20130472 Ver 1_Application_20130501

0 0 0 PROFILE (HORIZONTAL)
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DESIGN DATA
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0 0 0 See Sheet 1-A For Index of Sheets 0 4 -M A R -2 0 1 3 1 7 :2 6 R :\R o a d w a y \P r o j \r 3 6 0 1 _r d y _t s h .d g n $$$$U S E R N A M E $$$$
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R E V I S I O N S
HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.
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DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS M A T C H L I N E -Y - S T A . 3 2 +0 0 S E E S H E E T 1 3 50 25 50 100 WILLIAM H. BROWING, ET UX VIRGINIA H. BROWNING DB 967 PG 478 MB 27 PG 62 DB 478 PG 189 MB T PG 49
S E E S H E E T 1 3
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M A T C H L I N E
77,700 US 17-74-76 / NC 133 US 17-74-76 20,300 8,000 33,400 1,700 7,900 4,600 11,500 11,100 46,500 12,400 6,300 5,600 22,600 37,400 107,000 31,650 9,100 5,779 14,879 78,321 4,650 5,879 56,879 1,229 4,107 3,343 764 1,000 24,907 8,437 8,114 16,550 22,007 2013 ADT 2035 ADT 10.) FOR DETAIL OF DIVERGING DIAMOND INTERCHANGE SEE SHEETS 2-P AND 2-Q.9.) FOR SHEAR POINT DIAGRAM SEE SHEET 2-O.8.) FOR -Y2A- PROFILE SEE SHEET 25.7.) FOR -Y2- PROFILE SEE SHEET 25.6.) FOR -Y1- PROFILE SEE SHEET 25.5.) FOR -RPDY- PROFILE SEE SHEET 22.4.) FOR -RPCYLT-, -RPCYRT-, -RPDYLT- AND -RPDYRT- PROFILES SEE SHEET 21.3.) FOR -RPAYLT-, -RPAYRT-, -RPBYLT- AND -RPBYRT- PROFILES SEE SHEET 20.2.) FOR -Y- PROFILE SEE SHEET 24.1.) FOR -LMED- PROFILE SEE SHEET 14.NOTE:TRAFFIC DIAGRAM (VILLAGE DR.)SR 1472 NC 133/ RIVER RD.PAVEMENT REMOVAL BELVILLE, LLC GROWTH URBAN SMART DB 2851 PG 111 DB 2851 PG 58 DB 277 PG 808 DB 2851 PG 105
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SYSTEMS RETAIN +5 0 -L M E D --R P D Y --R P A Y -U S 1 7 -7 4 -7 6 2 0 +0 0 -R P D Y -8 0 0 ’ L A N E T R A N S I T I O N -L M E D -8 0 0 ’ L A N E T R A N S I T I O N -RPDY- SC Sta. 17+70.32 -RPDY- CS Sta. 23+60.85 2 4 ’2 4 ’3 3 ’0 4 0 5 0 3 0 3 0 5 0 4 0 3 -L M E D -+0 0 4 ’ P .S .2 4 ’7 ’2 4 ’2 ’2 4 ’2 4 ’4 ’ P .S .2 4 ’E X . S .E .E X . S .E .2 4 ’INC.45’+7 0 .3 2 -L M E D -4 5 +0 0 6 ’ P .S .6 ’ P .S .6 ’ P .S .6 ’ P .S .1 0 ’ P .S .10’ P.S.4 ’ P .S .4 ’ P .S .2 4 ’2 4 ’2 4 ’T R A N S I T I O N 5 0 :1 P .S .TRANSITION 50:1 P.S.0 3 +8 0 .8 3 3 3 .5 ’PIs Sta 22+98.34 F Ls = 200.00’LT = 133.33’ST = 66.67’PI Sta 49+95.48 D L = 5,066.67’T = 2,630.47’R = 7,639.44’PIs Sta 74+98.35 F Ls = 200.00’LT = 133.33’ST = 66.67’-LMED-SE = 0.03 N 53 59’ 13.8" E (BACK)E X I S T . G U I D E R A I L R E M O V E A N D R E S E T 0 3 9 ’ P .S .1 6 .5 ’4 ’P .S .0 3 +0 5 -R P A Y -0 4 0 5 I N C .4 0 ’0 3 -RPAY-
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2
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1
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1
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7
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2
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2
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4
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1
1
-YSBL- POT Sta. 22+80.01 =-YSBL- POC Sta. 25+11.19 =
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Y
N
B
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P
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.

2
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-YNBL- POT Sta. 31+40.72 =
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2
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1
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9
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7
2
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1
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Y
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P
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2
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=
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PI Sta 27+36.54 D L = 206.83’T = 120.72’R = 160.00’-RPDYLT- PC Sta. 26+15.82 -RPDYLT- PT Sta. 28+22.66 (OFF 12’ LT.)PI Sta 27+88.87 D L = 186.70’T = 166.28’R = 85.00’-RPAYLT- PT Sta. 28+09.29 -RPAYLT- PC Sta. 26+22.59
P
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-YSBL- PC Sta. 20+94.23 -YSBL- PT Sta. 22+53.09 -YSBL- PRC Sta. 22+12.93 -YSBL- PC Sta. 25+19.09 -YSBL- PRC Sta. 25+59.19 -YSBL- PT Sta. 26+77.84
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2
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-YNBL- PC Sta. 27+77.95 -YNBL- PT Sta. 29+42.85 PI Sta 27+84.34 D L = 343.98’T = 183.44’R = 400.00’-RPAYRT- PC Sta. 26+00.90
-
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1 5 +0 0 -R P A Y -2 0 +0 0 -R P A Y --RPAY- POT Sta. 28+10.23 =
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-Y1- POT Sta. 14+09.07 1 5 +0 0 -Y 2 A -
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-Y1- POT STA. 14+40.00 END CONSTRUCTION
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