2016-09-12_PERMIT FILE - M1989029

• Permit No: M1989029
• IBM Index Class Name: Permit File
• Doc Date: 9/12/2016
• Doc Name: Adequacy Review Response
• From: Aggregate
• To: DRMS
• Type & Sequence: AM4
• Email Name: PSH
• Email Name: WHE
• Media Type: D
• Archive: No

1 2 3 4 5 6
HORIZONTAL CONTROL(BIN) HORIZONTAL CONTROL(B3N) HORIZONTAL CONTROL(B9N) ••h rc
POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT POINT TYPE STATION NORTHING FASTING RADIUS LENGTH TANGENT
EASTINGIN '••
POB B9N 10+00.00 1297695 33 3129231 04
POB 81N 10+00.00 129780414 3128849.92 POB B3N 10+00DD 1297764.98 3129109 35 0• n jt
PC 81N 13+I2.44 1287786.78 3129161.88 PC B9N 10+1788 129769959 3129248 40 g
PC B3N 11+04 93 1297758.06 3129214 OS at n E
PI BIN 13+30.32 1297785.79 3129179.73 SO.W 3434 1788 PI B3N 11+15 03 1297757.40 3129224 13 20 00 18 70 10 10 PI B8N 10+18 67 1297699 78 3129249 17 3.00 1.54 0 79 0
PRC B9N 10+1942 129770032 3129 74 •••••
PT BIN 13+46.78 1297796.34 3129194.16 PRC B3N 11+23.63 1297765.11 3129230 65 485.46 7W.00 605 67 323 26
•�
PC BIN 13+86 24 1297819.62 3129226.02 PI 83N 11-50.48 1297785.62 3120247.98 30000 5356 2685 PI B9N 13+42 68 1297921 53 312965
PI 81N 13+94 18 1297824 31 3129232.43 2K100 15.88 794 PCC 83N 11+77.19 12978OZ73 3129268.67 PRC B9N 16+25.09 1297885.53 3129806 71
PT BIN 14+02 12 1297829 49 3129238.45 PI B3N 13+20.00 1297893 70 3129378 75 700.00 281.74 142.80 PI 89N 16+31.37 1297884.84 3129812.94 10000 1254 1 6.28 3
PT B9N 16+37.63 1297BB4.92 3129819.22 p
A PC B1N 15+92.82 129795388 3129363.00 PRC 83N 14+58.93 129793429 3129515.66 > w
PC B9N 16+69.71 1297B85.36 3129851.30 a z
PI B1 N 15+93 84 1297954.55 3129383.78 1000.00 2 05 1 03 PI B3N 14+85.13 1297941.74 3129540 78 50.00 48 26 26.20 ¢ rn
PI B9N 17+02.00 1297885.81 3129M 58 50 00 57.34 32 29
PT BIN 15+94 87 1297955.22 3129384.56 PT B3N 15+0719 1297966.62 3129548.96 } w
PC BIN 17+07 36 1298028 77 3129469.67 PC 83N 15+64 82 1296040.37 3129573 18 PT B9N 17+27.05 1297915.42 3129896 46 cop
PI BIN 17+22.13 1298038 42 3129480.84 1 W.OD 29.33 1477 PI 83N 15+9820 1298053.09 3129577 36 10000 26.60 1338 PC B9N 17+64.81 1297950.04 3129911 52
PT BIN 17+36.69 1298050.90 3129488.75 PT B3N 16+11.43 129806425 3129584.73 PI B9N 17+8495 129796851 312991955 100.p0 39.75 2014
POE BIN 19+95.41 1298269.43 3129627.24 POE B3N 16+85.63 1298126.18 3129625.61 PT B9N 18+90.27 1298074367988 65 312991981
PC B9N 18+90.Z7 1298074 36 3129920.91 >
VERTICAL CONTROL(BIN) PI B9N 19+13.93 1298M Ol 3129921.21 20.00 3476 23 66 ¢ 0
POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH VERTICAL CONTROL(B3N) PT 09N19+25.03 129809378 3129944.48 pas
POB BIN 10+00.00 4884.00 POINT TYPE POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH POE 89N 19+29.86 1298093.09 3129948,25 Ox
PVI BIN 12+05.56 4W5.00 0.49% 20556 POB POS 83N 10+00.00 4854.84 ¢z0
PVI BIN 12+62 04 4885.00 0.00% 56.4E PVI PVI B314 10+06.85 485430 -7 83% 685 VERTICAL CONTROL(B9N)
PVI BIN 12+91 25 4884.16 -289% 2920 PVI PVI B3N 10+54.92 488383 -097% 4808 POINT STATION ELEVATION TANGENT GRADE TANGENT LENGTH
PVI BIN 13+30.12 488412 -0.09% 38.87 PVI PVI B3N 10+75.71 4884.72 4 25% 20.78 POB B9N 10+00.00 487302 z rc0
PVI BIN 13+54 08 4884.00 -0.51% 23.96 PVI PVI B3N 11+14.67 4883.83 -2 27% 38.97 Pm B9N 10+66.11 487296 -0.10% 66.11 O y w�
PVI BIN 13+5727 4883.21 -2477% 3.19 PVI PVI B3N 11+23.51 4854.07 2.65% 8.83487301 Pm B9N 13+92.06 0 02% 325.95
PVI BIN 13+59.82 4883.00 $.23% 255 PVI PVI W.12-34.69 4884.14 0 07% 11119 I'm B9N 17+75.26 487316 0 04% 38320 ¢ U Z z
PVI 81N 13+62.26 4883.00 0.00% 244 PVI PVI 83N 13+66.79 4884.12 -0.02% t32.10 PVI B9N 18+07 99 4874 07 2 78% 32 73 i w
PVI PVI WIN 14+82.88 4BB3.85 -0 40% 115.86 PVI B9N 18+93 39 4873 97 -0 12% 85 40 Q 03
PVI B1N13+65.84 488237 -1933% 3.58 PVI PVI 83N16-05.3/ 4884.t1 037% 12265
PVI BIN 13+8208 4881.01 7.99% 16.23 POE 89N 19-2886 487285 -316% 3547 p aF
POE POE 83N 16+85 63 4884.62 0 63% 80 32 2 0�
PVI BIN 14+42 15 4875.00 -10.00% 80.07 SEE DWG CL-02 TOE OF BANK2 WO
PVI BIN 14+57.74 4875.00 -0.02% 15.59 SEE DWG CL-02 TOP OF BANK ?
PVI BIN 14+62.41 4875.38 8.20% 467
PM BIN 14+78 92 487565 1.60% 16.51
o -00
B PVI BIN 14+80 66 487600 2027% 1.74
a
PVI BIN 15+0611 487600 O.OD% 25.45 HORIZONTAL CONTROL(B8S) ai`w
PVI BIN15+09.48 487637 10.86% 3.37 HORIZONTAL CONTROL(B2N) i Zo
POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT
PVI BIN 15+13 16 4875.91 -12-40% 3.68 POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT O�>
POB BOS 1O+W 00 1297281 63 3129138.00 w w=z
PVI BIN15+62.93 4875.87 -0.09% 49.77 POB B2N 10+0D00 1297714.80 312921628 PC B8S10+6631 129734757 3129144.95 c mw�
PVI BIN 15+68.78 487500 -14.80% 5.85 PC B2N 10+11.97 1297725.65 3129221 33 PI SOS 1D+7324 1297354 46 3129145.67 7500 1382 693
p �o
PM BIN 16+09 98 4874.95 -0.13% 4120 PI B2N 10+57 12 1297766.60 3129240 36 2W.00 8882 45.15 z g o
PVI BIN17+09.71 488500 10.08% 99.74 PCC B2N 11+0079 129TM39 312927514 PT B8S10+8013 1297361.10 3129t47.65 c0 u_Oz
PVI BIN 17+56 42 488509 0.19% 4671 PI B2N 13+87.44 1297978.21 3129495.93 672.45 541.94 286.65 B8S 10+86 89 1297367 59 3129149.58 z o 0 z_
PI B8S 10+92 14 1297372 62 3129151 07 7500 1048 525 Zs
POE BIN 17+87 73 488494 -0.47% 31.30 PCC B2N 16+42.73 1297945.51 3129780.72 PT 89S ID+97 38 1297377 81 3129151 86 .0
SEE DWG CL-02 TOP OF BANK PI B2N 16+51.02 1297944.56 3129788.95 40.00 16.35 8.29
PT 62N 16+58.08 1297940.42 3129796.14 PC BOB 11+79 06 1297456 59 3129164 01 rm o
PC B2N 16+97.85 1297921.04 3129829.73 PI BOS 11+90 79 1297470 18 3129165 75 7500 23.26 1172 O z
PT BOB 12+02 32 1297480 69 3129170.95
PI B2N 17+0017 129791989 3129831 73 1000 454 231
PC BOS 12+2609 1297501 99 3729187 49
PT B2N 17+0240 129791973 3129834.04 om
PC B2N 17+21.47 1297818.42 3729853.06 PI BOS 12+91.68 1297560 78 3129210 58 175 W 125 51 65 59 i
PT BBS 13+51 60 1297585 97 3129271.14 N 112
HORIZONTAL CONTROL(81IN) PI 82N 17+31.21 1297917.75 3129862.78 1000 1545 9.74 y/
PC BBS 73+91.50 1297601 29 3129307 98 o l
POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT PT 82N 17+36.91 129792745 31Z9863.70 < ay
PC B2N 19+1429 1298104.03 3129880.53 PI B85 14+09 i t 1297608 05 3129324 24 SW W 35 ZO 17 61 v 0 Z z o
POB Bt 1 N/0+W 00 1287767.41 3129191.72 PT BBS 14+26 70 1297613 66 3129340 94 Q U 2
PC B11 N 14+03 22 1297767 I 3129499 26 PI B2N 19+64.33 1298153.84 3129885.28 40.00 71.72 50.04
PT B2N 19+86.01 129813824 3129932.82 PC BBS 14+87 39 1297632 96 3129398 47 Qp i' 8
PI B11 N 14+16 55 1298036.80 3129509A3 10000 26.50 1333 PI BOS 14+96 43 1297635 84 3129407 04 1500 1627 904 Q V V J o x
PC B2N 19+96.50 1298134 97 3129942.79 PT BBS t 5+03 67 1297629.60 3129413 59 rn w D 2
PT B11 N 14+29 72 1298047.78 3129516.98
POE 811 N 16+14 Ot 1298199.62 3129621.42 PI B2N 20+06.42 1298131 88 3129952 21 4000 19.45 9 92 PC B&S 15+94.88 1297566 68 3129479 63 m i a ~U
PT BZN 20+15.94 1298124 74 3129M 10 OAT
PI BSS 16+02 09 1297561 71 3129484 85 1000 12,49 721 �+
POE B2N 20+2D.51 1298121.45 3129962 27 w
C VERTICAL CONTROL(811 N) PT BBS 16+07 37 1297565.09 3129491 22 s
PC B8S 16+18 79 1297570 44 3129501 30 r v
POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH VERTICAL CONTROL(82N) u
PI B8S 16+41 80 1297581 23 3129521 62 40.00 41 76 2301 10 $
POB BtIN 10+0000 4884.26 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH PT BBS 16+60.55 129760422 3129522 52 0
PVI Bt IN 10+82.74 488112 -3.80% 8274 POS 82N 10+00.00 488305 + m
PVI 811 N 11+15 73 488042 -2.13% 32 99 PVI B2N 10-36.58 488338 0 92% 3658 PC B 49 12976 14 3129523 65 S
PI BSS S 17+14.84 1297856 47 3129524.63 30 W 4209 2535 ¢ �
PVI B11 N 11+43.27 4880.21 -0.76% 27.54 PVI B2N 10+80.67 4883.92 121% 4409 PT B8S 17+31 59 1297661 73 3129548.77 K
PVI 811 N 11+82.50 4880.24 0.07% 3823 PVI B2N 11+10.47 4884.14 0.75% 2980 PC BOS 18+85 Ot 1297613143 3129701 93 =
PVI B71 N 12+37.83 4880.81 1.03% 55.33 PVI B2N 13+73.56 4884.00 -0.05% 26310
PVI B11 N 13+15 77 488302 2.83% 77.83 PVI 82N 17+29.18 4883.94 -0 02% 35563 PI BBS 18+92 BO 1297682 43 3129709.65 15000 1555 778 z
PVI WIN 13+79 41 488502 3.14% 6365 PVI B2N I8+02.38 4886.41 3 37% 73 19 PT B8S t9+00 56 1297,4.22 31.717 22
PVI 811N 13+9864 486528 1.35% 1922 PVI B2N 20+06.46 4882.67 .183% 20408 POE 88S t9+2t.20 129768898 312973730 O (n
PVI B11N14+4228 4884.84 -101% 43.64 POE B2N 20+2151 4883.01 2.40% 1405 • N J
PVI B11 N 15+19.70 488556 0.94% 77.42
PVI B11 N 15+68.54 4885.49 -0.16% 48.84 SEE DWG CL-02 TOP OF BANK VERTICAL CONTROL(88S) z J m
POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH rn Q
POE B11N16+1401 4885.22 -0.59% 4548
POB BOBt0+0000 4874.02 F
SEE DWG CL-02 TOE OF BANK PVI B8S t0+72 51 4873.03 -1.37% 7251 w W J
PVI 88S 16+2827 487305 0 00% 55576 O W 0
POE B8S 19-2120 487306 0 00% 29294 of
SEE DWG CL-02 EXST GROUND ZO
U Z
z W
W
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W U
D
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VERIFY SCALE
BAR IS ONE NCH ON
ORIGINAL DRAVANG D
0-1r N
DATE JULY 2016
PROJ 653819�
DWG G-012 O
SHEET 12 of 103 V
$PWURL $PWPATH FILENAME:SSR-FD-G-012.dgn PLOT DATE:2016\07\29 PLOT TIME: 6:09:35 AM