’
N86°21’43"E103.66’
N86°21’43"E147.10’
S03°5
3’2
2"E
120.8
4’
CATHY S. S
WAYNGIM
60.00’
MARK C. HARRIS
CATHY S. SWAYNGIMDB 2526 PG 717
CLETA N. BARLEY
JAMES B. &
DB 1073 PG 423
CLETA N. BARLEY
JAMES B. &
DB 1073 PG 423
JOSEPH C. SMITH
NCDOT
NO REFERENCE
KAREN M. SMITH
MARK EDWARD MILLAWAY
DB 3620 PG 1333
ANDRA M. MOTLEY
MICHAEL A. MOTLEY
DB 4872 PG 1598
163.6
9’
N31°5
5’3
7"W
EASEM
ENT
10’ A
CCES
S
PATSY C. SMITHWILLIAM C. SMITH
PATSY C. SMITHWILLIAM C. SMITH
DB 1265 PG 493
DB 4499 PG 1540
UTILITY EASEMENT
DRAINAGE MAINTENANCE &
BLACKTHORN APARTMENTS OF GREENSBORO, LLC
DB 6774 PG 2728
LARRY W. LAMB
DB 6451 PG 1173
BEULAH MAE COCKMAN L/T
WILLOW PARTNERS, LLC
DB 5891 PG 2136
NORTH CAROLINA DEPT. OF TRANSPORTATION
DB 5871 PG 2135
OF TRANSPORTATION
NORTH CAROLINA DEPT.
DB 6827 PG 2804
OF TRANSPORTATION
NORTH CAROLINA DEPT.
DB 6827 PG 2804
OF TRANSPORTATION
NORTH CAROLINA DEPT.
DB 6827 PG 2804
LARRY L. H
OWELL
DB 6106 PG 0576
LARRY L. HOWELL
DB 6106 PG 0576
JOSEPH C. SMITH
DB 5890 PG 3044
DB 4751 PG 51
DAVID C. BALDWINDB 6626 PG 2804
S87°3
0’5
4"W
400.30’
77.6
4’
200.01’
200.87’
0.6
5’
200.11’
114.15’
PG 482
DB 1346
39.0
6’ +59.86
29.86’ +8
8.03
28.0
3’ +51.5
2
26.98’ +2
0.63
28.49’ +9
7.64
29.91’ +3
3.84
35.16’
+70.86
30.87’ +3
3.51
122.9
5’
+17.4
4
80.4
8’
+94.7
4
UN
KN
OW
N
HI
c
O
F
FF
}
H
a
IH
a
a
b
IH
O
4" PL
ASTIC
16"
DIP
16"
DIP
12"
DIP
4" PL
ASTIC
2" PLASTIC
8" DIP
4
UNKNO
WN SIZ
E & TYPE
d
d
8" P
LASTIC
8" P
LA
STIC
UNKNOWN
END
z
z
z
{
10
15
20
PI Sta 22+10.21
T = 122.57’
R = 1,500.00’
SE = .04
DPI Sta 19+00.97
T = 188.64’
R = 1,500.00’
SE = .04
DPI Sta 13+97.78
T = 133.31’
SE = .04
D
-Y4DET-
PI Sta 11+33.31
T = 133.31’
SE = .04
D
L = 244.60’L = 375.30’L = 264.47’
R = 850.00’
L = 264.47’
R = 850.00’
.015
.015
.015
.004
.004
25’
INC.
TYP.
+39.47
+95.19
+26.97
+38.51
25’
INC.
TYP.
+20.61
INC.
TYP.25’
+20.67
25’
INC.
TYP.
+64.62
+13.42
+54.62
25
30
35
N 0° 0
7’ 01.2"
W
395390 400 405 410 415
PIs Sta 35+06.32s = 4° 59’ 33.3"F
Ls = 210.00’
LT = 140.06’
ST = 70.05’
PI Sta 37+14.67= 13° 06’ 17.8" (RT)D
D = 4° 45’ 17.4"
L = 275.61
T = 138.41’
R = 1,205.00’
PIs Sta 39+21.93s = 4° 59’ 33.3"F
Ls = 210.00’
LT = 140.06’
ST = 70.05’
-Y4-
SE = .04
FF
-Y4- POT Sta. 28+98.81
.01
.00
.01
.02
.03
.04
.04
.03
.02
.02
.03
.04
.04
.03
.02
.01
22’
2’ PS2’ PS
-Y4DET- PRC Sta. 12+64.47
-Y4DET- PC Sta. 10+00.00
-Y4- POT Sta. 22+60.00=
-Y4DET- PT Sta. 15+28.94
-L- POT Sta. 401+67.12=
-Y4DET- POT Sta. 15+98.85
-Y4DET- PC Sta. 17+12.34
-Y4DET- PRC Sta. 20+87.64
-Y4DET- PT Sta. 23+32.24
-Y4- SC Sta. 35+76.26=
-L- POT Sta. 400+72.19=
-Y4- TS Sta. 33+66.26
BEGIN CONSTRUCTION
+04.57
END CONSTRUCTION
+39.56
DESIGN = 40 MPHV
SR 2523
YA
NCE
YVIL
LE
RD 22’ B
ST
2’ PS
2’ PS
2’ PS
2’ PS
50’
PS TRA
NS.
PS TR
ANS.
50’
F
CC
CC
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
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C
C
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
15 U-2525C
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SEE SHEET 50 FOR -L- PROFILE
SEE S
HEET 14
MA
TC
HLIN
E -L- STA. 415
+00.0
0SEE S
HEET 14
-Y4
RPA- STA. 15
+20.0
0
MA
TC
HLIN
E
MA
TC
HLIN
E -L- STA. 429+
00.0
0 SEE S
HEET 16
SEE SHEET 80 FOR -Y4RPA- PROFILE
300’ TAPER
-Y4RPA-
ME
DIA
N
36’
46’
ME
DIA
N
36’
12’ PS
12’ PS
36’
46’
ME
DIA
N36’
12’ PS
12’ PS
36’
ME
DIA
N
46’
36’
.02
.03
.04
.05
.06
.07
.08
TYP.
INC.
26.25’
+77.8
8
-L- POTSta. 420+06.07 OFF 59’
+06.0
7
+06.0
7
12’ PS
SE = .08
15
R = 1,440.00’
PI Sta 16+23.22
D
L = 486.02’
T = 245.35’ST = 70.04’
PIs Sta 13+07.91
F
Ls = 210.00’
LT = 140.04’
-Y4RPA- POT Sta. 10+00.00-Y4RPA- TS Sta. 11+67.88
-Y4RPA- SC Sta. 13+77.88
10
415 420 425
12’ PS
GRAU-350 CAT-1
GRAU-350
GRAU-350
CAT-1
8:1 8:1
8:1
14’ PS
14’ PS 14’ PS
14’ PS 14’ PS
.02
.02 .02
.02
@ PL
150.00’ (LT)
+00.00 -L-
160.00’ (LT)
+41.00 -L-
150.00’ (LT)
SOIL
SOIL
SOIL
SOIL
SOIL
3SBW
3S
BW
3SBW
NCMAP
generate
d by
This
cell is
NC
MA
P
generated by
This cell is
NCMAP
generate
d by
This
cell is
NCMAP
generate
d by
This
cell is
NC
MA
P
generated by
This cell is
NCMAP
generate
d by
This
cell is
NCMAP
generate
d by
This
cell is
NC
MA
P
generated by
This cell is
NC
MA
P
generated by
This cell is
-B
L-35 PIN
C 13
2+48.0
6
-B
L-36
PIN
C 13
5+32.7
1
-B
L-37 PIN
C 14
1+15.6
6
ELEV.792.13’
237.92’ RIGHT
-BL- STA 132+64.11
BM #8
\
-BL-
PIN
C 131+10.14
N58°05’14"E
327.51’
N00°3
6’4
6"E
34.8
8’
N00°3
8’0
9"E
298.0
1’
EIP
REB
S89°24’23"E895.83’
N61°12’02"E
654.92’
DB 5691 PG 529
CITY OF GREENSBORO
EXISTI
NG R/
W
N25°0
0’2
9"W
126.3
3’
S02°4
1’53"W
165.6
4’
S57°46’18"W
140.77’
S78°13’39"E
173.6
2’
N09°5
1’53"W
24.5
4’
PROJECT HOMESTEAD
DB 4600 PG 1033
DB 4928 PG 1872
JANET OPOKU
KEN CONSTANT
N09°3
6’3
5"W
68.9
1’
N10
°22’2
0"W
34.9
4’
S59°19’09"W
1233.98’
N59°19’11"E
1115.10’
20’ S
ANIT
AR
Y SE
WER E
ASE
ME
NT
APP
RO
XIM
AT
E
LO
CA
TIO
N
OF 12
0’
DR
AIN
AG
E
MAIN
TE
NA
NC
E
&
UTILIT
Y
EA
SE
ME
NT
30’ P
UBLIC A
CCESS
EASEMENT
DB 3654 PG 784
SHARON M. CHAPPEL
ELM\EMER A. McADOO JR
N89°28’56"W547.96’
N89°07’05"W96.62’
S37°4
5’4
1"E
125.8
6’
S57°46’18"W
115.5’S57°46’06"W
147.1’
N43°09
’27"E
176.46
’ N25°0
0’2
9"W
89.9
6’
NCDOT
NO REFERENCE
NCDOT
NO REFERENCENCDOT
NO REFERENCE
NHC PARTNERSHIP 7, L.P.DB 4614 PG 910
394’ DUKE POWER R/W
394’ DUKE POWER R/W
PROJECT HOMESTEAD
DB 4600 PG 1033
DB 3957 PG 929
VIRGINIA W. CHURCH
GARY S. &
LYUDMILA P. HUTCHENS
HOWARD L. HUTCHENS &
DB 6057 PG 2353
INEZ R. TURNER
DB 6719 PG 2981
HRATCHFORD, LLC
DB 6684 PG 1983
d
d
8" P
LASTIC
8" P
LASTIC
8"
PL
AS
TIC
UNKNOWN
END
F
C
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
z
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{
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
16 U-2525C
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SEE SHEET 50 FOR -L- PROFILE
MA
TC
HLIN
E -L- STA. 429+
00.0
0 SEE S
HEET 15
MA
TC
HLIN
E -L- STA. 443+
00.0
0 SEE S
HEET 17
SEE SHEETS C-1 THRU C-? FOR CULVERT PLANS
-L-
ME
DIA
N
36’
ME
DIA
N
46’
36’
12’ PS
12’ PS
36’
36’
46’
ME
DIA
N
12’ PS
TYPICAL
66.67’ INC.
+13.5
4
36’
46’
36’
12’ PS
12’ PS
12’ PS
SE = .03
ST = 66.67’
PIs Sta 435+13.54
F
Ls = 200.00’
LT = 133.33’
R = 7,500.00’
PI Sta 469+05.74
D
L = 6,260.33’
T = 3,325.53’
430
-L-
TS
Sta. 433
+80.2
1
-L-
SC Sta. 435+80.2
1
435
440
GRAU-350
CAT-18:1
8:1
14’ PS
14’ PS
12’ PS
.02
.02
.03
.03
.02
.02
.01
.00
.01
.02
.03
.03
GRAU-350
CAT-18:1
8:1
150.00 (RT)+80.21 -L-
150.00 (RT)+80.21 -L-
150.00’ (LT)+80.21 -L-
CHORD
150.00’ (LT)+80.21 -L-
CHORD
+00.00 -L-160.00’ (LT)
170.00’ (LT)+50.00 -L-
+76.00 -L-150.00’ (LT)
@ EXIST. PL176.00 (RT)
+50.00 -L-65.00 (RT)
+50.00 -L-150.00 (RT)
4SBW
4SBW
B
5SB
W
5SB
W
48" WW
GR1SBKD
DK
WD
GR
5SB
W
5SBW
S
B
72"
WD
CONC
15"
W
POND
DK
GR
5SB
W
5SBW
5SBW
5S
BW
12"
PL
AS
TIC
WE 819.3
-BL-38 PIN
C 145+33.3
5
-B
L-39 PIN
C 14
8+48.6
9
-B
L-40
PIN
C 15
0+81.4
1
ELEV.816.23’
221.66’ RIGHT
-BL- STA 144+87.79
BM #9
\
DB 2559 PG 663
VIRGINIA W. CHURCHGARY S. &
S89°44’45"E
2180.38’
APPROXIM
ATE LOCATIO
N OF 15’ SANIT
ARY SE
WER EASE
MENT
S89°46’09"E
1203.20’
S89°46’09"E1010.17’
N89°46’09"W662.00’
N00°13’5
1"E
70.4
2’
N89°46’09"W
334.00’
S00°13’5
1"W
130.4
2’
EIP
S01°2
1’53"E
505.2
9’
S89°23’53"E28.96’
N89°18’45"W177.84’
APP
RO
XIM
AT
E
LO
CA
TIO
N
OF 20’
SA
NIT
AR
Y
SE
WE
R
EA
SE
ME
NT
AP
PR
OXIM
AT
E
LO
CA
TIO
N
OF 20’
SA
NIT
AR
Y
SE
WE
R
EA
SE
ME
NT
N57°46’18"E
238.13’
PROJECT HOMESTEAD
DB 4600 PG 1033
NCDOT
NO REFERENCE
SHARON M. CHAPPEL
ELM\EMER A. McADOO JR
DB 3654 PG 784
DB 3957 PG 929
VIRGINIA W. CHURCH
GARY S. &
DB 3957 PG 929
VIRGINIA W. CHURCH
GARY S. &
DB 4516 PG 43
NCDOT
PROJECT HOMESTEAD
DB 6966 PG 2770
SHARON MCADOO CHAPPEL F/T
DB 6254 PG 0132
GARY S. CHURCH
PATTI CHURCH PHILLIPS
148.89’
139.0
8’
55.90’
206.97’
87.91’
CH=
CH=
CH=14.69’
R=550.00’
R=100.00’
R=60.00’
120.0
7’
1009.91’
DB 3957 PG 929
VIRGINIA W. CHURCH
GARY S. &
DB 3957 PG 929
VIRGINIA W. CHURCH
GARY S. &
8.8
6’
+33.5
7
234.89’ +6
0.49
FF
10"
DIP
d
d
d
d
d
8" P
LA
STIC
8" T
YPE U
NKN
OW
N
8" TYPE UNKNO
WN
8"
DIP
8"
TY
PE
UN
KN
OW
N
8"
TYP
E
UN
KN
OW
N
8" T
YP
E
UN
KN
OW
N
UNKNOWN
END
UNKNOWN
END
UNKNOWN
END
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
F
F
F
F
F
C
F
C
C
C
12" P
LA
STIC
15" CONC
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
17 U-2525C
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
MA
TC
HLIN
E -L- STA. 443+
00.0
0 SEE S
HEET 16
MATCHLINE -Y5- STA. 27+00.00 SEE SHEET 35
MA
TC
HLIN
E -L- STA. 457+
00.0
0 SEE S
HEET 18
SEE SHEET 51 FOR -L- PROFILESEE SHEET 2-J FOR BRIDGE SKETCH
SEE SHEET 83 FOR -Y5- PROFILESEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANS
NOTE: SEE CROSS-SECTIONS AND ROADWAY STANDARD DRAWINGS,STD. NO. 865.01, SHEET 1 FOR SPECIAL MEDIAN GRADING.
340’ FULL LANE300’ TAPER
-L-
PI Sta 19+96.46
= 3° 12’ 21.5" (LT)D
D = 1° 05’ 06.5"
L = 295.44’
T = 147.76’
R = 5,280.00’
PI Sta 27+08.79
= 18° 50’ 52.0" (LT)D
D = 6° 21’ 58.3"
L = 296.06’
T = 149.38’
R = 900.00’
-Y5-
-Y6RPC-
12’ PS
12’ PS
12’ PS
12’ PS
12’ PS
36’
36’
46’
ME
DIA
N
.03
.04
.05
.06
.07
.08
TYP.
INC.
26.25’
SE = .03
-L-
PO
CSta. 452
+82.3
4
OF
F 59’
48’
N 3° 5
9’ 0
5.9" E
20
25
-Y5- POTSta. 22+29.98
+05.0
0
22’
-Y5- STA. 17+00.00BEGIN CONSTRUCTION
24’
50’ TAPER
LT &
RT
N 7° 11’ 27.4" E
.01
+42.3
4
-L- POCSta. 447+77.20=
36’
ME
DIA
N46’
36’
46’
36’
36’
SE = .08
T = 3,325.53’
PI Sta 469+05.74
D
L = 6,260.33’
R = 7,500.00’
10
-Y6
RP
C-
ST
Sta. 10
+00.0
0
-Y6
RP
C-
SC Sta. 12
+10.0
0
PIs Sta 11+28.71
F
F
Ls = 210.00’
LT = 128.71’
ST = 81.41’
PI Sta 16+23.95
D
L = 806.17’
T = 413.95’
R = 1,440.00’
445 455
450
4’ PS
GRA
U-350
GRA
U-350
GRA
U-350
GRA
U-350
300’ TAPER
12’ PS
4’ PS4’ PS
.00
.01
.02
+65.00
TYP.
INC.
25’
TYP.
INC.
25’
+43.00
+50.00
.02
.01.03
.03
.03
.02
.03
.04
.03
.03
.02
.02
.02
.02
15’ R
15’ R
15’ R
15’ R
15’ R
15’ R
15’ R
8:1
8:1
8:1
8:1
-Y5- PCSta. 25+59.41
-Y5- PTSta. 21+44.14
-Y5- PCSta. 18+48.70
.02
.02
IAU TYPE 350 (NG) IAU TYPE 350 (NG)
-L- STA. 444+84.00BEGIN SPECIAL MEDIAN GRADING
-L- STA. 450+71.00END SPECIAL MEDIAN GRADING
150.00 (RT)
150.00 (RT)150.00 (RT)+82.34 -L-
+10.00 -Y6RPC-90.00 (RT)
172.00 (RT)+00.00 -L-
183.00 (RT)+50.00 -L-
@ EXIST. R/W
@ EXIST. R/W
CHORD
@ EXIST. PL
55.00’ (RT)
+00.00 -Y5-
@ EXIST. R/W
+50.00 -Y5-58.00’ (RT)
+00.00 -Y5-@ EXIST. R/W
+50.00 -Y5-49.00’ (LT)
+50.00 -Y5-48.00’ (LT)
@ EXIST. R/W
150.00’ (LT)
+65.00 -L-170.00’ (LT)
+50.00 -L-162.00’ (LT)
+48.00 -L-150.00 (RT)
+50.00 -Y5-52.00 (RT)
+50.00 -Y5-51.00 (RT)
85.00 (LT)+50.00 -Y5-
+50.00 -Y5-50.00 (LT)
+16.00 -L-163.00 (RT)
90.00’ (LT)+55.00 -Y5-
5SBW
GR
15" C
ON
C
G
G
W
CONC
CO
NC
1SFD
1SFDGR
12" C
ON
C
ANCHOR
W/LT
GR
1SFD
B
15" C
ON
C
GR
GRW/LT
60" CHL
60" CHL
G
1SFD
15" C
ON
C
15" C
ON
C
5SBW
GR
GR
N. C
HU
RC
H
ST 22’ B
ST
15" C
ON
C
ABAND
GR
GR
BST
CONC
18"
1SF
TRPADS
CONC
A/C ON
GR
1SBLKBUS
S
BST24" C&G
24" C&G
BST
15" C
ON
C
DREWSBURY DR 18’ BST
48" CHL
BST
W/LT
W/
LT
CANOPY
W/LT
W/LT
CO
NC
48" W
D
RAIL
-BL-41 PINC 157+17.72
-BL-42 PINC 161+29.95
-B
L-43 PIN
C 16
7+03.7
1
-BY5-
116
PINC 2
0+92.6
7
-BY5- PINC 16+62.82
\
ELEV.853.79’
191.38’ LEFT
-BY5- STA 11+85.05
BM #10
N88°38’25"W279.21’
N05°15
’30"E
110.0
0’
N01°5
1’47"W
121.6
8’
EIP
EIP
EIP
GWENDOLYN McADOO JONES
DB 1899 PG 289
RE
B
S88°06’33"E291.22’
0.9
8’
EIP-
R/
W
N88°3
8’2
5"W
EXIS
TIN
G
R/
W EXIS
TIN
G
R/
W
EIP
N89°12’08"W
181.15’
0.13
’
EIP
MARJORIE W. CHAMPION
JAY C. &
DB 5004 PG 632
EIP
0.2
7’
0.17
’
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
60.00’
DB 4516 PG 43
DB 3957 PG 929
NCDOT
VIRGINIA W. CHURCH
GARY S. &
EIP
4.0
1’
TIMOTHY A. McADOO
DB 3805 PG 1007
TIMOTHY A. McADOODB 3805 PG 1007
TIM
OT
HY
A. M
cA
DO
O
J. DOUGLAS HENDERSON
DB 4195 PG 342
CANTERBURY SCHOOL
DB 5586 PG 1159
DB 6254 PG 0132
GARY S. CHURCH
PATTI CHURCH PHILLIPS
496.24’
193.17’
142.34’
32.8
4’
33.76’
EIP-
R/
W
0.10
’
30.19’
30.07
’
30.00
’
30.05
’
+63.3
4
+59.0
3
+64.2
6
+82.7
9
c
F
F
O
c
b
c nc
n
n
F
I
H
a
a
4
H
IH
F
6" S
TEEL
20" D
IP
20" D
IP
6" S
TE
EL
6" PIPE
1.25" PLASTIC
400P
R
UN
KN
OW
N
TYP
E
&
SIZ
E
400P
R
UN
KN
OW
N
TYP
E
&
SIZ
E
24" U
NK
NO
WN
TYP
E
24" U
NK
NO
WN
TYP
E
d
d
8" T
YPE
UN
KN
OW
N
UN
KN
OW
N
EN
D
C
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
CC
C C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
18" C
ONC
NA
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$$$$
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
17A U-2525C
SEE SHEET 89 FOR -Y5DET- PROFILE
150.00 (RT)
150.00 (RT)150.00 (RT)+82.34 -L-
+10.00 -Y6RPC-90.00 (RT)
172.00 (RT)+00.00 -L-
183.00 (RT)+50.00 -L-
@ EXIST. R/W
@ EXIST. R/W
CHORD
@ EXIST. PL
55.00’ (RT)
+00.00 -Y5-
@ EXIST. R/W
+50.00 -Y5-58.00’ (RT)
+00.00 -Y5-@ EXIST. R/W
+50.00 -Y5-49.00’ (LT)
+50.00 -Y5-48.00’ (LT)
@ EXIST. R/W
150.00’ (LT)
+65.00 -L-170.00’ (LT)
+50.00 -L-162.00’ (LT)
+48.00 -L-150.00 (RT)
+50.00 -Y5-52.00 (RT)
+50.00 -Y5-51.00 (RT)
85.00 (LT)+50.00 -Y5-
+50.00 -Y5-50.00 (LT)
+16.00 -L-163.00 (RT)
90.00’ (LT)+55.00 -Y5-
5SBW
GR
15" C
ON
C
G
G
W
CONC
CO
NC
1SFD
1SFDGR
12" C
ON
C
ANCHOR
W/LT
GR
1SFD
B
15" C
ON
C
GR
GRW/LT
60" CHL
60" CHL
G
1SFD
15" C
ON
C
15" C
ON
C
5SBW
GR
GR
N. C
HU
RC
H
ST 22’ B
ST
15" C
ON
C
ABAND
GR
GR
BST
CONC
18"
1SF
TRPADS
CONC
A/C ON
GR
1SBLKBUS
S
BST24" C&G
24" C&G
BST
15" C
ON
C
DREWSBURY DR 18’ BST
48" CHL
BST
W/LT
W/
LT
CANOPY
W/LT
W/LT
CO
NC
48" W
D
RAIL
-BL-41 PINC 157+17.72
-BL-42 PINC 161+29.95
-B
L-43 PIN
C 16
7+03.7
1
-BY5-
116
PINC 2
0+92.6
7
-BY5- PINC 16+62.82
\
ELEV.853.79’
191.38’ LEFT
-BY5- STA 11+85.05
BM #10
N88°38’25"W279.21’
N05°15
’30"E
110.0
0’
N01°5
1’47"W
121.6
8’
EIP
EIP
EIP
GWENDOLYN McADOO JONES
DB 1899 PG 289
RE
B
S88°06’33"E291.22’
0.9
8’
EIP-
R/
W
N88°3
8’2
5"W
EXIS
TIN
G
R/
W EXIS
TIN
G
R/
W
EIP
N89°12’08"W
181.15’
0.13
’
EIP
MARJORIE W. CHAMPION
JAY C. &
DB 5004 PG 632
EIP
0.2
7’
0.17
’
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
60.00’
DB 4516 PG 43
DB 3957 PG 929
NCDOT
VIRGINIA W. CHURCH
GARY S. &
EIP
4.0
1’
TIMOTHY A. McADOO
DB 3805 PG 1007
TIMOTHY A. McADOODB 3805 PG 1007
TIM
OT
HY
A. M
cA
DO
O
J. DOUGLAS HENDERSON
DB 4195 PG 342
CANTERBURY SCHOOL
DB 5586 PG 1159
DB 6254 PG 0132
GARY S. CHURCH
PATTI CHURCH PHILLIPS
496.24’
193.17’
142.34’
32.8
4’
33.76’
EIP-
R/
W
0.10
’
30.19’
30.07
’
30.00
’
30.05
’
+63.3
4
+59.0
3
+64.2
6
+82.7
9
c
F
F
O
c
b
c nc
n
n
F
I
H
a
a
4
H
IH
F
6" S
TEEL
20" D
IP
20" D
IP
6" S
TE
EL
6" PIPE
1.25" PLASTIC
400P
R
UN
KN
OW
N
TYP
E
&
SIZ
E
400P
R
UN
KN
OW
N
TYP
E
&
SIZ
E
24" U
NK
NO
WN
TYP
E
24" U
NK
NO
WN
TYP
E
d
d
8" T
YPE
UN
KN
OW
N
UN
KN
OW
N
EN
D
18" C
ONC
15
PI Sta 18+41.11
T = 107.48’
SE = .04
D
PI Sta 16+54.15
SE = .04
D
PI Sta 12+47.95
SE = .04
D
-Y5DET-
PI Sta 10+87.32
SE = .04
D
L = 209.23’L = 161.58’L = 150.76’
R = 371.00’
L = 171.52’
R = 371.00’
T = 87.32’ T = 76.43’ T = 82.09’
R = 371.00’ R = 371.00’
20’
INC.
TYP.
+51.52
.03
.035
20’
INC.
TYP.
+95.60
20’
INC.
TYP.
+33.50
20’
INC.
TYP.+
98.72
445 455
450
-L-
PI Sta 19+96.46
= 3° 12’ 21.5" (LT)D
D = 1° 05’ 06.5"
L = 295.44’
T = 147.76’
R = 5,280.00’
PI Sta 27+08.79
= 18° 50’ 52.0" (LT)D
D = 6° 21’ 58.3"
L = 296.06’
T = 149.38’
R = 900.00’
-Y5-
SE = .03
T = 3,325.53’
PI Sta 469+05.74
D
L = 6,260.33’
R = 7,500.00’
-Y5DET- PRC Sta. 11+71.52
20
25
N 7° 11’ 27.4" E
N 3° 59’ 05.9" E
.02
.02
.01
.00
.01
.02
.03
.04
.04
.03
.02
.02
.03
.04
.04
.03
.02
.01
.00
.01
.02
24’
50’
TRA
NS.
50’
TRA
NS.
-Y5DET- PT Sta. 13+22.27
-Y5DET- PC Sta. 10+00.00
-Y5DET- PC Sta. 15+72.05
-Y5DET- PRC Sta. 17+33.63
-Y5DET- PT Sta. 19+42.87
-L- POC Sta. 448+58.16=
-Y5DET- POT Sta. 14+54.24
-Y5- POC Sta. 26+75.00=
-Y5- POT Sta. 17+50.00=
BEGIN CONSTRUCTION
END CONSTRUCTION
DESIGN SPEED = 35 MPHV
-Y5- PC Sta. 18+48.70
-Y5- PT Sta. 21+44.14
-Y5- PC Sta. 25+59.41
2’ PS
2’ PS
2’ PS
2’ PS
2’ PS
2’ PS
F
F
FF
FF
FF
FC
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
C
C
C
C
C
C
C
F
C
C
C
C
C
C
C
F
F
NA
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LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
0
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-2525C
6/2/99
N. ELM
N. ELM
N
(U-2525C) INTERCHANGE ANALYSIS
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
27500
0000
6500
69200
L--
0000
5000
28700
0000
L--
72200
0000
4200
-L- & NORTH ELM ST.
(2030) ADT
0000
0000
10300
0000
0000
KENNETH RD.SR 2370
0000
24100
000
800
MA
TC
HLIN
E -L- STA. 457+
00.0
0 SEE S
HEET 17
SEE SH
EET 37
MATCHLINE -Y6-
STA. 33
+00.00
MA
TC
HLIN
E -L- STA. 485+
00.0
0 SEE S
HEET 19
-Y6- STA. 17+00.00 SEE SHEET 36
MATCHLINE 18
SEE SHEET 2-J FOR BRIDGE SKETCH
SEE SHEET 85 FOR -Y6LPA- PROFILE
(2018) ADT
SEE SHEET 52 FOR -L- PROFILE
PROPOSED SIGNAL
SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANSSEE SHEET 87 FOR -Y6LPC- PROFILESEE SHEET 86 FOR -Y6RPC- PROFILE
SEE SHEETS 84 & 85 FOR -Y6RPA- PROFILESEE SHEETS 83 & 84 FOR -Y6- PROFILE
SEE SHEETS C-1 THRU C-? FOR CULVERT PLANS
AB
C D
-Y6RPC-
-L-
-Y6RPA-
-Y6-
12’ PS
12’ PS
36’
36’
46’
MEDIA
N
12’ PS
12’ PS
TYP.
INC.
33.33’
26’
TYP.
INC.
33.33’
TYP.
INC.
26.25’
PI Sta 24+01.45
= 23° 38’ 31.5" (LT)D
D = 2° 00’ 37.4"
L = 1,176.00’
T = 596.49’
R = 2,850.00’
20
25
30
S 87° 29’ 12.3" W
-Y6- PTSt
a. 29+8
0.96
2’-
6" C
&
G
16’
+16.17
-Y6- POC Sta. 18+99.93=
+40.40
-Y6- POTSta. 30+18.90=
F-F73.5’
26’
17.5’
-Y6- POCSta. 24+51.12
26’26’
6’
100’ TAPER
350’ FULL LANE
300’ TAPER
-Y6- PCSta. 18+04.96
.011
+47.6
7
+92.50
36’
TYP.
INC.
33.33’
1420’ FULL LANE
-Y6LPC- ST Sta. 19+12.97
-Y6LPC- CS Sta. 17+12.97
-Y6LPC- SC Sta. 12+00.00
-L- POC Sta. 469+72.28 OFF 59’
-Y6LPC-
-Y6- POTSta. 29+98.19=
-Y6LPC- POT Sta. 20+66.21
60’ TAPER
-L- POCSta. 470+43.12=
MEDIA
N46’
36’
36’
46’
36’
24’
+60.00
+75.00
+55.00
+51.00
+56.00
SE = .03 SE = .03
SE = .08 SE = .06 SE = .08
SE = .06 SE = .06
15
20
16’
4’ PS
4’ PS
4’ PS
4’ PS
+26.17
+32.4
5
.07
.06
.05
.04
.03
TYP.
INC.
25’
+12.9
7
.07
.05
.03
.08
.06
.04
TYP.
INC.
25’
+75.0
0
G
&
C "6-’
2
Ls = 200.00’
PIs Sta 435+13.54
F
LT = 133.33’
ST = 66.67’
L = 6,260.33’
PI Sta 469+05.74
D
T = 3,325.53’
R = 7,500.00’
PIs Sta 499+07.20
F
Ls = 200.00’
LT = 133.33’
ST = 66.67’
15
20
25
-Y6RP
C-
CS Sta. 20+16.17
-Y6RP
C- S
RS Sta. 22+26.17
-Y6
RP
C- S
C Sta. 24+26.17
-Y6RPC- PT Sta. 26+99.11
-Y6RPC- POT Sta. 28+89.11
PI Sta 16+23.95
D
L = 806.17’
T = 413.95’
R = 1,440.00’
PIs Sta 20+86.20
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PIs Sta 23+59.61
F
Ls = 200.00’
LT = 133.44’
ST = 66.77’
PI Sta 25+63.98
D
L = 272.94’
T = 137.81’
R = 800.00’
-Y6LPC- ST Sta. 10+00.00=
10
PIs Sta 11+32.81
F
F
Ls = 200.00’
LT = 132.81’
ST = 70.01’
PI Sta 16+69.36
D
L = 512.97’
T = 469.36’
R = 230.00’
PIs Sta 17+80.86
F
Ls = 200.00’
LT = 134.68’
ST = 67.89’
475
460
465
470
480
4854’ PS
100’ TAPER5’ OFFSET
100’ TAPER
5’
OFFSET
80’ R
20’ R
26’
4’ OFFSET
80’ R
+11.98
100’ TAPER5’ OFFSET
+97.6
7
4’ PS
20’
CA
T-1 C
AT-1
GR
AU-350
M-350
GRAU-350
CAT-1
M-350
GRAU-350
60’ TAPER
4’
OFFSET
5’
OFFSET
100’ TAPER
2’-
6"
C
&
G
2’-6"
C
&
GG
RA
U-350
237.5’ FU
LL LA
NE
CA
T-1
CA
T-1
ENAL LLUF ’053
10
15
20
-Y6LPA- ST Sta. 10+00.00=
-Y6LPA- SC Sta. 12+00.00
-Y6LPA- ST Sta. 19+27.07
-Y6LPA- CS Sta. 17+27.07
60’ R
60’ TAPER
4’ OFFSET
60’ TAPER
4’
OFFSET
+46.39
+26.8
6
1420’ FULL LANE
GRAU-350
2’-6" C
&
G
4’ P
S20’
-Y6LPA- POT Sta. 20+77.52
15
25
+22.6
5
+72.6
5
+50.0
0
100’ TAPER
36’
350’ FULL LANE
PI Sta 17+14.59
D
L = 655.40’
T = 329.59’
R = 2,500.00’
PIs Sta 21+07.07
F
Ls = 200.00’
LT = 133.34’
ST = 66.68’
PIs Sta 23+73.87
F
Ls = 200.00’
LT = 133.48’
ST = 66.80’
PI Sta 26+15.89
D
L = 343.90’
T = 175.50’
R = 700.00’
-Y6- POC Sta. 18+91.85=-Y6RPA- POT Sta. 29+61.05
-Y6RP
A-
CS Sta. 20+40.40
-Y6RP
A- SRS Sta. 22+40.40
-Y6RP
A- S
C Sta. 24+40.40
20
-Y6RPA- PT Sta. 27+84.30
-Y6LPA-
PIs Sta 11+34.68
F
Ls = 200.00’
LT = 134.68’
ST = 67.89’
PI Sta 17+08.21
D
L = 527.07’
T = 508.21’
R = 230.00’
PIs Sta 17+94.96
F
Ls = 200.00’
LT = 134.68’
ST = 67.89’
SE = .08
.08
.07
.06
.05
.04
.03.0
2.01
.00
.01
.02
.03
25’
TYP.INC.
+25.0
0
25’
TYP.
INC.
+27.0
7
-L- POC Sta. 472+05.24 OFF 59’
-Y6RPA- SC Sta. 13+85.00
8:1
8:1
8:1
8:1
4’ PS
12’ PS
12’ PS
4’ PS
4’ PS
14’ PS
10
.03
.03
.03
.02
.02
.01
.00
.02
.02
.01
NC
NC
.00
.01
.02
.03
.04
.05
.06
.02
.08
.06
.05
.04
.03
.02
.01
.00
.01
.02
.03
.04
.05
.06
.07
.08
.03.03
.02.02
.02.01
.00.02
.03
.02
.02
.03
.04
.05
.04
.06
.03
.02
.03
.04
.05
.06
.07
.08
.06
.05
.04
.03
.02
.01
.00
.01
.02
.03
.04
.05
.06
.03
.03
.06
5’ S
IDE
WA
LK
.05
.06
60’ R
CAT-1
8:1
+85.00 -Y6RPA-
@ PROP. R/W+50.00 -L-
90.00 (RT)+16.17 -Y6RPC-
90.00 (RT)+26.17 -Y6RPC-
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@ PROP. R/W
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150.00’ (LT)+84.51 -L-
150.00’ (RT)+06.12 -L-
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90.00’ (RT)
CHORD
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55.00 (LT)
@ PL
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153.00’ (LT)
+50.00 -L-150.00’ (LT)
+76.00 -L-150.00’ (LT)
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+45.00 -L-212.00’ (LT)
+00.00 -Y6-89.00’ (RT)
+00.00 -Y6-
89.00’ (RT)
+50.00 -Y6-97.00’ (RT)
+50.00 -Y6-101.00’ (RT)
+04.96 -Y6-55.00’ (RT)
+40.00 -Y6RPA-@ PROP. R/W
+60.00 -Y6RPA-
106.00’ (RT)
+60.00 -Y6RPA-124.00’ (RT)
+10.00 -Y6RPA-
136.00’ (RT)
+60.00 -Y6RPA-141.00’ (RT)
+60.00 -Y6RPA-142.00’ (RT)
+10.00 -Y6RPA-
144.00’ (RT)
+10.00 -Y6RPA-123.00’ (RT)
+10.00 -Y6RPA-108.00’ (RT)
+10.00 -Y6RPA-99.00’ (RT)
+60.00 -Y6RPA-90.00’ (RT)
+85.00 -Y6RPC-@ PROP. R/W
+50.00 -Y6RPC-94.00 (RT)
+27.00 -Y6RPC- +00.00 -Y6RPC-111.00 (RT)
+50.00 -Y6RPC-117.00 (RT)
+00.00 -Y6RPC-111.00 (RT)
+03.00 -Y6-77.00 (RT)
+50.00 -Y6-69.00 (RT)
+50.00 -Y6-69.00 (RT)
+50.00 -Y6-82.00 (RT)
85.00 (LT)
61.00 (LT)@ EXIST. R/W
@ EXIST. PL65.00’ (LT)
57.00’ (LT)
155.00’ (RT)+17.00 -L-
167.00’ (RT)+50.00 -L-
+00.00 -L-156.00’ (RT)
169.00’ (RT)+00.00 -L-
+31.00 -L-150.00’ (RT)
150.00’ (RT)+50.00 -L-
+50.00 -L-159.00’ (RT)
155.00’ (RT)@ EXIST. PL
CHORD
18" C&G
18" C&G
CO
NC
CO
NC
G S S
RUINS
CB
60" CONC
60" CONC
30" CMP
30" CMP
30" C
ON
C
15" CONC
CB
30" C
ON
C
36" CONC
CB
FES
CB
24" C
ON
C
18" CONC
18" CONC
CB
DI
RISERS
TO
CB
CB
CONC
72"
CONC
72"
18" C
&G
BST
BST
W/
LT
W/
LT
24" C
&G
24" C
&G
8’ B
ST
BS
T
SR 2352
N
EL
M
ST 55’ B
ST
CB
15" C
ON
C
30" C
ON
C
15" CONC DI
CB
FES
UN
KN
OW
N
OT
HE
R
EN
D
12" C
ONC
12" CONC
30" C
&G
BS
T
SS
12" C
ON
C
RUINS
LT
LT
LT
LT
LT
LT
LT
RO
CK
WA
LLS
WA
LL
RO
CK
BASINCATCH
WE 773.6
LT
LT
LT
LT
15" C
ONC
WW & 1SBW
WW
&
1SB
W
WW
&
1SB
W
30" C
&G
30" C
&G
LT
LT
LT
CO
NC
15"
CB
v
v v
v
v
v
v
v v
v v
S
S
S
S S
S
S
S
S
S
-B
L-44 PIN
C 17
0+99.10
-B
L-45 PIN
C 17
6+81.5
9
-B
L-46
PIN
C 18
0+72.9
0
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L-48 PIN
C 19
0+39.18
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L-49 PIN
C 19
3+66.0
2
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ELEV.768.97’
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BM #11
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96.18
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219.09’
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149.44’ N87°45’16"W
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100.01’
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5’0
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171.2
9’
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5’0
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171.6
9’
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9’13
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502.18
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5’0
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502.6
7’
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202.4
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3’
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75.3
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496.3
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2’4
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499.5
6’
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2’4
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500.3
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384.75’
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5’0
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397.9
4’
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101.0
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147.5
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258.6
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EXISTING R/W
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EIP
2.80’ EIP
DB 3343 PG 507
DB 2133 PG 615
S01°2
2’4
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304.8
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2’4
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306.0
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2’4
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191.12
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PAULINE W. DODSON
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45.0
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AT
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LIN
E
EA
SE
ME
NT
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DB 4969 PG 131
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G
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W
EXISTING 25’ SANITARY SEWER EASEMENT
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DB 3805 PG 1007
S07°2
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420.2
5’
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G R/
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G R/
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TIN
G R/
W
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152.52’
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172.6
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DB 4969 P
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50.49’
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O
]]]]
]]]]
}
O
O
O
O
HII
a
a
}
O
O
O
]]]]
O
O
O
HI
H
O
O
bI
a
4
F} F
FF
F
F
FF
F
FF
4
4
4
12" D
IP
100PR
100
PR
20" C
I
20" C
I
20" C
I
NO
RE
CO
RD
SN
O IN
FO
RM
ATIO
N
MA
NH
OL
E
WIT
H
WA
TE
RLIN
E
12’ D
IP
FO
UN
D IN T
HE FIE
LD
NO E
VID
EN
CE
OF T
HIS LIN
E C
OUL
D
NOT
BE
NOTE: S
HO
WN PER
REC
OR
D
d
d
d
d
d
d
d
d
8" D
IP8" D
IP
8" C
LA
Y
8" C
LA
Y
8" C
LA
Y
8" C
LA
Y
d
8" CLAY
d
8" CLAY
8" C
LA
Y8" C
LA
Y
8" DIP
LINE PLUGGED
AP
PR
OXIM
AT
E
LO
CA
TIO
N
OF 20’ S
EC
TIO
N
OF 8" D
IP
PE
R
RE
CO
RD
S
AP
PR
OXIM
AT
E
LO
CA
TIO
NO
F 20’ S
EC
TIO
N
OF 8" D
IPP
ER
RE
CO
RD
S
UN
KN
OW
N
EN
D
C
C
C
C
F
F
F
F
FF
FF
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
C
F
F
F
F
F
F
FF
FF
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C C
C
C
F
F
F
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C CC
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
CC
C
CC
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
FC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
CF
F
F
F
F
C
F
F
C
C
C
C
TO
RIS
ER
S
60" CONC
60" CONC
15" CONC
15" C
ON
C
36" CONC
CB
FES
CB
CB
CB
30" CMP30" CMP
m
24" C
ON
C
18" CONC18" CONC
m
m
m
15" CONC
CB
CB
CB
CB
30" C
ON
C
m
mm
15" CONC
30" C
ON
C
m
m
30" C
ON
C
FES
UN
KN
OW
N
OT
HE
R
EN
D
12" CONC12" CONC
m
CB
CB
CB
72" CONC72" CONC
z
z
z
{
{
{
NA
D 83/ 9
5
13-
MA
Y-2013 08:13
R:\
Road
way\
Proj\u2525c_rdy_psh19_.d
gn
$$$$
US
ER
NA
ME$$$$
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
19 U-2525C
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SEE SHEET 52 FOR -L- PROFILESEE SHEET 84 FOR -Y6RPA- PROFILE
MA
TC
HLIN
E -L- STA. 485+
00.0
0 SEE S
HEET 18
MA
TC
HLIN
E -L- STA. 499+
00.0
0 SEE S
HEET 20
SEE SHEETS C-1 THRU C-? FOR CULVERT PLANS
300’ TAPER
-Y6RPA- -L-
12’ PS
12’ PS
+56.0
7
36’
36’
46’
ME
DIA
N
TYP.
INC.
33.33’
300’ TAPER
+56.0
7
36’
ME
DIA
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36’
12’ PS
12’ PS
SE = .06 SE = .03
T = 3,325.53’
PI Sta 469+05.74
D
L = 6,260.33’
R = 7,500.00’
PIs Sta 499+07.20
F
Ls = 200.00’
LT = 133.33’
ST = 66.67’
-L-
CS
Sta. 498+40.5
4
485
490495
CAT-1
PIs Sta 13+18.34
F
Ls = 200.00’
LT = 133.34’
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PI Sta 17+14.59
D
L = 655.40’
T = 329.59’
R = 2,500.00’
-Y6
RP
A-
TS
Sta. 11+85.0
0
10
-L- POC Sta. 488+56.07 OFF 59’
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14’ PS
14’ PS 14’ PS
14’ PS 14’ PS
.03
.03
.05
.04
.03
.02
.00
.01
.02
.03
.03
.02
.03
.02
.01
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v
v
1SBLK
CO
NC
84" CHL &
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GR
GATEMTL
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E
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CONE DENIM, LLC
97.0
5’
31.36’
35.6
6’
26.00’
22.52’
30.73’
24.55’
19.10’
26.95’34.38
’
40.5
6’
18.05’
F
}
16" D
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16" DIP
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ABOVE GROUND
21" U
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21" U
LTRA RIB
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ABOVEGROUND10" DIP
10" D
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24"
DIP
24" DIP
24" DIP
10" DIP
STATION
24" DI
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APPROXIMATELOCATION
LIFT
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
20 U-2525C
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SEE SHEET 53 FOR -L- PROFILE
MA
TC
HLIN
E -L- STA. 499+
00.0
0 SEE S
HEET 19
MA
TC
HLIN
E -L- STA. 513
+00.0
0 SEE S
HEET 21
-L-
12’ PS
12’ PS
36’
36’
46’
ME
DIA
N
36’
36’
46’
12’ PS
12’ PS
12’ PS
12’ PS
12’ PS
12’ PS
TYPICAL
66.67’ INC.
+73.8
7
36’
ME
DIA
N
46’
36’
SE = .03
T = 3,325.53’
PI Sta 469+05.74
D
L = 6,260.33’
R = 7,500.00’
PIs Sta 499+07.20
F
Ls = 200.00’
LT = 133.33’
ST = 66.67’
500
-L-
ST
Sta. 500+40.5
4
505 510
GRAU-350
CAT-18:1
8:1
14’ PS
14’ PS
.02
.02
.01
.00
.01
.02
.02
.02
150.00’ (RT)
@ PL
150.00’ (RT)+25.00 -L-
+00.00 -L-157.00’ (RT) 155.00’ (RT)
+50.00 -L-
+90.00 -L-155.00’ (RT)
CONC
72" CHL
48" WD RAIL
POND
TO RISER
42" CMP
S
WE 783.7
WE 755.4
v
-B
L-53 PIN
C 214
+74.9
3
-BL-54 PIN
C 218
+09.0
5
-B
L-55 PIN
C 223
+72.7
7
\
ELEV.770.04’
236.31’ LEFT
-BL- STA 217+57.13
BM #13
-BL- PIN
C 219
+78.3
0
S88°03
’37"E
902.92
’
S68°37’09"E
424.31’
N18
°54’10
"E
133.6
1’
N18
°54’10
"E
133.7
9’
N70°55’10"W
58.94’
N70°55’10"W
58.94’
S70°52’00"E
93.46’
N18
°54’10
"E
133.9
7’
N33°4
4’2
6"E
149.4
4’
N41°38’0
3"E
175.8
6’
N71°05’50"W
82.04’
N71°05’50"W55.09’
N00°0
3’0
0"E
5.7
5’
N00°3
3’3
0"E
110.0
0’
N00°3
3’3
0"E
260.0
0’
S64°39’42"W
183.88’
N15
°31’11"W
37.4
0’
N26°0
3’25"W
111.32’
N63°56’35"E
149.14’
N22°11’12
"E
26.6
4’
S37°16’4
4"W
92.0
2’
S08°0
4’4
5"W
100.3
7’
S26°0
2’35"E
24.0
0’
S06°15
’26"E
129.0
1’
S71°05’44"E
234.66’
S71°05’47"E
231.29’
N84°42’49"
E
92.45’
S68°37’09"E
202.56’S71°05’44"E
344.24’
N00°2
3’0
4"E
37.6
3’
S26°42’13"W
5.35’
22.06’
N66°40’35"W8.14’
S26°3
0’4
9"W
113.7
6’
N18
°54’10
"E
133.4
2’
S45°42’27"E159.42’
S71°03’41"E
151.67’
S07°4
3’3
0"W
234.7
7’
S71°24’18"E
484.12’
S89°4
6’54"E
462.7
4’
N70°55’10"W
58.94’
N00°0
3’0
0"E
119.0
7’
NCDOTDB 4975 PG 1249
WHITEHALL AT RICHLAND CREEK
WHITEHALL AT RICHLAND CREEKHOMEOWNERS ASSOCIATION INC
MIC
HA
EL
W
NIE
GR
O
DB 4725 P
G 15
40
JA
MES
D. E
LLIS
DB 4791 P
G 18
97
DB 4702 P
G 12
38
LESLIE F MILLIKIN
DB 4642 PG 357 S62°20’28"W
20’ P
ERM
ANEN
T UTILIT
Y EA
SEM
ENT
20’ PERM
ANENT
UTILIT
Y EASEM
ENT
PERMANENT WET
DETENTION POND
UTILITY EASEMENT
APPROXIMATE DRAINAGE MAINTENANCE &
EIP
EIP
N04°5
3’2
8"E
202.5
7’
SPACE NOT BUILDABLE
DRAINAGE WAY OR OPEN
15’ SANIT
ARY SEWER
EASEMENT
DB 5131 PG 1583
YOUTH FOCUS INC.
100’ D
RAINAGE MAIN
TENANCE & UTIL
ITY EASEMENT
100’ DRAINAGE MAINTENANCE &
UTILITY E
ASEMENT
N00°0
1’52"W
142.0
3’
N00°0
1’52"W
73.4
7’
DB 4918 PG 233
EXISTING R/W
EXISTING R/W
DB 4715 PG 878
HOMEOWNERS ASSOCIATION INC
WHITEHALL AT RICHLAND CREEK
PA
MEL
A
G F
AU
LK
NE
R-B
RU
NS
ON
DB 4759 PG 863
DB 4701 PG 1014
NCDOTDB 4975 PG 1249DB 4918 PG 233
DB 4400 PG 1171
CITY OF GREENSBORODB 4556 PG 364
WHIT
EH
AL
L
AT
RIC
HL
AN
D
CR
EE
K
DB 4701 P
G 10
14
JONESGWENDOLYN E.
DB 6527 PG 1038
PRESTBURY ASSOCIATION
DB 5947 PG 1334
PRESTBURY ASSOCIATION
DB 5947 PG 1334
KA
TH
LE
EN
S. G
RA
NT
LIS
A
NE
LS
ON
RA
NKIN
DB 6574 P
G 2591
174.95’
+59.92
52.7
1’
+75.5
5
359.2
7’
15.16
’
}
O
F
b
b
50PR50PR
50PR
d
d
d
d
8" DIP
8" DIP
8" DIP INSIDE 14"
STEEL ENCA
SEMENT
SIZ
E
&
TY
PE
UN
KN
OW
N
STATION
APPROXIMATELOCATION
UNKNOWN
END
UNKNO
WN
END
UNKNOWNEND
UNKNOWNSIZE & TYPE
LIFT
TO
F
F
F
F
F
F
F
F
F
F
F
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42" C
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
21 U-2525C
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SEE SHEET 53 FOR -L- PROFILE
MA
TC
HLIN
E -L- STA. 513
+00.0
0 SEE S
HEET 20
MATCHLINE -Y7- STA. 21+00.00 SEE SHEET 38
MATCHLINE -Y7- STA. 30+00.00 SEE SHEET 39
MA
TC
HLIN
E -L- STA. 527+
00.0
0 SEE S
HEET 22
SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANSSEE SHEETS 87 & 88 FOR -Y7- PROFILENOTE: SEE CROSS-SECTIONS AND ROADWAY STANDARD DRAWINGS,
STD. NO. 865.01, SHEET 1 FOR SPECIAL MEDIAN GRADING.
SEE SHEET 2-J FOR BRIDGE SKETCH
-L-
ME
DIA
N
36’
36’
46’
ME
DIA
N
12’ PS
12’ PS
12’ PS
12’ PS
36’
36’
46’
MEDIA
N
12’ PS
12’ PS
-Y7-
TYPICAL60’ INC.
N 32° 19’ 54.7" E
25
30
D = 3° 00’ 56.0"
PI Sta 20+34.09
= 14° 29’ 31.5" (LT)D
L = 480.58’
T = 241.58’
R = 1,900.00’
NC
+81.63
TYP.
INC.
30’
+40.7
2
TYP.
INC.
30’
40’ F-F
40’ F-F
2’-
6" C
&G
2’-
6" C
&G
2’-
6" C
&G
-Y7- POTSta. 25+21.60
-L- POCSta. 523+37.59=
.00
.02
.01.02
.00
.01
.02
.02
.02
-Y7- PTSta. 22+73.09
12’ PS
12’ PS
SE = .06 SE = .03
PIs Sta 519+60.76
F
Ls = 360.00’
LT = 240.04’
ST = 120.03’
PI Sta 524+84.04
D
L = 802.60’
T = 403.32’
R = 3,275.00’
-L-
TS
Sta. 517
+20.7
2
-L-
SC Sta. 520+80.7
2
515 520
525
5’ SID
EW
ALK
GR
AU-350
GR
AU-350
+43.09
5’ SID
EW
ALK
.02
.02
.02
.01
.00
.01
.02
.03
.04
.05
.06
.06
.05
.04
.03
.02
.02
.01.02
.02
.01
NC
.06
.06
.03
IAU TYPE 35
0 (NG)
IAU TYPE 350 (NG)
-L- STA. 520+39.00
BEGIN SPECIAL MEDIAN GRADING
-L- STA. 526+36.00
END SPECIAL MEDIAN GRADING
S
SOIL
CONC
AP
T
2S
F
72" W
D
189
190
191
FIR
E S
TA
TIO
N
2S
BK
U/
C
AP
T2S
F
72" WD
72" W
D
187
CONC
CO
NC
15"C
ON
C
18" C
ON
C
DI
W/FES
188
SOIL
CONCCONC
CONC
APT 2SF
CO
NC
CO
NC
CO
NC
U/
C
U/
C
CO
NC
CO
NC
CO
NC
W/LT
W/LT
W/LT
W/LT
W
-BL-56 PINC 231+46.19
-B
L-57 PIN
C 236
+18.8
6
-B
Y7- PIN
C 19
+92.4
5
N57°16’11"E
142.7
8’
S76°30’32"E
492.68’
N00°4
4’0
3"E
10.4
5’
N18
°56’19
"E
S72°16’20"E
67.91’
N14
°06’0
5"E
118.0
6’
S73°39’46"
W
140.26’
S01°3
2’2
6"W
365.9
6’
S70°05’10"E
512.84’
N00°4
5’5
7"W
34.2
3’
N83°50’
29"W
83.21’
N41°3
5’4
5"E
114.9
3’
S83°50’
29"E
37.91’
N60°0
9’5
1"E
51.3
1’N29°50’0
9"W
99.46’
N59°45’35"W
51.11’
217.4
3’
S00°2
8’19
"W
38.6
0’
S71°03’56"E
98.90’
S71°29’58"E
132.12’
0.4
4’
S86°53
’18"E
354.83
’
N49°12’0
5"E
159.14’
S14
°16’17
"E
59.2
6’
N41°38’0
3"E
175.8
6’
N14
°16’17
"W
170.3
7’
N14
°16’17
"W
155.3
6’
N15
°56’12
"E
110.2
2’
N71°05’50"W
71.68’
N71°05’50"W
30.27’
N71°05’50"W
N06°3
0’4
8"E
S07°4
3’3
0"W
S71°03’41"E
142.01’
NCDOT
DB 4975 PG 1249
WHITEHALL AT RICHLAND CREEK
PRESTBURY SUBDIVISION
CARROLAND CORPORATION
PB121 PG 52
CITY OF GREENSBORO
DB 5157 PG 1479
DB 4537 P
G 18
55
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
S76°3
0’3
2"E
EIP-
R/
W
N81°21’55"W
68.60’
N81°21’56"W
50.42’
EXISTI
NG R/
W
EIP
34.2
3’
N71°05’50"W
118.91’
N71°05’50"W
128.06’
PA
MEL
A
G F
AU
LK
NE
R-B
RU
NS
ON
DB 4331 PG 191
DB 4388 PG 1203
WHIT
EH
AL
L
AT
RIC
HL
AN
D
CR
EE
K
NCDOTDB 4975 PG 1249
DB 4975 PG 1249
NCDOT
DB 4975 PG 1249
NCDOT
DB 46
31 PG
915
HOMEOWNER’S
ASSOCIA
TION, IN
C
THE MEADOWS
AT RIC
HLAND CREEK
DB 4897 PG 0432
HOMEOWNERS ASSOCIATION, INC.
GRANDE AT LAKE JEANETTE MASTER
SHERRY B. BARR
DB 6819 PG 1217ASHLEY SCHROLL
DB 6706 PG 2474
KEVIN DOUGLASCLARK
DB 5911 PG 2844DB 6527 PG 1038
PRESTBURY ASSOCIATION
DB 5947 PG 1334
PRESTBURY ASSOCIATION
DB 5947 PG 1334
92.15’
+52.11
143.84’
+23.54
170.6
4’
179.14
’
+67.2
3
+21.9
0
HOMEOWNERS ASSOCIATION, INCWHITEHALL AT RICHLAND CREEK
S84°22’
18"E
288.36’
S86°53
’20"E
103.78
’
HI
4
HI
]
b
F
F
F
n
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F
F
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n
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bb
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6" S
TE
EL
24" D
IP
100
PR
100
PR
1200
PR
100PR
100PR
100PR
100PR
UN
KN
OW
N
EN
D
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
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F
F
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CF
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