2016-09-12_PERMIT FILE - M1989029

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1 2 3 4 5 6 HORIZONTAL CONTROL(Al) HORIZONTAL CONTROL(P2B) HORIZONTAL CONTROL(812N) f�•• n, ,pn POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT s POINT TYPE STATION NORTHING FASTING RADIUS LENGTH TANGENT 3t ` rc POS Al 10+0000 129795290 3126333.50 POB P2B 10+00 00 1298653.26 3127606.86 POB B12N 10+00 00 129838082 312969468 0�1,,• p;ryu PC Al 12+34 32 1297950 45 3126567.80 PC P2B 11+43 45 1298510 51 3127621 04 PI B12N 10+29.53 1298393 03 3129721 57 `O'••....•• PI Al 12+46 31 1297950.32 3126579.79 20000 2395 1199 PI P213 l l+99.52 1298454.72 3127626.58 30000 110.86 56.07 PC B12N 10+78 91 1298414 78 3129765.90 PT Al 12+58 27 1297951 63 3126591.71 PT P2B 12+5C31 1298404.69 3127651 90 PI B12N 10+84 09 1298417 06 3129770 55 50.00 1031 518 PC Al 13+06 60 1297956 90 3126639.75 PC P2B 13+48 69 1298320.49 3127694.52 PT B12N 10+89 23 1298420 24 3129774 63 i PI P2B 15+26 90 1298161 48 3127775.00 50000 350.70 17821 PC B12N 11+08 02 1298431 80 3129789 45 p q PI Al 13+15 68 1297957.90 3126848.78 200 00 18/6 9.09 w PT Al 13+24 76 1297958 06 3126657 87 PT P2B 16+99.39 1298051 66 3127915.36 PI B12N 11+15 35 1298436 31 3129795.23 50 1456 733 ¢ h PC Al 14+34 66 1297960 10 3126767 75 PC P28 17+52.10 1298019.19 3127956 87 PT 812N 11+22.58 1298442 29 3129799.47 Li Al 14+57 99 1297960.53 3126791 08 20000 46.45 23.33 PI P2B 17+60.64 1298013 92 3127963 60 10000 17.04 8.54 PC 512N 11+46 43 1296461 73 3129813 27 Ym p PT Al 14+81 11 1297955.58 3126813 88 PT P2B 17+69A4 1290007 60 3127969 34 PI B12N 11+54 43 1298468 26 3129817.90 2000 15.23 800 PC Al 16+05.85 1297929 12 3126935.78 PC P2B 18+07.29 1297979 34 3127994 96 PT B12N 11+61 65 1298476.18 3129816.75 PI Al 16+60.98 1297917 43 3126989 66 11000 10221 5513 PI P2B 18+13 14 1297975 01 3127998 89 30.00 11-56 5.85 PI B12N 11+68.74 1298483 19 3129815.74 PT Al 17+08 06 1297953 59 3127031 27 PT P2B 18+18 84 1297969 51 3128000 90 PC B12N 11+75.89 1298490 14 3129814.02 a o PC P2B 18+32 82 1297956 38 3128005 71 PI B12N 11+82.18 1298496 24 3129812 52 2000 12 l8 6.28 PC At 18+40.45 129804043 3727131.20 Q PI Al 19+12 19 1288087 48 31271$5.34 150.00 133 83 71.74 PI P2B 18+41 45 1297948 29 3128DDS 68 3000 1679 862 PT B12N 11+88.07 1298502 11 3129814 77 y w POE Al 19+74 28 1298074 88 3127255 96 PT P2B 18+49 62 1297943 00 3128015 49 PC 812N 12+13.95 1290526% 3129824 06 00 a PC P2B 18+57 25 1297938 33 3128021.52 PI 812N i 2+21 25 1298533.08 3129826 68 20 00 14 01 7.31 VERTICAL CONTROL(Al) PI P2B 18+71 17 1297929 79 3128032.52 60.00 2736 13 92 PT B12N 12+27 96 1298536 61 3129833 08 Q r i POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH PT P2B 18+84 60 1297926 98 3128046 15 POE B12N 12+35 45 129854022 3129839 64 POB Al 10+00.00 488325 POE P2B 19+14.T7 1297920 87 3128075 70 ^q- PVI Al 16+20 39 4881 56 -0 27% 62039 z PM Al 17+2670 4879.28 -214% 10631 VERTICAL CONTROL(P2B) m= 5 POE Al 19+7428 488035 043% 24758 POINT STATION ELEVATION TANGENTGRADE TANGENTLENGTH VERTICAL CONTROLTTANGE2N) a¢ POINT STATION ELEVATION TANGENT GRADE TANGENT LENGTH W O o� POB P2B 10+00.00 4887.81 POB B12N 10+00,00 48T7 27 z¢w SEE DWG CL-01 TOE OF BANK P2B 10+75 94 4888.42 0.59% 34 43 x.. PVI P2B 10+41.51 48M 22 0 98% 4151 PVI B12N 10+04 61 4877 00 -5.83% 4.61 Z a w PIA POE B12N 12+35,45 4877-00 0.00% 230 84 FM P2B 10+98.25 4888.23 -0 86% 2231 2 0 5 PVI P2B 11+94.57 488852 0.30% 9632 SEE DWG CL-02 TOE OF BANK 2 io PVI P2B 12+24.04 48M 75 0.78% 2947 PVI P2B 12+37.37 4889.33 1 4 35% 13.33 ci PM P2B 12+69-32 4889.99 2.06% 3195 p i oo B HORIZONTAL CONTROL(A2) PVI P2B 12+76 78 4889 78 -279% 7.46 z d POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT pm P2B 13+18.71 48M 06 0.65% 41.93 HORIZONTAL CONTROL(BAIN) F i POB A210+0000 1297905.01 312633613 I'm P2B 13+27.52 489983 -263% 881 POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT m-o PC A213+1485 1297904.15 312665098 PVI P2B13+37.67 4890.43 591% 1015 w ww POB 84N 70+00.00 129837032 3129716.85 x� PI A2 13+17 05 1297904 14 3126653 19 5000 441 2213004 ¢ a PVI P2B 13+67.71 4890.03 -1.32% PC 84N 70+57 54 1298394 84 3129768.89 PT A2 13+19 26 1297904 33 3126655 38 PVI P2B 13+76.11 4889 10 -11 05% 840 PI 84N 11+15 30 1298419 47 3129821.15 100 00 104.T7 57 77 0'. PVI PC A2 14+14 95 1297812 50 3126750 73 PVI P2B 17+58.49 4889.00 -0 03% 382.38 PT B4N 11+62 30 1298477 04 3129825 92 LL a n LL PI A2 14+18 45 1297912 80 3126754 22 50 00 699 3.50 PVI P2B 17+99.89 488768 419% 4140 PC B4N 11+63 15 1298477 88 3129825 99 z gz PT A2 14+21 94 1297912 61 3126757 71 PM P2B 18+38.42 4888.04 0 95% 38.53 PI B4N 17+6715 129848186 3129826.32 2000 7.88 4.00 yo PC A214+9477 129790865 312683043 PVI P2B 18+4906 4887.99 -045% 10.63 PT B4N 11-7104 129848567 3129825.10 Zw PI A2 15r06 98 1297907 99 3126842 63 5000 23.97 12.22 PVI P2B 18+79 35 4887.96 -012% 30,29 PC 134N 11+73 80 129848829 3129824.25 C o PT A2 15+18 73 1297901 77 3126853 15 PVI P28 18+84 60 488751 -8 62% 5.26 PI B4N 11+80 77 1298494 93 3129822 11 20.00 13.43 6.98 i PC A2 15+77 02 1297872 12 3126903 33 PVI P2B 18+98 64 4887.37 1 -0 98% 1404 PT 134N 11+87 22 1298501 46 3129W4.57 O w PI A2 16+48 24 1297835.89 3126964 64 10000 12377 71.22 PVI P2B 19+05.63 4887.S3 6.55% 6.99 PC 84N 12+06 57 1298519 57 3128831.38 8%PT A2 17+00.79 1297881.98 3127018 93 POE P2B 19+14 T7 4887.96 1 51% 9.14 PI 134N 12+17 08 1298529 41 3129835.08 1000 1620 10.511. PC A2 19+06.15 t298011 63 3127178 79 SEE DWG CL-01 TOE OF BANK POE 84N 12+22 77 1298525 23 3129844 72 m PI A2 19+18.20 1298019 24 3127187.53 911 23 95 12 OS N o g i POE A219+3011 129802412 3127198,55 N VERTICAL CONTROL(B4N) U 0 O wo VERTICAL CONTROL(A2) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH O �� POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB 84N 10+00 00 488301 Q $ V j POB A2 10+00.00 469420 PM 84N 10+57 54 488303 0.03% 5754 rn PVI A211+42.34 4894.12 -006% 14234 PVI B4N 11+1607 488036 4.56% 5853 PVI A2 12+27 78 489295 -1 37% 8544 PVI B4N 11+38 41 488002 -1.51% 22.34 rn z 6+p11T p U PVI A2 13+03 15 489373 1 04% 7537 PVI B4N 11+48 54 487875 -12.57% 10.13 w sm W C PVI A2 14+86 04 489321 -0 28% 18289 POE B4N 12+22 77 4878 98 0.31% 74.24 o HORIZONTAL CONTROL(PIS) PVI A2 15+10 41 4891-72 -6 14% 2436 O PVI A2 15+70 83 4892.89 1 94% 6042 PONT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT SEE DWG CL-02 TOP OF BANK 1!0 $ PVI A2 17+05 00 4892.92 0 02% 134 17 POB Pt B 10+00 OD 1298581 78 3127548 28 w PVI A2 17+83 29 4891.98 -1.20% 7829 PC P1 B 11+11 00 1298474.26 3127575 84 x POE A219+3011 4891.09 -061% 14682 PI P1 B 11+31 60 1298454 30 3127560 95 20000 41 06 20.60 w PT Pi B 11+52 06 1298433 72 3127581 89 � SEE DWG CL-01 TOP OF BANK PC P1B 11+58.93 1298426 86 3127582 20 = PI P1 B 11+65.83 1298419 96 3127582 52 5000 1372 6.90 z PCC P1 B 11+72 65 1298413 41 3127584 69 9 PI Pi 13+11.61 1298281 50 3127628 40 80000 275.17 138.96 i (n PT P1 B 14+47.82 1298172.06 3127714 03 a OF W PC P18 14+89.87 1298138 94 3127739 94 rn J PI PIS 15+96.21 1298055 19 3127805 47 800 00 21143 10634 z J m PT Pt B 17+01.31 1297991 47 3127890 60 m Q~ HORIZONTAL CONTROL(P313) PC PIS 18+75.88 129788686 3128030 35 U LJ,J J PI Pt B 18+83 56 1297882.26 3128036 50 50 00 15.24 7 68 w POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT Z O PC P3B 10app,pp 1298308 03 3127761 86 PT Pi B 18+81 12 1297876 03 3128040 98 W W PI P3B 12+09 15 1298121 32 31278%11 657 14 404.97 209 15 POE P1 B 18+03 B1 1297865 73 3128048.39 Q. 0�- POE P3B 14+04 97 1298023 43 3128040 93 O (1) VERTICAL CONTROL(P1B) VERTICAL CONTROL(P38) POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH r Z POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POB PIS 10-0000 488102 Q w POB P3B 10+00 00 4889.03 PVI PIS 10+97 89 488006 -0 98% 9789 rn PVI P3B 10+0885 4888.49 -618% 885 PVI P1B 11+0960 488014 0.68% 1172 z PVI P3B 10+7411 4888-31 -027% 6526 PVI P1B 11+51 84 487896 -279% 4224 w V D PVI P3B 11+69 54 4888.09 -0.23% 95 43 PVI P1B 12+43 28 4878.98 0 03% 9145 N O PVI P313 12+48.95 48W.56 0 59% 7940 PVI P1B 14+00 73 4878.99 0.00% 157.43 PVI P3B 13+57 83 4890.16 1 47% 10888 PVI P1B 15+06 86 4879.02 0 03% 106.13 0 PVI P3B 13+96,87 4891.07 2 34% 3904 PVI P1B 15r39 51 4878.86 -0 50% 3265 Z PVI P3B 13+9942 48913t 927% 255 PVI P1B 16+6882 4878.85 -001% 129.31 O PVI P3B 14+02 33 4891 37 2 22% 2 91 PVI P18 18+11 18 4878.88 0 03% 142.36 VERIFY SCALE U POE P3B 14+04 97 4891 35 -0 86% 264 PVI Pl8 18+94 67 487890 0 02% 83.49 BAR IS ONE NCH ON POE P18 19+03.81 487945 5 99% 9.14 ORIGINAL DRAWING D SEE DWG CL-01 TOP OF BANK °-1 SEE DWG CL-01 TOE OF BANK DATE JULY 2016 PROJ 653819 DWG G-011 O SHEET 11 of 103 V $PWURL $PWPATH FILENAME.SSR-FD-G-011.dgn PLOT DATE,2016\07\29 PLOT TIME:6:08:52 AM