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

11 2 3 4 5 6
HORIZONTAL CONTROL(B2S)
POINT TYPE STATION NORTHING FASTING RADIUS LENGTH TANGENT HORIZONTAL CONTROL(B3S) HORIZONTAL CONTROL(B6S)
POB B2S 10+0000 129682583 312895458 POINT TYPE STATION NORTHING FASTING RADIUS LENGTH TANGENT POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT y w
PC 82S 10+48.76 1296874 38 3128959 10 POB B3S 10+00 00 1297313 66 3129198 22 POB 96S 10+00 00 1297258.78 3129251 39
PI B2S 10+54 41 1296880 00 31289%62 2000 11.00 564 PC B3S 10+88 22 1297376 95 3129259 68 PC 86S 11+91 71 1297324.14 3129431 62 01 w
PT B2S 10+59.76 1296884.51 3128%3.DO PI B3S 10+94 60 1297381.53 3129264 13 10000 1275 638 PI BSS 12+10 22 1297330 45 3129449 02 20000 3693 1852 N 1i
PT 83S 11+00 97 1297385.51 3129269 12 PT B6S 12+28 64 1297333.46 3129467 29 �•• \• rc
PC B2S 10+75 74 1296897 31 3128972 58 �'•
PI B28 10+87.48 12969D6 70 3128979 61 5000 2306 11.74 PC 83S 12+11 09 1297454 11 3129355 26 PC B6S 13+31 39 129735016 312950 68 - ----
PT B2S 10+98 80 1296918 25 3128981.73 PI B3S 12+14 48 129745622 3129357 92 10000 678 339 PI B65 13+85.16 1297358 90 3129621.74 7000 9171 53.77
PC B2S 12+47,77 1297064.78 3129OD8.61 PT B3S 12+17 87 1297458 15 312936071 1 PRC SSS 14+23 10 1297412 42 3129626 97
PI B2S 12+59.44 1297076 25 3129010.71 5000 2292 11.66 PC 83S 12+69 00 129748721 3129402.76 PI B6S 14+37.68 1297426 93 3129628 39 3000 2714 1450
A PT 82S 12+70.69 1297085 61 3129017,67 PI 83S 12+72 03 1297488 94 3129405.26 6000 605 303 PT B6S 14+5024 1297434 78 3129640 68 > w
PC B2S 13+22,80 1297127 41 3129048.79 PT B3S 12+75 05 1297490 40 3129407.91 PC B6S 15+50 17 1297488 59 3129724 88 Q.
a y
PI B2S 13+34.67 1297136.94 3129055.87 5000 23.31 11.87 PC 833 14+29 40 1297564 92 3129543.07 PI 86S 15+60,64 1297494 33 3129733.87 30000 21 32 1067 w
PT B2S 13+46 11 1297148 63 3129057.92 PI B3S 14+33 23 1297566 77 3129546.43 6000 765 383 PT B6S 15+71.50 1297499 42 3129743 24 ro
PC B2S 13+48 71 1297151 19 3129058 37 PT B3S 14+37 05 1297568 17 3129549.99 PC 86S 16+11 21 1297518 38 3129778 14
PI B2S 13+85.64 1297188 55 3129064.92 150.00 7430 37.93 PC 83S i6+59 91 1297650 07 312975726 PI B6S 16+62 94 1297543 07 3129823 60 12000 97.68 51.73
PT B2S 14+23 Ot 1287216 30 3129088.45 PI
B3 722973.O 10 .00
3355 1693 POE B6S 17+08 89 1297593 07 3129836.86
8S 4 129B2S 14+77 91 12972136 3191 .49 673 765698 7978992 a0o
10PC 3
PI B2S 14+83.15 129725547 312912574 50.00 10.44 5.24 PPE BSS 17+19 03 1297658 02 3129815.48 1 ¢
VERTICAL CONTROL(B6S) rcx
PT B2S 14+88.35 129727017 3129128 07 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH O o«
PC B2S 14+89 06 1297270 81 3129128.39 VERTICAL CONTROL(B3S) POB B6S 10+00.00 488539
0 i v
PI B2S 14+99 54 12972BO.20 3129133 04 50.00 20.66 1048 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH PVI B6S 10+57 38 488514 -0 45% 5738 ¢ro
PT 132S 15+09 72 1297286,93 3129141 07 POB 83S 10+00 00 487804 PVI 86S 12+49 23 4882.04 -1 61% 19185 u~i0
PC B2S 15+53 77 1297315.21 3129174 83 PVI B3S 15+86 75 487776 -0 05% 586.75 PM B6S 14+25.17 488214 0 OS% 17594 oS
PI B2S 15+69.32 1297325.20 3129186 76 300,00 31.08 15.55 PVI B3S 16+98.45 487799 021% t 11.71 PVI 86S 14+46 08 488459 11.75% 20.91 z o
PT B2S 15+B4 85 1297336 37 3129197.58 POE B3S 17+19.03 487866 324% 2058 PVI BSS 15+51 10 488609 1.43% 10502 vOi Y a
PC B2S 16+76.28 1297402.03 3129261.22 PM B6S 16+34 30 4885 87 -0 27% 83.20 j Lxj a a
SEE DWG CL-02 TOP OF BANK w ow
PI B2S 16+80 59 1297405.12 3129264 22 60.00 860 4.31 PM B6S,6+69 76 488682 2 69% 3546
PT B2S 16+84 88 1297407.75 3129267 63 POE B6S 17+08 89 488712 0 75% 3913 w rc
PC 02S 18+27.80 129749511 3129380.74 SEE DWG CL-02 TOP OF BANK z d W
PI B2S 18+32 30 1297497 86 31293SC30 60 OD 8.99 4 50 O
PT B2S 18+36.79 1297500 05 3129388.24 HORIZONTAL CONTROL(B4S) m ol.
POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT w°
PC B2S 19+99.89 1297579 36 3129530 76
PI B2S 20+04 15 1297581 43 3129534 48 6000 851 426 POB B4S 10+00 00 1297309.84 3129199.85
PC B4S 10+71.29 129733679 312926584 HORIZONTAL CONTROL(BiS) Hw
PT 82S 20+OB 40 1297662 96 3129747 46 z
PI 64510+7597 1287338.56 312927018 10000 937 469 POINT TYPE STATION NORTHING FASTING RADIUS LENGTH TANGENT o
B PC B2S 22+31 74 1297662 90 3129747.01 a
PT B4S 10+80.65 t297339 92 3129274 66 PC Bt S 10+00 00 1296936 91 3129023.72 z
PI B2S 22+50 25 1297669.52 3129764 29 100.00 36.60 18.51 w<w
PC B4S 12+85.81 1297399.40 3129471.01 PI B13 10+21 43 129685821 3129021 28 10000 4223 2143 rn
PT B2S 22+68.34 1297669 52 3129782.80 �-i�
PI B4S 12+96.58 1297402.60 3129481 60 100.00 2204 1107 PT B7 S 10+42 23 1296878 63 3129027 79 x o
PC B2S 22+97 64 1297669 52 3129812.D9 O w>
PT B4S 13+07 85 1297408.05 312949124 PC SIS 10+69.59 12969D470 3129036 10 wLu PI B2S 23+18.22 1297669.52 3129832.68 3D0.00 41 10 20.58 o
PCC B2S 23+38.74 1297B66.71 3129853.07 PC B4S 14+61.20 1297483 52 3129624 73 PI BIS 10+76 75 1296911 52 3129038 28 10000 1429 7.16 o ro
PI B4S 14+62 62 129748421 3129625 97 100 00 283 1 42 PT B1 S 10+83 88 1296918 58 3129039 46 F
PI B2S 23+54,07 1297664 62 3129868.25 20.00 26.15 15.32 g 0.
PT B4S 14+64.04 1297484.95 3129627.18 PC 81 S 11+67 54 1297001 09 3129053 25 z d a
PT B2S 23+64.89 1297649.42 3129870.18 d O aL
PC B4S 15+8613 129754802 312973172 PI BiS 11+85.83 129701914 3129056.26 10000 3619 1830 z U) oz
PC B2S 23+94 92 1297619 63 3129874.01 i c
PI B2S 24+62 75 1297552 36 3129BB2.65 120.00 12347 67.83 PI 34S 15+97.24 1297553 76 3129741.23 10000 2213 11 11 PT Bi S 12+03.73 1297037 OB 3129052 69 O
z.
P7 82525+18.39 129751025 3129829.48 PT 34S 16+08.26 129756145 312974926 POE 81S12+3896 129707164 312904582 20
PC B2S25+18.39 129751025 3129829.48 PC B4S16+14.36 129756566 312975366 0 w
PI B2S 25+90.23 1297465 66 3129773.16 300.00 31 14 15 59 PI B4S 16+33 39 1297578.83 2129767.3: 120.00 37 74 19 03 VERTICAL CONTROL(B1 S) OF
PT B4S 16+52 10 1297595 60 3129776.39 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH 0 ww
PT B2S 26+05 78 1297457 30 3129760 Ot h
PC B2S26+98.06 129740782 312968212 POE B4S17+15.30 129765130 312980625 ow
POB BiS 10+00.00 4888 74
PI B2S 27+05.50 1297403.83 3129675.84 10.00 12.79 7.44 PM Bi S 10+12,06 480900 2 14% 1206 o
PT B2S 27+10.85 1297396 67 3129677 85 VERTICAL CONTROL IB4S) PM 81 S 10+40.09 488901 0 03% 2802 -0
o-
PVI B1 S 10+76.22 4887.28 -4 79% 36 14
PC B2S 27+44.35 1297364 43 3129686 92 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH
PI B2S 27+53.85 1297355 28 3129689 50 50.00 18.79 951 POB B4S 10+00.00 4879.18 PM 8t S 11+32.38 4B87 56 0 50% 56 16 U O p 50
POE 64S 17+15.30 4878.99 -0.03% 715 30 PM B7S 11+58.62 4887 69 0 50% 2624
PT B2S 27+63 13 1297345 82 312968853 o
PVI B7S 12+03.56 4.00 -3 76% 44 94
PC B2S28+05.50 129730368 312968424 SEE DWGCL-02 TOE OF BANK 5; S tJ� xi
PI B2S28+46.61 129726278 31296BO08 5000 6882 41.11 POE BtS12+38.96 4B83.St -704% 3540 rn w =_
s
PT B2S 28+74 31 1297258 96 3129639 14 SEE DWG CL-02 TOP OF BANK
PC B2S 29+43 53 1297252.54 3129570 22 ° z �rQ1tT o m
PI B2S 29+51 23 1297251 82 3129562 55 10000 15.38 770
C PT B2S 29+58 91 1297252 29 3129554 86 HORIZONTAL CONTROL(B5S) S a
PC B28 30+10 72 129725544 3129503 14 POINT TYPE STATION NORTHING FASTING RADIUS LENGTH TANGENT
PI B2S 30+15 84 1297255.75 3129498 03 5 DO 7.97 5.12 POB B5S 10+DD 00 1297001.09 3129078 20 110
PC B5S 10+61 91 1297058.07 3129102.40 0
PT B2S 30+18 69 1297250.63 3129497.84 m
POE B2S 30+77 32 1297192 05 3129495 68
PI B5S 10+72 09 1297067.44 3129106.38 50.00 20.08 10.18 x
a
PT B5S 10+81 99 1297077.62 3129106 38
VERTICAL CONTROL(B2S) PC B5S 11+10 52 129710615 3129106 38
POINT TYPE STATION ELEVATION 'ANGENT GRADE TANGENT LENGTH PI B5S 12+53 90 1297249.50 3129103.85 2D0.00 248.79 143.38 U
POB B28 10+00 00 487495 PT B5S 13+59 31 1297297.92 3129238 80 z
PM B2S 10+35 69 487670 4 91% 3569 PC B5S 16+54 09 1297397.47 3129516 27
PM 82S 10+48 61 487615 4 Z6% 1291 PI B5S 16+71 18 129740324 3129532 35 200.00 34.09 1709 z W PM B2S 10+57.22 487479 -15 87% 861
PT B5S 16+88 18 1297411 66 3129547.23 O U)
PM B2S 10+87 06 4875.01 0 75% 2964 J
PC 85S 19s3059 1297531.04 3129758.20 0 0
PM 3129799 39 120.00 90.16 47.33 B2S 12+26 86 4875,03 0.01% 139.80 z J co
PM B2S 12+87 49 487555 0 95% 54.63 PI 85S 19+77 92 129755435 (n
¢
PVI B2S 13+22 83 487569 0 35% 41.35 PT 85S 20+20.76 1297599 50 3129813.58
PVI B2S 13+32.67 487506 -6 38% 9.84 POE 85S 20+31.67 1 1297609 91 3129816.85 0 �jJ J
PM B2S 13+45 48 487502 -0 33% 12.81 W Z Q
K
PVI B2S 13+62 62 487503 0 05% 17.14 VERTICAL CONTROL(B5S) w w
PVI B2S 14+20 26 487444 -1.02% 57.64 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH (L
PVI B2S 14+30 77 487352 -8.80% 10.51 POB BSS 10+00.00 4888.02 ¢ O (n
PVI 82S 14+63 53 487331 -0 64% 32.76 PM B5S 10+93.29 4W7.89 -0.14% 93.29 > U Z
PVI B2S/4+82 73 487364 1.73% 19.20 PM B5S 11+38.63 4887.57 -0.70% 45.35
PVI B2S 15+04 Ot 4873 95 1 46% 21.28 PVI B5S 11+58.52 4886.37 -0 00% 18.89 Q Ll.)
PVI B2S 15+46 63 487404 0.22% 42.62 PM B53 11+83.19 4856.13 -0.97% 24.66 F
PVI B2S 15+69 34 4875 04 4.38% 22.71 PM B5S 12+01 49 485685 3.92% 18.30 z D
LLJ
D PM B2S 16+79 59 487505 0.01% 110.25 PVI B5S 13+80 04 4885 98 -0.49% 17855 U
PVI B2S 19+37 42 487492 -0.05% 25783 PM B53 15+69 33 4W3 17 -1.48% 18929 w O
PVI B2S 20+12 49 487500 0.10% 75.08 PM B53 16+47 98 488308 -0.12% 78.65 D: 0
PVI B2S 22+69 23 487496 -0.02% 256.74 PM B5S 17+12.99 488401 1.43% 6501 Z
PVI B2S 23+37 37 487499 0.04% 68.14 PM B53 19+36.55 488592 0.85% 223.56 0
PVI B2S 24+25 29 487506 0.08% 87.92 PM B5S 19+4928 488696 8.13% 1273 VERIFY SCALE
PVI B2S 24+99 66 487574 0.92% 74.37 PM B5S 20+07 36 488704 0.14% 5808 BAR IS ONE INCH ON
PVI B2S 25+56 48 487549 -0.44% 56.82 POE BSS 20+31 67 488579 -5.11% 2431 ORIGINAL DRANANG U
PVI B2S 26+17 05 487405 -2.38% 60.57 SEE DWG CL-02 TOP OF BANK 0�1"
PM B2S 26+95.58 487343 -0 79% 78.53 DATE JULY 2016
PM B2S 27+09.38 487503 11 62% 1381
PM B2S 30+74 43 487522 0 05% 365.05 DWG -0 PROD 653819 G-013 Z
POE 82S 30+77 32 487612 31 01% 2.89 0
SEE DWG CL-02 TOE OF BANK ISHEET 13 of 103
U
$PWURL $PWPATH FILENAME:SSR-FD-G-013.dgn PLOT DATE:2016\07\29 PLOT TIME: 6:10:11 AM