Laserfiche WebLink
11 2 3 4 5 6 <br /> HORIZONTAL CONTROL(A3E) <br /> POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT HORIZONTAL CONTROL(A6E) w <br /> POB A3E 10+00 00 1298459.19 3135527.06 POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT �.• �'� <br /> PC A3E 10+28.62 129848776 3135525.51 POS ASE 10+00.00 1298652.54 3135633.51 <br /> PI A3E 10+47.22 1298506.34 313552C50 200.00 3710 18.60 PC ASE 10+05.69 1298652.54 3135627 81 a t= <br /> PT A3E 10+65.72 1298524.41 3135520.09 PI ASE 10-12.12 129865254 3135621,38 5.00 910 643 <br /> PC A3E 11+12 73 1298570.09 3135508 93 PT ASE 10+14 79 1298658.77 3135622 97 ..•••• " <br /> PI A3E 11+29.59 1298586.46 3135504.92 50.00 3252 1686 PC ASE 10+92 18 1298733,78 3135642 02 <br /> PT A3E 11+45 26 1298601.92 3135511.66 PI A6E 11+03 06 1298744 32 3135644 70 2000 1993 1088 <br /> PC A3E 13+35 55 1298776.38 3135587.64 PT ASE 11+12 11 1298747.80 3135655.01 i <br /> PI A3E 13+44 61 1298784.69 3135591 26 50.00 1793 906 POE A6E 11+14.66 1298748 62 3135657 43 0 IY N <br /> A PT A3E 13+53.48 1298793.75 3135591.73 a z u <br /> PC A3E 13+55.72 1298795 98 3135591.84 ¢ rn N3 <br /> PI A3E 13+66.35 1298806.60 3135592.40 50.00 20.95 10.63 WVERTICAL CONTROL(A6E) m 0 <br /> PT A3E 13+76 67 1298816.07 3135597,22 POINT STATION ELEVATION TANGENT GRADE TANGENT LENGTH <br /> PC A3E 15+09.78 1298934.68 3135657.64 POB ABE 10+00,07 4860.98 <br /> PI A3E 15+20.72 1298944.43 3135662.61 50.00 21 55 10.94 POE A6E 11+14.66 4861.09 0 10% 11458 <br /> PT ACE 15+31.33 1298955.37 3135663.05 <br /> PC A3E 15+47.35 1298971.37 3135663.69 SEE DWG CL-04 TOP OF BANK Q O <br /> PI A3E 15+59.69 1298983.71 3135664 18 2DO 00 24.66 1235 w x <br /> PT A3E 15+72 01 1298996 02 3135663 16 Wa`O i <br /> POE A3E 16+04.15 1299028.04 3135660A9 0 H <br /> VERTICALCONTROL A3E) O o N� <br /> POINT TYPE STATION ELEVATION TANGENT GRADE TANGENTLENGTH S U <br /> POB A3E 10+OD.00 4854.98 Z 5. <br /> I'm A3E 10+70 74 4855.08 0.14% 70.74 x w. <br /> PM A3E 11+10 68 485550 1.03% 39.94 N = a'a <br /> PVI ACE 11+23 08 4856.00 4.07% 12.4D <br /> PVI A3E 11+54.62 4855.89 -0.36% 31.54 _ p <br /> PVI A3E 11+9394 4854.97 -232% 39.32 Daz <br /> PVI A3E 12+55.48 4855.38 0.66% 61.54 <br /> 0 o� <br /> PVI A3E 12+96.59 4855.32 -0.14% 41.11 i€ <br /> PVI A3E 13+4003 485629 2.24% 43.44 w <br /> PVI A3E 14+07 98 4855.41 -1.30% 67.96 rc <br /> PVI A3E 14+80 73 4855.02 -0.53% 7275 <br /> o �'o <br /> B PVI A3E 15+04.39 4855.10 0.31% 23.66 Z�a <br /> PVI A3E 15+27 02 4855.88 3.47% 22.62 m<w <br /> PVI A3E 15+67.64 4855.54 -0.83% 40.62 =wEo <br /> PVI A3E 15+7741 4854.97 -5.88% 9.77 O yxj1 <br /> 85 POE A3E 16+04 15 44.93 -0.16% 26.74 a op <br /> SEE DWG CL-04 TOE OF BANK �� <br /> p I IL xa <br /> Z O i¢ <br /> ND <br /> 2Fw <br /> C 03 <br /> HORIZONTAL CONTROL(ASE) O 9 <br /> POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT w <br /> a� <br /> POB ASE 10+00 00 1298453 67 3135582 13 � o w <br /> PC A5E 10+2798 1298479A6 31355SI-74 LL o <br /> PI ASE 10+50 95 1298500.99 3135573.21 10000 4516 22.97 r �2 o 0 <br /> PT ASE 10+73.14 1298523 90 3135574.85 <br /> PC A5E 10+86 51 1298547 21 3135576 51 c¢i o c x <br /> PI ASE 11+21 78 1298572 42 3135578.31 300.00 5043 25.27 0 C w o <br /> PT ASE t t r46 94 1298596 97 3135584.31 Q 0 fJ o x <br /> PC A5E 12+94 03 1298739 86 3135619 18 rn 3 w <br /> U <br /> PI A5E 13+10 63 1298756.00 3135623 12 30000 3318 16.61 <br /> PT A5E 13+27 21 1298771 60 3135628 81 Z b4 O w <br /> P A5E 14+ 81 129892. 3135683 88 w <br /> � � W <br /> C PI A5E 14r98 98 19 1298932 21 21 3135687.43 100 00 2068 10.38 <br /> PT A5E 15+08 49 1298942.48 3135688 91 d70 O g <br /> U <br /> PC ASE 15+33 21 1298966.96 3135692 44 <br /> PI A5E 15+44 41 1298978.04 <br /> 31 10. 0 22.30 1120 <br /> A5E 15+55 51 129898920 31614 <br /> O A5E 15+90 71 129902428 313569 .34 U ww w <br /> VERTICAL CONTROL(A5E <br /> PONT TYPE STATION ELEVATION TANGENT GRADE TANGENTLENGTH O <br /> POB A5E 10+00.00 486507 <br /> 9 <br /> PVI A5E 10+37.22 4865.07 -0.01% 37.22 z <br /> PVI A5E 10+4575 4865.21 166% 8.53 O Lu <br /> � n PVI A5E 10+56 83 486523 In J <br /> 0 19% 11 08 z J m <br /> PM A5E 10+72 11 486496 -1 75% 15.28 <br /> PVI A5E 11+1285 486508 0 28% 4074 v' <br /> PVI I A5E 11+38 04 486570 2 47% 1 2518 v W J <br /> PVI A5E 11+64 24 486547 -0 88% 2620 w Z lJ <br /> PVI A5E 11+91.31 486357 -701% 2707 2 W af <br /> FM A5E 12+05.00 4861 16 -17.62% 1369 0- (�Z <br /> -5 <br /> PVI A5E 12+26.46 486100 -0 74% 2147 (n <br /> >PVI A5E 12+88 09 486100 0 00% 6163 Z PVI A5E 13+05.09 486173 4 28% 1700 1- <br /> PVI A5E 13+17.85 486343 13 35% 12 77 < W <br /> PM A5E 13+48 24 4863.91 1 58% 3038 F <br /> PVI A5E 14+02.08 486320 -1 32% 5384 w <br /> D PVI A5E 14+14 68 4863.62 3 28% 1260 V <br /> PVI A5E 14+41 03 486352 -0 38% 2635 ILI Q <br /> PVI A5E 14+51 43 486381 2.84% 10.40 <br /> PM A5E 14+6252 4862.39 -1288% 1109 Z <br /> PVI A5E 14+68.67 4WZ43 0.73% 6.15 10 <br /> I'm A5E14+82.96 486342 6.91% 1429 VERIFY SCALE <br /> PVI 115+03.32 4864.OB 3 25% 20.36 BAR IS ONE NCH ON U <br /> PVI A5E15+4D.31 4663.72 -098% 36.89 ORIGINAL DRAWING' D <br /> 0-1 <br /> PVI A5E 15+59.91 4863.96 1.25% 1960 <br /> POE A5E 15+90.71 486359 -1 21% 30.80 DATE JULY 2016 <br /> SEE DWG CL-04 TOP OF BANK <br /> PROJ 653819 <br /> DWG G-018 Z <br /> SHEET 18 o1103 V <br /> $PWURL $PWPATH FILENAME:SSR-FD-G-018.dgn PLOT DATE:2016W\29 PLOT TIME:6:13:18 AM <br />