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HomeMy WebLinkAbout20130421 Ver 1_Application_20130419C F C C F F F F F G R M O R A V I A N C R E E K U T T O W E S T P R O N G D R I V E 1 0 ’ E X I S T I N G R /W G R S R 1 1 1 2 B R O Y H I L L R D . G R 3 0 ’ E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R / W E X I S T I N G R / W S R 1 1 1 2 G R G R 2 0 . 0 0 ’ B S T 2 0 .0 0 ’ : 6.92’ RT -L- STA. 10+52.42 -BL-3- DB 777 PG 619 MAYNARD Z. AND CAROLINA F. WALTERS DB 996 PG 057 WALTER T. BROYHILL DB 777 PG 619 MAYNARD Z. AND CAROLINA F. WALTERS DB 996 PG 057 WALTER T. BROYHILL M O R A V I A N C R E E K U T T O W E S T P R O N G B R O Y H I L L R D . 1 1 ’ S O I L 8" SPIKE IN ROOT OF WALNUT TREE -BL- STA. 63.44’ RT. BM#1 ELEV.=1316.75 N 8 8 0 5 ’ 0 8 " E 2 6 5 . 1 0 ’ N 0 6 5 4 ’5 9 " E 1 1 6 .1 0 ’ (10.00’) EX. R/W +70.00 30.00’ +70.00 30.00’ +44.73 30.00’ +79.51 30.00’ +80.33 30.00’ +25.00 30.00’ +25.00 30.00’ +80.33 30.00’ +79.51 30.00’ +44.73 47.00 +35.00 W A L T E R T . B R O Y H I L L 60.00 +24.00 30.00 +90.00 30.00 +10.00 1-J 1-J 2-J 2-J 30.00 +43.00 11.44’ +25.00 8.60’ +25.00 30.00’ +88.28 5 2 5 1 5 0 5 4 5 3 5 6 5 8 5 5 5 7 5 9 6 0 6 2 6 1 6 3 6 6 6 5 6 4 6 7 7 ’ 7 ’ T O P R I C E R O A D N O O U T L E T 2 0 ’ T A P E R 4-1 HW HW 4-2 P O T S t a . 9 + 5 0 .0 0 P C S t a . 9 + 7 0 .0 0 1 0 P R C S t a . 1 0 + 4 4 . 7 3 P C C S t a . 1 0 + 7 9 . 5 1 P C C S t a . 1 1 + 8 0 .3 3 P T S t a . 1 2 +6 7 .6 4 P O T S t a . 1 2 +9 9 .6 9 PI Sta 10+07.94 D L = 74.73’ T = 37.94’ R = 175.35’ PI Sta 10+62.30 D L = 34.78’ T = 17.57’ R = 100.00’ PI Sta 12+26.99 D L = 87.31’ T = 46.66’ R = 100.00’ PI Sta 11+30.16 D L = 100.82’ T = 50.65’ R = 424.19’ 2 0 ’ T A P E R 5 .7 ’ 5 .9 ’ 5 .3 ’ 5 .3 ’ -L - C U R V E D A T A +0 5 .0 0 + 9 0 .0 0 -L - S T A . 1 0 +8 7 .0 2 B E G I N C U L V E R T + 9 5 .7 5 1 6 .2 5 ’1 6 .2 5 ’ + 4 4 .7 3 RO = 16.25 RO = 32.5 SE = 0.03 SE = 0.03 SE = 0.05 SE = 0.78 RO = 113.75 -L - S T A . 1 1 +1 0 .6 3 E N D C U L V E R T - L - S T A . 9 +7 0 .0 0 B E G I N P R O J E C T 9 6 0 7 3 6 - L - S T A . 1 2 +2 5 .0 0 E N D P R O J E C T 9 6 0 7 3 6 N A D 8 3 4 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "LW1" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 847065.2382(ft) EASTING: 1348551.6269(ft) ELEVATION: 1308.5866(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9999140542 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 "LW1" TO -L- STATION 10+00.00 IS 96-0736 R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ F I L E $ $ D A T E $ Scale : 20 Middlesboro, Kentucky Tri-Cities, Tennessee All Rights Reserved Charlotte, North Carolina Tennessee Knoxville, South Carolina Spartanburg, Asheville, North Carolina Copyright 2006 Vaughn & Melton, Inc.c 704 357 0488 423 467 8401 865 546 5800 606 248 6600 864 574 4775 828 253 2796 Consulting Engineers S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WETLAND AND SURFACE WATER IMPACTS PERMIT GRAPHIC SCALE 0’40’80’40’ 87"x63" STEEL ARCH PIPE PROPOSED 2 BARREL PERMIT DRAWING