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 14 5 6
HORIZONTAL CONTROL(B10N) HORIZONTAL CONTROL(H 1)
POINT TYPE STATION NORTHING EAST94G RADIUS LENGTH TANGENT POINT TYPE STATION NORTHING FASTING RADIUS LENGTH TANGENT
POB B10N 10+00.00 1298106.23 3130204.42
POB H110+00.00 129802180 3132415.85 f
PC B10N 10+42 25 1298081 06 3130238 35 PC H t 10+37.92 1298030 51 3132452 75
PI B10N 10+66 62 1298M 53 3130257.93 10000 4782 2438 PI H 1 10+52 27 1298033 81 3132466.72 100.00 2851 1435 ry i` 0
PT B10N10+9007 129804462 3130268.62 P7 H710+66.43 129803305 313248106 �
PC B10N 12+71.68 129788142 3130348.30 PC H113+13.80 1298019 88 3132728 07 . ...
PI B tON 13+31 77 1297827 43 3130374.66 100 00 10821 60.09 PI H 1 13+25 67 1298019 25 3132739 93 2000 2143 11.88
PT B1ON 13+79.90 129782535 3130434.71 PT H1 13+3523 1298 32
H113+46.10 12970 3705
PC B1ON14+1962 1297823.98 3130474.41 POE 984 24974 A PI WON 14+27.86 1297823.70 3130482.65 50.00 16.33 8.24 > w i
PT B10N 14+35.95 129782607 3130490.54 VERTICAL CONTROL(H1) LL¢ y
PC B10N 14+51.72 1297830.61 31305D5.63 POINT TYPE STATION ELEVATION TANGENT GRADE TANGENT LENGTH w
PI WON14+58.86 129783267 313051248 50.00 14.20 7.1E POB H110+00.00 487507 m o
PRC B10N 14+65.92 1297832.73 3130519.63 PVI Ht 10+03,97 487499 -1 97% 3.97
PI B10N 14+77.10 129783282 313053D 81 27.00 21.20 11.18 PA Ht 10+26.57 487495 -0 20% 2260
PT B10N 14+87.12 1297840.79 3130538.65 PVI Ht 10+3&79 4875.19 2.02% 12.22 a
PC B10N 14+89 50 129784249 3130540.32 PVI Ht 10+56.09 487473 -2 70% 17.30 a 0
PI B10N 14+90 42 1297843.15 3130540.96 3.00 1.78 0.92 PVI H7 10+74.25 487452 -1.17% 18.15 a
PT B10N14+9128 1297843.33 3130541.87
PVI HI 11+33.37 487446 -0.09% 59.12 pas
PC B10N15+00.59 1297845.16 3130550.99 PVI H111+75.15 487399 -115% 41.78 O
PI B10N 15+10 73 1297847.16 3130560.93 10.00 1584 10.13 PVI Ht 11+87.47 4874.07 0.72% 1232 a i 0
PT B10N15+1643 1297857.07 313055880 PVI H112+00.23 487445 2.91% 1277 .110
POE BtON 15+30 52 1297870.84 3130555.84 PVI H7 12+34.08 487402 -1 27% 3385 S
U
PVI HI 12+91 68 487385 -0 28% 5760 z _
VERTICAL CONTROL(B10N) O
POINT STATION ELEVATION TANGENT GRADE TANGENT LENGTH PVI H1 13+0237 4873 02 -7 78% 10 69 y = y 5
PVI H113+1261 487278 -232% 1024 as
POO B10N10+00.00 487300 w U z
PVI H113+1&77 487332 12.86% 416 of z '
pm B10N 10+66 29 487305 0 08% 6629 a
PVI B10N11+98.00 487300 -0.04% 131.71 POE H113+46.10 487311 -0.71% 29.34 X:
PVI B10N 12+15.14 4873.34 1 97% 1715 SEE DWG CL-03 EXST GROUND p aF
PVI B1ON 12+33.59 4873.26 -0.42% 1844 �o'o
PVI B10N 14+76.81 4873.44 008% 24322 ,zu�
PVI B10N 14+84.12 4873.03 -5 63% 7 31 3
POE 810N15+30.52 4873.00 -0.07%
U
B SEE DWG CL-02 TOE OF BANK z�
z
LU
2-o
U�>
HORIZONTAL CONTROL(B13N) p CO o
POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT
POB 813N 10+00 00 1297887 66 3130576.34 z g0.
LL
PC 813N 10+15.07 129790229 3130572.68 z z
PI 813N 10+32 25 1297918 95 3130565.50 11.00 2203 1718 z o
N
PRC 813N 10+37.10 1297915.77 3130585.39 zo
PI 813N 10+39 67 1297915 29 3130587.91 3.00 424 256 C o 0
PT B13N 10-41.35 1297917.71 3130580-77 O ?
128946313C B13N1 +
299PI N0816 3311300591.406 Nwj
30.00 2447 1 1296
PT B13N 10+72 63 1297947.87 3130589 51 1 1 1m
POE B13N 10+8059 1297954.96 313058588 Z2
ioy
VERTICAL CONTROL(B13N) ¢ C of
F
N � a
POINTTYPE STATION ELEVATION TANGENTGRADE TANGENT LENGTH
POB B13N10+0000 4873.03 0
m
PVI B13N 10+22-25 487311 0.36% 22.25 N 3 V �N
PVI B13N 10+60.25 487299 -0.31% 38.00 w
POE B13N10+8059 4872.90 -0.44% 20.34 i aoNT o ~U
ul 2 06
C SEE DWG CL-02 TOE OF BANK t°
0
U
d 0 O S
0
HORIZONTAL CONTROL(B14N)
POINT TYPE STATION NORTHING EASTING RADIUS LENGTH TANGENT uj
POB 814N 10+00.00 129787585 313057925
PC 814N 10+11.49 129786466 3130581.86 U
z
PI 814N 10-13.69 129786252 3130582.36 10.00 433 2.20
PT 814N 10+15.82 129785078 3130583.71 i
PC B14N 10+71.43 129781691 3130617.87 O W
PI 814N 10+78.69 1297811.18 3130622.33 3000 14.25 7.26 z y J
PT B14N 10+85 68 129780813 3130628.92 z J m
POE B14N 11+1907 129779408 313065922 y
F-i W J
VERTICALCONTROL(B14N) W Z O
PONT STATION ELEVATION I TANGENT GRADE TANGENT LENGTH 0 Lu a'
POB B14N 10+0000 4873.00 a ()F-
POE B14N11+1907 487306 005% 119.07 z z
SEE DWG CL-02 TOE OF BANK > z
z W
N
z
D w U
ui
O
ui
O
VERIFY SCALE
BAR IS ONE INCH ON U
ORIGINAL DRAWING D
DATE JULY2016
PROJ 653819
DWG G-015 O
SHEET 15 Of 103 V
$PWURL $PWPATH FILENAME SSR-FD-G-015.dgn PLOT DATE:2016\07\29 PLOT TIME: 6:11:25 AM